Loading...
HomeMy WebLinkAbout516 Red Rose LnCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000284 BUILDING PERMIT NUMBER: 18-10000284 I - I ^- 2"-, DATE: March 20, 2018 I; 33-S 1v (p J UNIT ADDRESS: RED ROSE LANE 516 21-19-30-510-0000-1660 3 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: 516 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 -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Hous in 54.00 1.000 dwl unit 54.00SCHQOLSCO -WIDE ORD PARKS SSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A . 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \ ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE (1 ` Parcel ID Number: a I —141 r ?0' 51 O --0a 0 u —1 ca Coo Prepared By Kim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. 1lIJ! 11111 IIIlI 11111 IBBBB IIIBI lill 1111 r r r CDiJF11" LORI', OF CIFTUIT COURT & C0111"TROLLER 1537 (IF -3s) CLERK'S v 2018025733 ECORD HG FEES $1 .C Ci I,CC:ORDhD BY hdev-we 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. 1. Description of property : LOT ALg_(Q Legal Description : Thornbrooke Phase 41 according to the plat thereof, as recorded in j Plat Book $ Page'Tu't/of the public records of Seminole County, 1\ Florida. Addresses R6%e- (lLy..P Sanford FL General description of improvements : Single Family Home Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. 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 : Signature of Owner's Agent: X— JqKn Asa Wright Taylor Morrison of Floridan- . Sworn to and subscribed before me this by John Asa Wright who ' rs ally known to me. Notary Public DA Clark My commission expires: 6/27/19F,,',s Serial No. FF 209108 CERTIF:O CGF' N ignature• 4.` seal: CL !iK OF THC C'.C j. Jl4if00r AP D COIV;PTROI _r, SE INO c -- R Q 7 2018 BY Date -• V+ -Z 4 broo 2018 CITY OF SANFORD MAR 0 7 BUILDING & FIRE PREVENTION F D A"" PERMIT APPLICATION Application No • 1,13: /).29 Documented Construction Value: S 33 S6 ,s,-'% Job Address: -51(P V e d t esG (A Historic District: Yes No X Parcel ID: aU-19-30-510 -0000- l4.ty 0 Residential 5 Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: 1(g(4 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: tt.911-(1'' Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE#200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE #200 Fax: NO City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b 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 an zoning. c c Signature of er/A ent D Signature of Con etor/Agent Date TAYLOR MORKQN OF FLORIDA INC Print Owner/Agent' Signature of ry to of Florida , 2tlg1 st' °t:° dplpAlSSt t 2019 Ju wr mNe„att+ f err, rooe Owner/Agent is SES Personally Known to Me or Produced ID N/A Type of ID JOHN ASA MIGHT Print Con:& 7 e i Signature ofte of Florida Date Cr a j FF 2 stoamay, :vue ThN8vo9t1NoteNSi~' Contractor JYga; is YES Personally Known to Me or Produced ID NIA Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building k) Electrical iff -Mechanical [1<' Plurnbing® Gas Roof Construction Type: Vg Occupancy Use: R3 Flood Zone: 'SEC Total Sq Ft of Bldg: ?2( 3k' Min. Occupancy Load: l iv # of Stories: 2 - New Construction: Electric - # of Amps, 20-0 Fire Sprinkler Permit: Yes No g # of Heads APPROVALS: ZONING: S UTILITIES: COMMENTS: ENGINEERING: M -C L 3 4VAW FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. (15.9 e i P Boca CTMr\& , Ctg Plumbing - # of Fixtures, Zzo, Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: -SE L04 Revised: June 30, 2015 Permit Application ITY OFZO1S SANFORD iA4 7 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $. % 4AS Job Address:.SKe it C d W -e CA hX_ Historic District: Yes No 0 Parcel ID: LX/ -19-30-510 -0000- 14ry 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: IC¢(p Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPerm'tsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE#200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE#200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: N/A Address: 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: 51h 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 an zoning. J/// -2 I2)j)( Signature of 0 e l er/A ent D TAYLOR MORRiSQN OF FLORIDA INC Print Owner/Agent' Signature of to of Florida p, QB C fact otrr WrS1 t eV 20A9 P Bv 9 tNab lSrnrx` Owner/Agent is yM Personally Known to Me or Produced ID NIA Type of ID Signature of Con ctor/Agent Dau JOHN ASA WRIGHT Print Contract r g s Name Signature of otary-Stele of Florida Date vu D agARK 108 9 111YtIp1AA18s1tFf EXPIRES:dui a 7, "9 atRN ContractorSjWis YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS -FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ; 3(g— WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application r 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: 516 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-1660 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O IC7 A S ON 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: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1229 Reviewed by: Michael Cash, CFM Date: March 19, 2018 r Application for Right -of -Way Use for Driveway, Walkway & Landscape O R ! D,Q Department of Planning & Development Services nfo — $ 00 North Park Avenue, Sanford, Florida 32771 www.soMordn.gov 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, . 9- . , _ _1e Mos aAe11 below. 407 caftbelmymrdig. 1. Project Location/Address: 'G O 2. Proposed Activity: N&?Driveway f1 Walkway F1 Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: DRIVEWAY AK iVSV SM This application is submitted by: / pp l /,,, Properly Owner. AYW4 rIrIV xdQiy /Ji IYYSignature: Print Name: Address: Is/ wayfliA& 44&5N2XMirmaR, zg-trl Phone: 4i7- a17-6940 Fax dg4hne Date: 3-16 v f Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are In the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria. or completely restore the rightoWmy to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, rile a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabililies, 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 00515 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. 1 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: S — i V This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 5401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: sepromoer zuiu ROW We Drivmay.pdr 0 SCPA Parcel View: 21-19-30-510-0000-1660 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100.. Property Record Card PROPERTY Parcel: 21-19-30-510-0000-1660 echwok.coourn:FaOPECr Property Address: 516 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-1660I 2018 W( t ValuesIOwnerTAYLORMORRISONOFFLINC Valuation Method Cost/Ma Property Address , 516 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 Mailing; 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 i Depreciated Bldg Value Subdivision Name, THORNBROOKE PHASE 4 I Depreciated EXFT Value Tax District S1-SANFORD I Land Value (Market) 40,000 DOR Use Code i 00 -VACANT RESIDENTIAL Land Value Ag Exemptions I I JustlMarket Value " 40,000 11 9.b2 O166 V 119.55 Seminole County GIS Legal Description LOT 166 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Portability Adj i Save Our Homes Adj $0 Amendment 1 Adj $0 I i P&G Adj $0 i Assessed Value $40,000 i Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Taxing Authority I Assessment Value Exempt Values I County General Fund $40,000 $0 y Schools $40,000 $0 City Sanford $40,000 $0 I SJWM(Saint Johns Water Management) $40,000 $0 County Bonds $40,000 $0 Sales T Description Date Book_ PiageAmount --Qualified i-- — --- No Sales 1 of 2 3/5/2018, 11:11 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power TUG Slab / Mono Slab Pre our 20 1000 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 REVISED: June 2014 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 MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 66Thornbro ke40'sBocaGrandeGRE Street: 51(P r.,zd ,,Qi Budder Name- TAYLORVORRIS ON Permit Office ft ''-' ICity, Slate, Zip: FL , S` Permit Number4 pOwner15608 - 1 2 29 nSANF Jurisdiction: Design Location FL, Orlando County: Seminole (Florida Climate Zone 2 1 New construction or existing New (From Plans) 9. Wall Types (2773.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a Frame -Wood, Exterior R=13 0 1448.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1092.00 ft' 3 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=130 233.3311[' 4 Number of Bedrooms 4 d N/A R= ft' 10 Ceiling Types (1506 0 sqft.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=30.0 1466.00 R 6. Conditioned floor area above grade (II') 2425 b Knee Wall (Vented) R=30 0 40.00 R' Conditioned floor area below grade (11[1) 0 c. N/A R= fl' 11. Ducts R ft' 7. Windows(395 6 sqft.) Description Area a. Sup: Attic, Rel Main, AH: Main 6 485 a. U -Factor: Dbl, U=0.34 267.58 R' SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 128.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=O 32 a. Central Unit 34.2 SEER 15.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficiency d. U -Factor• N/A ft' a Electric Heat Pump 32 8 HSPF:8 50 SHGC. Area Weighted Average Overhang Depth. 5 202 ft Area Weighted Average SHGC: 0 313 14. Hot water systems a Electric Cap- 50 gallons 8 Floor Types (1466.0 sqft.) Insulation Area EF. 0.950 a. Slab -On -Grade Edge Insulation R=0 0 998.00 R' b. Conservation features b. Floor over Garage R=190 468.00 R' None c. N/A R= fl' 15. Credits Pstat Glass/Floor Area: 0.163 Total Proposed Modified Loads: 73.16 PASSTotalBaselineLoads: 74.75 I hereby certify that the plans and specifications covered by Review of the plans and E STgT this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. rr: ". PREPARED BY: Before construction is completed a E DATE: 2/20/18 this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code.0OWNER/AGENT: DD WE BUILDING OFFICIAL: 1 DATE: DATE: 5-. /t Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 2/20/2018 5 11 PM EnergyGauge© USA - FlaRes2017 Section R405 4 1 Compliant Software Page 1 of 5 FORM R405-2017 2/20/2018 5 11 PM EnergyGauge© USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 PROJECT Tale: Lot 166Thornbrooke40'sBoca Bedrooms: 4 Address Type Street Address Building Type: User Conditioned Area- 2425 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case- No PlalBook Builder Name TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office- Cross Ventilation: No County: Seminole Jurisdiction 691500 Whole House Fan: No City, Stale, Zip. Family Type: Single-family FL , New/Existing: New (From Plans) Comment - CLIMATE Design Temp Int Design Temp Healing Design Daily Temp Design Location TMY Site 975% 25% 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 2425 20612.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 Main 2425 206125 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Jost R -Value Tile Wood Carpet 1 Floor over Garage Main ---_ _--- 468 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117 It 0 998 R' 02 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emil[ Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul deg) 1 Gable or Shed Composition shingles 1640 Ill 368 It' Medium 085 N 0.85 No 0 266 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1466 It' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Ball 40 It' Oil Wood 2 Under Attic (Vented) Main 30 Blown 1466 W Oil Wood 2/20/2018 5 11 PM EnergyGauge© USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS DOORS Ornl Door Type Space Storms U -Value Width Height Area FI In FI In 1 E Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17 8 ft' WINDOWS V Adjacent Cavity Width Height Sheathing Framing Solar Below Ornl To Wall Type Space R -Value Ft In Ft In Area R -Value Fraction Absor. Grade% 1 N Exterior Frame - Wood Main 13 61 0 8 0 4880 ft' 0 023 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 0 9 4 354 7 ft' 0 0 06 0 3 E Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 023 06 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74 7 ft' 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 61 0 8 0 488.0 H' 0 023 06 0 6 S Exterior Concrete Block - Int Insul Main 4.1 31 6 9 4 294.0 ft' 0 0 06 0 7 W Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft' 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4 1 14 6 9 4 135 3 ft' 0 0 0.6 0 9 0 ft 0 in Garage Frame - Wood Main 13 25 0 9 4 233 3 ft' 0 0.23 001 0 10 S Exterior Concrete Block - Int Insul Main 4 1 10 0 9 4 93.3 ft' 0 0 0.6 0 11 W Exterior Concrete Block - Int Insul Main 4.1 15 0 9 4 140.0 ft' 0 0 0.6 0 DOORS Ornl Door Type Space Storms U -Value Width Height Area FI In FI In 1 E Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17 8 ft' WINDOWS V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 031 N 6.0 ft' 1 It 0 in 1 ft 6 in Drapes/blinds Exterior 5 2 N 1 Vinyl Low -E Double Yes 0.34 0.31 N 12.0 ft' 1 It 0 in 1 It 6 in Drapes/blinds Exterior 5 3 N 1 Vinyl Low -E Double Yes 0.34 0.31 N 15 0 ft' 1 ft 0 in 1 It 6 in Drapes/blinds Exterior 5 4 N 2 Vinyl Low -E Double Yes 034 0.31 N 19 3 ft' 1 It 0 in 11 It 8 in Drapes/blinds Exterior 5 5 E 3 Vinyl Low -E Double Yes 034 031 N 30 0 ft' 1 It 0 in 1 ft 6 in Drapes/blinds Exterior 5 6 E 3 Vinyl Low -E Double Yes 034 031 N 8 9 ft' 1 It 0 in 2 ft 8 in Drapes/blinds None 7 E 4 Vinyl Low -E Double Yes 034 0.31 N 9 3 ft' 7 If 8 in 0 It 4 in Drapes/blinds Exterior 5 8 S 5 Vinyl Low -E Double Yes 0.34 0.31 N 45 0 ft' 1 It 0 in 1 ft 6 in Drapes/blinds Exterior 5 9 S 10 Metal low -E Double Yes 0.58 0.32 N 64 0 ft' 16 It 0 in 0 ft 0 in Drapes/blinds None 10 S 6 Vinyl Low -E Double Yes 0.34 031 N 38 5 ft' 1 If 0 in 11 It 8 in Drapes/blinds Exterior 5 11 W 7 Vinyl Low -E Double Yes 0.34 031 N 45 0 ft' 1 It 0 in 1 If 6 in Drapes/blinds Exterior 5 12 W 11 Metal Low -E Double Yes 058 032 N 64.0 ft' 11 It 0 in 0 It 0 in Drapes/blinds None 13 W 8 Vinyl Low -E Double Yes 034 031 N 38.5 ft' 1 If 0 in 11 It 8 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 510 ft' 510 R' 64 If 8 f 1 2/20/2018 5 11 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 2/20/2018 5.11 PM EnergyGauge© USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000378 24048 132.02 248.28 3398 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 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 fl' 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 6 485 ft' Main 121 25 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans Cool!ng Jan Feb j Mar A r May lX] Jun Jul Au Se Oct Nov Dec He Jan Feb f Apr Jun Ju AriJXJ JXJ X Oct] Nov Dec Venting Jan Feb lnl Mar X May 1 1 Jun Jul Aug Sep Oct Nov Dec 2/20/2018 5.11 PM EnergyGauge© USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule. HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 6 PM 80 80 Cooling (WEH) AM 78 78 78 PM 78 78 Heating (WD) AM 66 66 78 78 PM 68 68 Heating (WEH) AM 66 66 78 PM 68 68 2/20/2018 5 11 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 2/20/2018 5 11 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2 Single family or multiple family 3 Number of units, if multiple family 4 Number of Bedrooms 5 Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a U-Faclor: Dbl, U=0.34 SHGC. SHGC=O 31 b. U -Factor• Dbl, U=0 58 SHGC SHGC=0.32 c. U-Faclor: N/A SHGC: d. U -Factor• N/A SHGC Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A FL, New (From Plans) 9 Wall Types Single-family a. Frame - Wood, Exterior Insulation b Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d N/A R= 10. Ceiling Types No a. Under Attic (Vented) 2425 b. Knee Wall (Vented) Area c N/A 267 58 ft' 11 Ducts a Sup: Attic, Ret: Main, AH- Main 128.0011' 6 485 12 Cooling systems ft' a. Central Unit a 13. Heating systems a. Electric Heat Pump 14 Hol water systems a. Electric b Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant 7' Builder Signature: Date: 3-5-4 Address of New Home: 5 1 (., F ¢ Ot o k L4, . , City/FL Zip: Sq K Insulation 5.202 ft. R=130 0.313 Insulation Area R=0.0 998 00 ft' R=1190 468.0011' R= ft' 13. Heating systems a. Electric Heat Pump 14 Hol water systems a. Electric b Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant 7' Builder Signature: Date: 3-5-4 Address of New Home: 5 1 (., F ¢ Ot o k L4, . , City/FL Zip: Sq K Insulation Area R=130 1448.00 ft' R=4.1 1092.0011' R=13.0 233 33 ft' R= ft' Insulation Area R=30.0 1466 00 ft' R=30 0 40.00 ft' R= fl' R ft' 6 485 k8tu/hr Efficiency 34.2 SEER -1500 kBlu/hr Efficiency 32 8 HSPF 8.50 Cap: 50 gallons EF- 0 95 Pstat y yo gHE ST,g2 O. n a r e r COD WE C4J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1 3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/20/2018 5.11 PM EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 DEL --AIR Manual S Compliance Report BF"G • AIR CORORIORRIO Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 For: TAYLOR MOR R ISON Design Conditions Outdoor design DB: 92.4°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 26642 Btuh Latent gain: 4698 Btuh Total gain: 31340 Btuh Estimated airflow: 1160 cfm Job: Lot 166Thornbrooke4O's... Date: 06.04.14 By: BENTLEY Entering coil DB: 76.5°F Entering coil WB: 63.3°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 Sensible capacity: 28036 Btuh 105% of load Latent capacity: 5071 Btuh 108% of load Total capacity: 33107 Btuh 106% of load SHR: 85% Design Conditions Outdoor design DB: 41.9°F Heat loss: 25452 Btuh Entering coil DB: 69.5°F 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: 32240 Btuh 127% 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: 7.4 kW 99% of load Temp. rise: 20 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -Feb -20 17 04:20 Right -Style® Universal 2018 18.0 10 RSU24011 Page 1 C'C* . randeGRE\Lo1166Thornbrooke40-sBocaGrandeGRE rup Calc = MJ8 House laces E DEL-AIR Component Constructions Job: Lot 166Thornbrooke4O's' ... 11tAr1NC•AMCONDIrM111C Entire House Date: 06.04.14 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831.2665 Project• For: TAYLOR MORRISON Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature F) 70 75 Elevation: 105 It Design TD (°F) 28 17 Latitude: 28°N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain 41 Btuh/V-'F h2.*F/Btuh Btuh/II1 Bluh 8101111 Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav Ins, 1/2" gypsum board int n 455 0.091 13.0 2.56 1163 2.32 1054 Irish, 2"x4" wood Irm, 16" o.c. stud a 197 0.091 13.0 2.56 504 2.32 456 s 443 0.091 13.0 256 1133 2.32 1026 W 191 0.091 13.0 256 488 2.32 442 all 1286 0.091 13.0 256 3288 2.32 2978 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum in 334 0.201 0 5.65 1887 4.29 1434 board int Irish a 41 0.201 0 5.65 232 429 176 s 283 0.201 0 5.65 1601 4.29 1216 W 172 0.201 0 5.65 970 429 737 all 830 0201 0 5.65 4690 4.29 3564 16A-30ad: Knee wall, asphalt shingles rool mat, r-30 kw ins, 1/2" n 38 0.032 30.0 0.90 34 2.37 90 gypsum board int Irish Partitions 12C-Osw• Firm wall, r-13 cav ins, 1/2" gypsum board Int Irish, 2"x4" 215 0.091 13.0 2.56 549 1 42 304 wood Irm, 16" o.c. stud Windows 2A-2ov• 2 glazing, Or ouir, air gas, vnl frm mat. clr low-e innr, 1/4" gap, n 6 0.340 0 9.55 57 10.5 63 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; foreground asphalt (0.10); 1 h overhang (3 It window ht, 1.5 ft sep.); 6.67 ft head hi 2A-2ov 2 glazing, Or ouir, air gas, vnl Irm mat, clr low-e innr, 1/4" gap, n 12 0.340 0 955 115 10.5 127 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, foreground asphalt (0.10), 1 ft overhang (4 ft window ht, 1.5 h sep.); 6.67 It head ht 2A-2ov: 2 glazing, Or ouir, air gas, vni frm mat, clr low-e innr, 1/4" gap, n 15 0.340 0 9.55 143 105 158 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; foreground a 30 0.340 0 9.55 287 223 670 asphalt (0.10); 1 ti overhang (5 ft window ht, 1.5 ft sep.); 6 67 ft head s 45 0 340 0 9.55 430 2.89 130 ht W 45 0.340 0 9.55 430 223 1005 all 135 0 340 0 9.55 1290 14.5 1963 wrightsoft- 2018-Feb-20 17 04 20 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 1 randeGRE%LoJ166Thornbrooke4O'sBocaGrandeGRE rup Calc = 10J8 House laces E 2A-2ov• 2 glazing, clr ouir, air gas, vnl Irm mat, clr low -e innr, 1/4" gap, n 19 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 it s 39 0.340 overhang (6.25 ft window ht, 11.67 fl sep ); 6.67 It head ht w 39 0.340 12.1 all 96 0.340 2B -21v: 2 glazing, clr ouir, air gas, vnl Irm mat, clr low -e innr, 1/4" gap, e 9 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium: foreground 1169 asphalt (0.10), 1 It overhang (2.7 ft window ht, 2.67 ft sep.): 6.67 It 921 head hl 1839 2A-2ov. 2 glazing, clr ouir, air gas, vnl Irm mat, clr low -e innr, 1/4" gap, e 9 0 340 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 7.67 it 201 overhang (8 0 window ht, 0.33 It sep.); 6.67 It head hl 89 2A-2omd: 2 glazing, clr ouir, air gas, mil no brk frm mat, cir low -e innr, s 64 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 1043 16 ft overhang (8 It window ht, 0 ft sep.); 6.67 fl head ht 952 2A-2omd: 2 glazing, clr ouir, air gas, mil no brk Irm mat, clr low -e innr, w 64 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 11 952 ft overhang (8 ft window ht, 0 It sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type a 24 0 390 n 18 0.390 all 42 0 390 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 1467 0.032 gypsum board int Insh Floors 20P-191: Fir floor, frm fir, 6" Ihkns, r-19 cav ins, gar ovr 468 0.050 22A-ipl: Bg floor, light dry soil, on grade depth 117 0 989 41- wrightsoft- Righl-Supe® Universal 2018 18 0 10 RSU24011 ACCK randeGRE\Lo11667hornbrooke40'sBocaGrandeGRE rup Calc = MJ8 House laces E 0 9.55 184 10.5 203 0 9.55 368 12.1 467 0 9.55 368 30.3 1169 0 9.55 921 19.1 1839 0 9.55 86 22.3 201 0 9.55 89 15.4 144 0 16.3 1043 14.9 952 0 16.3 1043 14.9 952 0 11.0 263 11.9 285 0 11.0 196 11.9 212 0 11.0 459 119 497 30.0 0.90 1319 1.73 2533 19.0 1.40 658 070 327 0 27.8 3252 0 0 2018 -Feb -20 17 04 20 Page 2 DEL --AIR Project Summary Job: Lot 166Thornbrooke40's... 1 7 Date: 06.04.14 NEATINC- AMCONOIIIONING Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831.2665 For: TAYLOR MORRISON Notes: 12/26/14 GCR Cooling Area (J12) 2425 1/6/14 GCR Volume (ft3) 21029 21029 RVSD 3/2/16 JA 0.41 0.21 Equiv. AVF (cfm) LS 4/30/16 JA 74 Use manufacturer's data y Resign Information 1.00 ton LS 2/2,,/ 1I17 A LS 11/'14 ,i Orlando Intl AR FL, US Btuh Winter Design Mlaiilsrg Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/Ib Heating Summary Structure 23318 Btuh Ducts 2134 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25452 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX- 036-230-19 AHRI ref 10258589 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 8.5 HSPF 32800 Btuh @ 47°F 26 OF 1160 cfm 0.046 cfm/Btuh 0.30 in H2O Backup: Input = 7 kW, Output = 25222 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure Heating Cooling Area (J12) 2425 2425 Volume (ft3) 21029 21029 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 144 74 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX- 036-230-19 AHRI ref 10258589 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 8.5 HSPF 32800 Btuh @ 47°F 26 OF 1160 cfm 0.046 cfm/Btuh 0.30 in H2O Backup: Input = 7 kW, Output = 25222 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22717 Btuh Ducts 3925 Btuh Central vent (0 cfm) 0 Btuh none) 34200 Btuh Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 26642 Btuh Latent Cooling Equipment Load Sizing Structure 3523 Btuh Ducts 1174 Btuh Central vent (0 c(m) 0 Btuh pone) 34200 Btuh Equipment latent load 4698 Btuh Equipment Total Load (Sen+Lat) 31340 Btuh Req. total capacity at 0.75 SHR 3.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBA27UHE-036-230'++TDR AHRI ref 10258589 Efficiency 12.5 EER, 15 SEER Sensible cooling 25650 Btuh Latent cooling 8550 Btuh Total cooling 34200 Btuh Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. pp- wrightsoft^ 2018 -Feb -20 17 04 20 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 1 ACCP. .randeGRE\Lot;66Thornbrooke4O'sBocaGrandeGRE rup Calc = MJ8 House laces E DEL --AIR Right -J® Worksheet mnrao-amcommimin Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 Job: Lot 166Thornbrooke40'sBoc... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 298.0 It 8.5 It 2466.3 112 FAMILY RM 400 11 9.3 It heaUcool 14 5 x 15.5 It 2248 112 Ty Construction number U•value Bluh/It2-"F) Or HTM BI 11--) Area (112) or perimeter (It) Load Ell h) Area (112) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 11 y/ - III----GGG VLG13A•2ocs 12C-0sw -- - 2A-2ov 2A -20v 2A•2ov - - - 2A-2ov 0.091 0.340 0.340 0.340 0.201 0.340 n n n n n n 2.56 9.55 9.55 9.55 5.65 9.55 2.32 10.55 10.55 10.55 4.29 10.55 488 6 12 15 353 19 455 0 0 0 1163 57 115 143 1054 63 127 158 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 536 203 334 0 1887 184 1434 203 144 19 125 0 705 184 IN _ -- 1y C 16A-30ad - _ 12C -Osw 2A-2ov 2B -21v 13A•2o- - - cs 2A -20v 11 DO 12C-0sw 2A-2ov0 13A-20cs - - - 2A-2omd 2A -ZDV 0.032 0.091 0.340 0.340 0201 0.340 0.390 0 091 340 n _ a a a 0_90 2.56 9.55 2 37 2.32 2233 22 33 38 236 30 9 38 197 0 0 34 504 287 86 90 456 670 201 0 0 0 0 P 0 0 0_ U 0 0 0 0 0 0 0 a a e s s 9.55 5.65 9.55 10.96 2.56 9.55 4 29 15.42 11_88 2.32 2.89 74 9 24___ 488 45 41 7 24____n_ 443 35 232 89 1133 430 176 144 285 1026 130 0 0 0- 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0.201 0.580 0.340 s s s 5.65 16.30 9.55 4.29 14.87 12.12 386 64 39 283 64 0 1601 1043 368 1216 952 467 0 93 64 0 29 64 0 164 1043 0 124 952 0 Vj1 1 _ G G Ll13A-2ocs R L -p C_ _ F F - 12C -Osw ---- 2A_2ov _ _ _ 2A• 2omd A_2ov . __ - _ _ 12C-Osw 11 DO _- -_ - _ _ 1&1 3i - _- - _ 20P-191_ - _ 22A•Ipl _ 0 091 0.340 0201 0.580 Q-310 0 091 w w w w w _ n 2.56 955 5.65 16.30 9.55 2.56 1096 2.32 22.33 236 45 191 0 488 430 970 1043 368 549 196 442 1005 737 952 1169 304 212 2533 327 0 0 0 0 0 96 0 0 0 0 0 0---0- 544 0 368 0 0-- 0 4.29 14.87 30.33 274 64 39 172 64 0 135 0 39 0 0 0 0 225.- 413 0 1169 0 0 1.42 11.88 293 18 215 18 0- 0 032 0 050 0.989 0.90 1 40 1.73 0.70 1467 468 1467 468 1319 658 3252 0 0 40 0 0 1112 0 0 027.79 0,00 999 117 6 c) AED excursion 1576 31 Envelope loss/gain 18893 18109 4120 3428 12 a) Infiltration b) Room ventilation 4425 0 1403 0 639 0 203 0 13 Internal gams: Occupants @ 230 Applances/other 6 1380 1825 4 920 0 Subtotal (Imes 6 to 13) 1 23318 22717 4760 4551 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 9% 171/6 0 0 0 23318 2134 0 0 0 22717 3925 0% 1 0% 0 0 0 4760 0 0 0 0 4551 0 Total room load Air required (clm) 25452 1160 26642 1160 4760 217 4551 198 Calculations amoved by ACCA to meet all requirements of Manual J 8th Ed. A.- wrGgF tsoft- 2018 -Feb -20 17.04 20 ACCA Righl-Suite® Universal 2018 18 0 10 RSU24011 Page 1 randeGRE\Lo1166Thornbrooke4o'sBocaGrandeGRE rup Calc = MJ8 House faces E DEL --AIR Right -JO Worksheet 1 AMM-AM001'"FIMMM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone. 407.831-2665 Job: Lot 1 66Thorn brooke40'sBoc Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KITCHEN 115 It 9.3 11 heat/cool 14.5 x 11.5 It 166.8 112 DINING 25.51t 9.3 It heal/cool 15.0 x 10.5 It 157 5 IV Ty Construction number LI -valueBlutdllz'F) Or HTM BI f12) Area (112) or perimeter (11) Load Bluh) Area (111) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vj/ IIL----- GGG Vr13A-2ocs G 12C•Osw 2A•2ov 2A-2ov 2A-2ov 0 091 0.340 0.340 0.340 n n n n 2.56 9.55 9.55 9.55 2.32 10.55 10.55 10.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2ov 0.201 0 340 n n 5.65 9.55 4.29 10.55 107 0 107 0 604 0 459 0 0 0 0 0 0 0 0 0 W 16A-30ad 12C-Osw 2A-2ov 2B -21v 0.032 n_ a a a kqQ 256 9.55 955 2_37 2.32 22.33 22.330 A 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.081 0.340 0.340 Vy Y- 6 13A•2ocS 2A•2ov 11DO 12C•Osw 2A•2ov 0.201 0.340 0.390a 0.091 0 340 a a s s_ 5.65 9.55 10.96 2S6 9.55 4 .29 15.42 11.88 2 32 2.89 0 0 0 6 0 0 0 0 6 0 0 0 0 0 0 13A-2ocs 2A•2omd 2A-2ov 0.201 0.580 0.340 s s s 3.65 16.30 9.55 4.29 14.87 12.12 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 98 0 0 552 0 0 419 0 0 V 1 L -G 12C -Os w 2A•2ov 0.091 0340 0.201 0.580 0.340 w w w w w9_55 2.56 9.55 5.65 1630 2.32 22_33 4,29 14.87 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 140 64 0 0 0 0 0 0 0 13A-2ocs 2A•2omd 2A-2ov 0 0 0 76 64 0 426 1043 0 324 952 0 fi D 12C-Osw 11 DO 0.091 0.390 n 2.56 10.96 30_33 142 11.88 0 00_ 0 0 0_ 0 0 320 0 0 0 00 6 0_ U 158 0 0 0 0 0 0 C _ F_ 16B•30ad ZOP-191 C1032 0.050 0-9 89 0.90 1.40 1 73 0.70 0 0 0 0 0 0 0 0 0 0 F 224.1pl _ - 27.78 0.0 0 167 12 0 26 709 6 c) AED excursion 130 1240 Envelope loss/gain 924 329 2730 2935 12 a) Infiltration b) Room ventilation 184 0 58 0 408 0 129 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 1 230 0 Subtotal (lines 6 to 13) 1108 1588 3137 3294 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 1108 0 0 0 0 1588 0 01/6 0% 0 0 0 3137 0 0 0 0 3294 0 Total room load Air required (cIm) 1108 50 1588 691 1 3137 143 3294 143 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. wrGgFstsoTt- 2018 -Feb -20 17 0420 AGCA - Right-Su4e® Universal 2018 18 0 10 RSU24011 Page 2 randeGRE\LoII66Thornbrooke4O'SBocaGrandeGRE rup Calc = MJ8 House faces E DEL --AIR Right -JO Worksheet MA'"° - AM Crr11114M Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831.2665 Job: Lot 166Thornbrooke4O'sBoc... Date: 06.04.14 By: BENTLEY t Room name FLEX UTILITY 2 Exposed wall 32.5 It 75 11 3 Room height 9.3 It heat/cool 93 11 heat/cool 4 Room dimensions 1 0 x 375.0 11 65 x 7.5 II 5 Room area 375.0 02 48.8 112 Ty Construction U -value Or HTM Area (Its Load Area (112) Load number Btuh/IIz-F) Btuh/II2) or perimeter (It) Bluh) or perimeter (11) Ell h) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 0.091 n 256 2.32 0 0 0 0-- 0 0Vj/ 12C-Osw 0 0 CC 2A-2ov 0.340 n 9.55 1055 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 LES 2A=2ov n_ 1055 0 0 0_ 0 0- 0-_- 0 11 Y-% 13A-2ocs 0.340 0.201 n 9.55 565 4.29 33 33 184 140 0- 70 70 394 299 2A -20y 0.340 955 10.55 0 0 0 0 0 0 0- 0 W 16A-30ad O Q32 n n- 0.90 2 37 0-----p 0 0 0 Vel 12C-Osw 0.091 a 256 2.32 0,--,- 0 0 0 Q 0 0 0 0 0 0 2A-2ov 0.340 a 9.55 22.33 0 0 0 0 0 0 0 0 I; G 2B -21v 0.340 a 9.55 0 0 0 0 0 0 0 13A-2ocs 0.201 e 5.65 22.33 429 O A 41 232 176 0 0 0 0 2A-2ov 0.340 a 955 15.42 9 7 89 144 0 0 0 0 11D0 0.390 a 10.96 11.88 24 263 285 0 0 0 0 Vy 12C -Os w 0.091 s 2.56 2.32 24 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 9.55 2.89 0__ 0 0____O____ 0 0_--.0- 0 13A-2ocs -- 0.201 s 5.65 4.29 195 1578856730000 2A-2omd 0.580 s 16.30 14.87 0 0 0 0 0 0 0 0 2A-2ov 0340 s 9.55 12.12 39 0 368 467 0---o---.O 0 0 0 0 0 0 0y/- 12C-Osw 0 091 w 2.56 2. 32 O 6 0340340 w 9.55 0 0---- 0 0----0 0 0 0 13A-2ocs 0.201 w 5.65 22.33 4.29 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.30 14.87 0 0 0 0 0 0 0 0 2A -2w w- 9.55 30.33 0-- 0 0 0 U 0----. 0 0 60Rt2C-Osw Q --Z40 0 091 2.56 1.42 172 154 394 218 60 155 86 D_ 11 DO 0 390. n 1096 1188 18 18 196 212 0 0-_ 0 0 C 16B_30ad -- -- _ 0.032 0.90 1_73 0 0 0 0 0 0 0 0_ F 20P_191---- 0050 1.40 0.70 0-- 0-- 0-- 0--- U 0 q_ 0 F 22A-tpl 0.989 27.79 0.00 375 33 903. 0-- 49 8 208 0 6 c) AED excursion 94 77 Envelope losstgain 3515 2221 757 308 12 a) Inhllraiion 520 165 120 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 4034 2386 877 946 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redislribution 0 0 0 0 14 Sublolal 4034 23% 877 946 151 Duct loads 1 0% 0°/, 0 0 0°/, 0% 0 0 Total room toad 4034 2386 877 946 Air required (c1m) 184 104 40 41 Calculations aoDroved by ACCA to meet all reauirements of Manual J 81h Ed wrigiNtsoft' 2018 -Feb -20 17 04 20 Right-Smle® Universal 2018 18 0 10 RSU24011 Page 3 randeGRE\Lo1166Thornbrooke4O'sBocaGrandeGRE.rup Calc = MJ8 House laces E DEL -AIR Right -J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.831.2665 Job: Lot 166ThornbrookeWsBoc... Date: 06.04.14 By: BENTLEY t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area POWDER 0 It 9.3 It heat/cool 7.5 x 3.5 It 263 IIz MASTER SUITE 38 0 It 80 It heat/cool 10 x 230.8 It 230 8 It' Ty Construction number U -value Bluh/II='F) Or HTM BI to Area (112) I or perimeter (11) Load BI h) Area (IIz) or penmeler (11) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 2.56 9.55 9.55 9.55 108 0 0 0--0- 276 0 0 250 0 0 0 V)/ - I`-----` GG+ 12C -Os w 2A-2ov 2A -20v 2A -?qv OA91 0.340 0.340 0.340 n n n n- 232 1055 1055 10.55 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 108 0 0 0--- 11 VjJ Imo;_ 13A-2ocs 2A-2ov 0.201 0.340 n n 5.65 9.55 429 1055 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 W tj y/ L --G 16A-30ad 12C-Osw 2A -20v 2B -21v 0.032 0.091 0.340 0.340 n_ a a e 0_90 2.56 9.55 9.55 2.37 2.32 22.33 22.33 0 0 0-- 0 0 0 0 0 0 0 0___ 0 0 0 0 38 0 0 0 0 0 0 80 38 0 0 0 0_ 0 0 80 34 0 0 0 0 0 0 205 90 0 0 0 0 0 0 185 0 0 0 0 0 0 13A-2ocs 2A-2ov t1 DO _ _ _ -- 12C-Osw 2A -20v 0.201 0.340 0.390 0.091 0.340 a a a s s 5.65 9.55 10.96 2.56 955 4.29 15.42 11_88 2.32 2.89 0 0 0--0 0 0 0 0 0 0 0 0 0-- 0 0 y/ L---{ G 13A-2ocs 2A-2omd 2A -20v 0201 0.580 0.340 s s s 5.65 1630 9.55 4.29 14.87 12.12 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 71 U 0 0 0- 0 0 0 0 0 i82 430 0 0 0 0 0 0 0 0 164 1005 0 0 0 0 0 y/ L --f F( D 12C-Osw 2A-2ov .---0.340 13A-2ocs 2A-2omd 2A_2ov 0.091 0.201 0.580 0.340 w w 2.56 955 2.32 22.33 0 0 0 0 0 0 0 0 0 0 0--_9 0 0 116 45 0 0 0 0 w w w 5.65 16.30 9.55 4.29 14.87 90.33 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 11 DO 0 091 0 390 n 256 1096 1.42 11.88 0 0 0 0 C _ - F_ 16B_30ac _ 2OP-181 Q032 0.050 0.989 0_90 1.40 27.79 1.73 0.70 0.00 0 0 0 0 0 0 0 0 0 0 0 231 0 0 231 0 0 207 0---0 0 398 026 6 c) AED excursion 2 656 Envelope loss/gain 0 2 1334 2749 12 a) Infiltration b) Room ventilation 0 0 0 0 588 0 186 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 25 1 230 0 Subtotal (lines 6 to 13) 0 23 1922 3166 14 15 1 Less external load Less transfer Reddslribution Subtotal Duct bads 1 01/6 0% 0 0 0 0 0 0 0 0 23 0 23% 1 401/6 0 0 0 1922 436 0 0 0 3166 1251 Total room load Air required (clm) 0 0 23 1 23% 107 4417 192 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsolF!' 2018 -Feb -20 17 04 20 ACCA ...... Right -Suite® Universal 2018 18.0 10 RSU24011 Page 4 randeGRE\Lo1166Thornbrooke4O'sBocaGrandeGRE rup Calc = MJ8 House laces E DEL -AIR Right -J® Worksheet Entire House DEL AIR HEATING 8t AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 Job: Lot 166Thornbrooke40'sBOC... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER BATH 95 It 80 It heal/cool 95 x 95 11 90.3 IV MASTER W.0 3.5 It 80 11 heal/cool 6.5 x 3.5 It 228 II' Ty Construction number U -value Bluh/II2'F) Or HTM BI 112) Area (Its or perimeter (It) Load Bluh) Area (I12) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cool 6 1113A-2ocs 2.56 9.55 9.55 9.55 5.65 9.55 2 32 1055 10.55 10.55 4 29 1055 76 - 0 12 0 0 0 64 0 0 0 0 0 164 0 115 0 0 0 148 0 127 0 0 0 Vjl I{ - GG 12C-Osw 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.340 n n n n 28 0 0 0 6 0 28 0 0 0 72 0 0 0 65 0 0 0 VLG 2A-2ov 0.201 0 340 n n 0 0 0 0 0 0 W_ VL212C•Osw 16A-30ad 2A-2ov 2B -21v 0_032 n 0.90 2.56 9.55 9.55 2.37 2 32 22.33 2.2.33 4.29 15.42 11_88 2.32 0 0 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0- 0--_ 0 0 0-- 0 0 0- 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 091 0340 0 340 a a e y! L_Gp V l - C 13A-2ocs 2A-2ov 11DO -__ 1C•Osw 2A-2ov 0.201 0 340 0.390 0 091 0.340 a a e s s 5.65 9.55 10.96 256 955 0 0 0 0 0 0 0 0____ 0 0 0 0 0 0 0 0 0 0 y/ I;_ _ GG 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 s s s 565 16.30 9.55 2.89 4.29 14.87 12.120 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L12C•Osw ZA-2ov 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 w w 256 9.55---2-2.33.-- 5.65 16.30 9.55 2.56 10.96 2-::r2 4.29 14.87 30.33 142 11.88 0 0-----0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 90 0 0 6 0 0 0 0_ 0 0 81 0 0 0 0--0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.201 0.580 0.340 w w w 0 0 0 0 0 0 R 1--D C_ F t2C•Osw 11DO 0.091 0.390 n 0 0 0 0 0 0 0 0 16B-30ad 2OP-191 0_032 0.050 0.989 0.90 1.40 27.79 1.73 0.70 OAO 156 0 p M U 23 0 20 0 39 0 F 2Z4•Id- - --- - 0--- 6 c) AED excursion 36 9 Envelope loss/gain 359 395 92 95 12 a) Infiltration b) Room ventilation 131 0 41 0 48 0 15 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1490 436 140 110 14 15 Less external load Less Iransler distribution Subtotal Ducllows 231/6 4091. 0 0 0 490 111 0 0 0 436 172 23% 4011, 0 0 0 140 32 0 0 0 110 44 Total room bad Air required (clm) 601 27 609 27 172 8 154 7 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. k- wrigFNtsof!- 2018 -Feb -20 1704 20 A-- 4= CA .... Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 5 randeGRE\Lo1166Thornbrooke4O*sBocaGrandeGRE rup Calc = MJ8 House faces E RDEL--AIR Right -J® Worksheet TMD - AM `ONMO M Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL 3277111 honeD40077ION665 Job: Lot I66Thorn brooke40'sBoc... Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER WIC 25.5 It 80 11 heal/cool 150 x 105 It 157.5 112 GAME ROOM 36.0 11 80 II heat/cool 10 x 485.5 11 4855 It= Ty Construction number U -valueBIuWII2 •F) Or HTM Ell 112) Area (IIS or perimeter (11) Load Bluh) Area (112) or penmeter (II) Load Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 0.091 0.340 0.340 0.340 0201 0.340 n n n n_ n n 2.56 9.55 9.55 9.55 565 955 2.32 1055 1055 10 55 429 1055 Vj! rll-----CGG+ 12C.Osw 2A-2ov 2A-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 15 41 0 0 0 105 0 0 143 95 0 0 158 0 0 y/ I 13A-2ocs 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AL _ LLQ ---(GG 16A-30ad 12C-Osw 2A-2ov 2B -21v 0.032 0.091 0 340 0.340 n a a e_ a a e_ s s 090 2.56 955 9_55 5.65 9.55 10.96 256 955 5.65 16.30 9.55 2.56 9.55 5.65 16.30 9.55 2.56 1096 0.90 t 40 27.79 2 37 232 2233 2.233 429 15.42 11.88 2.32 2'89 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 127 0 201 0 0 0 64 0 9 55 0 0 0 141 0 86 yl EGD V It -G 13A-2ocs 2A-2ov 11DO _ - 12C -Os w 2A-2ov 0.201 0.340 0.390 0.091 0 340 0 0 0 84 0 0 0 0 215 0 0 0 0 195 0 0 0 0 168 30 0 0 0 138 23 0 0 0 359 287 0 0 0 320 87 T= 13A -2o 2A•2omd 2A-2ov 0.201 0.580 0.340 5 s s__ 4.29 14.87 12.12 2.32 22.33 4.29 1487 30.33 142 1188 1 73 0700 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 Vj! G 12C-Osw 2A-2ov_ 13A-2ocs 2A-2omd 2A-2ov 0.091 0 340 0.201 0.580 0.340 0.091 0 390 w w_ w w w- n--- 120 0 0 0 0 0 0 120 0 307 0 278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0 0 0 0 0 0 0 0 0 0 0 0 0- C_ F 16B -!Qac ___ 20P-191_ 0.032 0 050 0.988 1.58 0 0 158 0 142 0 2_2 0 486 3_0 486 30 437 42 838 21 00000O0 6 c) AED excursion 65 135 Envelope loss/gain 663 680 1593 1712 12 a) Infiltration b) Room ventilation 351 0 111 0 495 0 157 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1014 791 2088 1869 14 15 Less external load Less transler Redistribution Subtotal Duct loads 23% 1 40% 1 0 0 0 1014 230 0 0 0 791 313 231% 1 40% 0 0 0 2088 474 0 0 0 1869 739 Total room load Air re ujred (c1m) 1244 57 1104 48 2562 117 2607 114 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed rP- wr;vp tsoPt- 2018 -Feb -20 17 04 20 ACC'P' 1--, Right-Su4e® Universal 2018 18.0 10 RSU24011 Page 6 randeGRE\Lo1166Thornbrooke40'sBocaGrandeGRE rup Calc = MJ8 House laces. E DEL -AIR Right -J® Worksheet WAY=-001001101ome Entire House DEL AIR HEATING & AIR PPNDITIONING 531 CODISCO WAY. SANFORD, FL 327hone. 407.831.2665 Job: Loll 66Thornbrooke40'sBoc Date: 06.04.14 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 2 105 It 8.0 It heal/cool 55 x 105 It 57.8 IV BED 4 25.0 It 8.0 It heat/cool 10.5 x 14.5 II 152.3 It2 Ty Construction number U -value Bluh/112-"F) Or HTM BI 112) Area (IIz) or perimeter (Il) Load Bi h) Area (IIz) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vj! II-GGG 12C-Osw - 2A-2ov 2A-2ov 2A-2ov 0 091 0.340 0.340 0.340 181 63 0 0 116 0 0 0 116 0 0 0 297 0 0 0 269 0 0 0 n n n n 2.56 9.55 9.55 9.55 232 1055 10.55 1055 84 6 0 0 78 0 0 0 199 57 0 0 11 y/ C 13A-2ocs 2A-2ov 0.201 0.340 n n 5.65 9.55 429 t0.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 1--- GG 16A-3Oa4 12C -Osw- - - 2A-2ov 2B -21v 0.032 0.091 0.340 0.340 n a a a 0 90 2.56 955 9.55 2 37 2.32 22 33 33 0 0 0 0 0 0 0 0 04 15 0 0 69 0 0 0 176 143 0 0 160 335 0 0 0 0 0 0 0 0 0 0 Vy GD T -GT-6 13A-2ocs - - 2A-2ov 11DO _ 12C -Os w 0.201 0.340 0_390 0 091 0.340 e a e s s 5.65 9.55 10.96__- 2.56 9.55 22 429 15.42 11.88 2.32 2.89 0 0 0_ 0 0 0 0 0_ 0 0 0 0 0__ 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0_ 0 0 0 0 0 0 0_ 0 0 0 0 0 yl C 2A-2ov 13A-2ocs 2A-2omd 2A-2ov 0.201 0 580 0.340 s s s 5.65 16.30 9.55 4.29 14.87 12.12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C G q D C F F - 12C-Osw 2A-2ov _ 13A-2ocs 2A-2omd 2A-2ov 1213-0sw 11 DO 16B-30ad. _ _ 20P-191 ta - - 0.091 0340 0201 0 580 0.340 0.091 0.390 0032 0.050 0.989 w w 2.56 955 232 22.33 4.29 1487 0 0 0 0 0 0 0 0--- 0-- 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 w w w n 5.65 16.30 055 2.56 1096 0 0 0 0 0 0 0 0 0 0 0 0 0 0 030.33 1.42 1188 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O.90 1.40 1 73 70 58 33 5$ 33 52 46 10p 23 152 152 0 152 1.52 0 137 214 263 106 6 27.79 0 O Q0 0 0 0 0 0- 6 c) AED excursion 31 102 Envelope loss/gam 355 336 967 1235 12 a) Infiltration b) Room ventilation 144 0 46 0 344 0 109 0 13 Internal gams Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 499 381 1311 1344 14 15 Less external load Less transfer Redistribution Sub1oIal Duct loads 23% 40"/ 1 0 0 0 499 113 0 0 0 381 151 231/6 401/0 0 0 0 1311 2% 0 0 0 1344 531 Total room load Air required (clm) 613 28 532 23 1609 73 1875 82 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrigFstsoPt^ 2018 -Feb -20 17 04 20 ACCA _ ^ Right -Suite® Universal 2018 18 0 10 RSU24011 Page 7 randeGRElLo1166Thornbiooke4O'sBocaGrandeGRE rup Calc = MJ8 House faces E RDEL--AIR Right -M Worksheet MIMIM•°° Entire House DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 PPhhND407-8833 - 2665G Job: Lott 66Thornbrooke40'sBoc... Date: 06.04.14 By: BENTLEY 1 Room name BED 3 BED 2 2 Exposed wall 27.0 It 6.0 It 3 Room height 8.0 11 heat/cool 8.0 II heat/cool 4 Room dimensions 11.0 x 13.5 It 10 x 1220 II 5 Room area 1485 112 122.0 It2 Ty Construction U -value Or HTM Area (112) Load Area po) Load I a number Btuh/Ilz•F) 0 BIUWIII) or perimeter (It) Bluh) I or perimeter (II) Bluh) Heat I Cod Gross I N/P/S Heat I Cod I Gross I N/P/S Heal I Cod 2A-2ov 0.340 OI OI OI V w v ev1 n o.a74 ed 0G SOI 401 n 9.55 1055 0 0A-30ad_ 0.032 n 90 2.37 12C -Os w 0.091 a Q 2.56 2.32 G 12A I a I_9.55I 22.33 0G213-21v 0.340 e 955 22.33 0 G 2o 0.3401 n 5.65 10-551_- OI- OI_ 2A-2ov 0.340 OI OI OI OI VJA-eocs v ev1 n o.a74 ed 0G2A-2ov 0 340 n 9.55 1055 0 0A-30ad_ 0.032 n 90 2.37 12C -Os w 0.091 a Q 2.56 2.32 G 2A-2ov 0.340 a 955 22.33 0G213-21v 0.340 e 955 22.33 0 0 13A-2ocs 0.201 a 5.65 4.29 G 2A-2ov 0.340 a 9.55 15.42 276 0 11 DO 0.390 e 10:96 11.88 0 15 12C-Osw 0.69-1--s 0 2.56 2.32 0 G 2A-2ov 0.340 s 9.55 2.89 0 0 13A-2ocs 0.201 s 5.65 4.29 G 2A-2omd 0.580 s 16.30 14.87 G 2A-2ov 0.340 s 9.55 12.12 Envelope loss/gam 12C-Osw 0 091 w 2.56 2.32 G 2A.2ov 0.340 w 55 22 33 0 13A-2ocs 0.201 w 9 5.65 4.29 G2A-2omd 0.580 w 16.30 1487 0 0 4i 2A-2ov 0 340 w 9.55 1378 12C-Osw 0.091 14 15 2.56 3.0_33 1.42 40p/1 0 11 DO 0.390 n 10.96 11 88 16B_30ad 0.032 0.9Q 113- 695 32 20P-191 0.050 1.40 070 22A-Ipl--27.79 0.00 V V V V V V 0 0 0 0 0 0 0 0 0 0 0 0 169 0 0 073187 0 143 335 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0___ 0_ 0 0_ 0 0 168 276 250 48 33 84 0 0 0 15 12 143 0 0 0 0 0 0 0 0 0 0 0 0 0 140 -- X61 11111= - ' 5I - - , o1- _ 1401_ Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgF tso1`t^ 2018 -Feb -20 17.04 20 ZcA ^ - Right-Su4eO Universal 2018 18 0 10 RSU24011 Page 8 randeGRElLo1166Thornbrooke4O'sBocaGrandeGRE rup Calc = MJ8 House laces E 6 c) AED excursion 100 26 Envelope loss/gam 999 1260 484 429 12 a) Inlillralion b) Room ventilation 371118 0 0 83 0 26 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 1371 1378 567 455 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 23% 40p/1 0 0 0 1371 311 0 0 0 1378 545 231/6 40% 0 0 0 567 129 0 0 0 455 180 Total room load Air required (clm) 1682 77 1922 84 695 32 635 28 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgF tso1`t^ 2018 -Feb -20 17.04 20 ZcA ^ - Right-Su4eO Universal 2018 18 0 10 RSU24011 Page 8 randeGRElLo1166Thornbrooke4O'sBocaGrandeGRE rup Calc = MJ8 House laces E DEL -AIR Duct System Summary HEmr,-AIR COM m0N018 Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407.831.2665 For: TAYLOR MORRISON Job: Lot 166Thornbrooke40's... Date: 06.04.14 By: BENTLEY Name 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 0.183 in/100ft 0.183 in/1001t Actual air flow 1160 cfm 1160 cim Total effective length (TEL) BED 2 131 ft Name Design Btuh) Htg Cf M) Clg Cf m) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (it) Trunk BATH 2 h 613 28 23 0.218 4.0 Ox 0 VIFx 25.1 85.0 s11 BED 2 h 695 32 28 0.216 6.0 Ox 0 VIFx 26.1 85.0 st1 BED 3 C 1922 77 84 0.204 6.0 Ox 0 VIFx 32.8 85.0 S11 BED 4 C 1875 73 82 0.211 6.0 Ox 0 VIFx 28.7 85.0 S11 DINING c 3294 143 143 0.201 7.0 Ox 0 VIFx 24.1 95.0 s12 FAMILY RM h 4760 217 198 0.191 8.0 Ox 0 VIFx 30.3 95.0 st2 FLEX h 4034 184 104 0.201 8.0 Ox 0 VIFx 24.4 95.0 s12 GAME ROOM h 2562 117 114 0.285 6.0 Ox 0 VIFx 14.1 70.0 KITCHEN c 1588 50 69 0.199 6.0 Ox 0 VIFx 25.7 95.0 s12 MASTER BATH h 601 27 27 0.308 4.0 OX 0 VIFx 7.8 70.0 MASTER SUITE C 4417 107 192 0,289 8.0 OX 0 VIFx 13.0 70.0 MASTER W.0 h 172 8 7 0.321 4.0 Ox 0 VIFx 4.7 70.0 MASTER WIC h 1244 57 48 0 276 5.0 Ox 0 VIFx 16.8 70.0 POWDER C 23 0 1 0.193 4.0 Ox 0 VIFx 29.1 95.0 st2 UTILITY C 946 40 41 0.183 4.0 Ox 0 VIFx 36.0 95.0 st2 wrightsoft^ 2018 -Feb -20 17 04 21 SCh Right -Style® Universal 2018 18 0 10 RSU24011 Page 1 randeGRE\Loll66Thornbrooke40'sBocaGrandeGRE rup Calc = MJ8 House laces. E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Cf m) FR fpm) in) in) Material Trunk st1 Peak AVF 210 216 0.204 396 10.0 0 x 0 VinlFlx st2 Peak AVF 634 557 0.183 593 14.0 0 x 0 VinlFlx wrightsoft^ 2018 -Feb -20 17 04 21 SCh Right -Style® Universal 2018 18 0 10 RSU24011 Page 1 randeGRE\Loll66Thornbrooke40'sBocaGrandeGRE rup Calc = MJ8 House laces. E 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 Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft^ 2018•Feb•20 17 04 21 Right•Suile® Universal 2018 18 0 10 RSU24011 Page 2 rand,GRE\Lo1166Thornbrooke4O'SBocaGrandeGRE rup Calc = MJ8 House laces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name Lot 166Thornbrooke40'sBocaGrandeGRE 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/door jambs and framing, and and doors skylights and framing shall be sealed Rim foists Rim foists shall include the air barrier. Rim foists 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 as. 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 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 rill voids between fire sprinkler cover plates and walls or ceilin a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400 2/20/2018 5 11 PM EnergyGaugeO USA - FlaRes2017 FBC 61h 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: D This checklist O 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, a -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). O Energy Performance Level (EPL) Display Card (one page) D HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report (usually one page) D If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v6 0 2/20/2018 5:1049 PM Page 1 0( 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Loll 66Thornbrooke40'sBocaGrandeGRE Builder Name. TAYLOR MORRISON Street. Pa I - Permit Office - City, State, Zip. FL, Permit Number Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area 2425 sq fl. Cond Volume: 20613 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data 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 0.2 inches w.g (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3 Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, it 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. BUILDING OFFICIAL: DATE: OF Tt]E ST.4 ar 0 w e OD W -E v 2/20/2018 5 11 PM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 HOUSE PRESSURE _ j FLOW: - 1 Pa I - cfm 2 Pa j cfm 3 Pa cfm i 4 Pa Ij cfm i5Pa I cfm I 6 Pa-cfm I 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 0.2 inches w.g (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing. 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3 Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, it 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. BUILDING OFFICIAL: DATE: OF Tt]E ST.4 ar 0 w e OD W -E v 2/20/2018 5 11 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 budding. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The budding 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 InstallationThe 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 budding 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 heal 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 lime of the lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -filling flue dampers or doors, and outdoor combustion air. Where using light -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 light -filling 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 rale of no more than 0.3 cfm per square foot (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or HAMA/ WDMA/CSA 101/1 S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 2/20/2018 5:11 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 budding 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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 Us) when tested in accordance with ASTM E283 a1 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 heal operation when the heat pump compressor can meet the heating load R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3 3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods. Rough -in test: Total leakage shall be measured with a pressure differential of 0 1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction lest 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 lest. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the budding 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). Budding 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)Healed water circulation systems shall be in accordance with Section R403.5.1 1 Heal 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 Ihermosiphon 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 heal 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 2/20/2018 5.11 PM EnergyGauge(D USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal 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 heal trap or a downward and upward bend of at least 3 Y, 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 adfustment 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 suppled to the main burner(s) of combustion types of service water -healing systems to be turned off. R403.5.6.2 Water -heating equipment. Water -healing equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Budding 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 slated requirements for the appropriate water -healing 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 Hol Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria 1 Be installed with a till 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 rales 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 adfacent 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. Healing 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 healing 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/wall 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 Umin a. When tested in accordance with HVI Standard 916 2/20/2018 5 11 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 Io 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 -lest 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 wel-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. Heal 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 limes 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 healing 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 A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. 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 shuloff 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 selling 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 healers 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 healing systems 3 Where pumps are powered exclusively from on-sile 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 healing, 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 healers fired by natural or LP gas shall not have continuously burning plot lights. 2/20/2018 5.11 PM EnergyGauge© USA - FlaRes2017 - FBC 61h 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 lest 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 (MandatoryM 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. 2/20/2018 5.11 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 r 42x42 A/C SLAB i BY BLDR MIN --- LFROM WALL •/C RaE+ _ ` P4D ts4e n oiii (l j_ t(N r>• _- H)J • • Y..l I Y fl[ Ln ra.IC•N E,y i •L Oer bMp Oi Oi w I r — — — — — —1 . ' O Kl to to boa. a.. lvivaw i I GATHERING ROOM w OWNERS SURE I a ».. ro to iaimsa 1 LANAI r i rw m •s.e I 70 TOu V/SI(V f2.OV IPM i rss•n.•m I O .....0 .. i ,•"'o I Pl.trorm by 66 * tMOT•L' S _ V 0 11b 1 j i 0' 1 adr Q -I• e --I— .aou.Ya.eE.e 't- b I.•'".a 1 ID.0 afm .m••ioer .. mry I scale 0/B••1'0' I I .eOolY auc tf , R- ow.sr 1 a41.en• e.r I sY[cureewe.t to Vt $! a e"Yw ast.E V fe.o •• I 14.0 l.ca - Z i cmnn A •...w Ye 1..8 l.cd J rt.aei'ir+aa 1 Q 1200 Rn•r aeo m owa •• Qi : •y 61 .... n :ora. ¢_ 12.6 I'. i I ! •r" " 9 My $ • e 'a i OKda6I•r O •? fPINING .. e.. 1 I ,r Tr16mOr.Naoa I I aa.i II 1 I 0 2 uoIly I1LLy osE 3 . L rb•e1 /, . a, b Wa e. a •OE• 1 R p- rl-- rsmo.:;' La oY"' "--'--- 8'- _- --- ° c`•` ° 6 aspl as > t 4if --- u_ TH 3' both duct o 6I.C.1 N 6• to roof cap Q— Q Q 1,CDa.4 s w/fan sr m Q a Q -"-- ,..,.r Nutone 696RNB z105 v = aar ' • I / I 1 I I IOtraY eqe Its 6' I 1EN. Y. .a V_1 ^ Q7 pup YAM I J _ inra'a m r.Yi Fl r wu ui ' .. ' E • Y. '•'•.. a O °' i'siILI F C`7 o (h Noma• a 4. o IOU cu CU \'0 I-, T I r o.n e a d ;ate•. rw+arr. 1— /- - ' 6 ' dryer .an coo 10 Y '• a. 3' bath duct :a :"0 BEDROOM2 M: Zlf9 scxn ra.•f-I O.4 . 0towallCap :em'm r s w/fon ,. i Poco+ Nutone 696RNB i lo. 1. 6 3 I b I 4 YfO 1 Q W.O ; UR GARAGE E1{• •9g ID.1 r0 •D• i4. 14.1. w oe•.uaarwr z n ra • Y.a•<""mY.rt • 6, 9• 10.6II.cd O 80 10-10'-Q 10.10'.9 .--r 5S BEORC 7 BEDROOM 4 Q/ Q YI1 fd Mr OG YO Mr yL 10~61.yq O z O r 0 Q O Q' 11N1VYf..0 w.l_ WY mn u.aRD]D4mrF—O M.POO. iq L7 \JD 00 'T LJ 40v YYa0a e°..a'4a ---1 O Z J Io vad ,.. YR.a. ra •• NOTE TO WIIOCR MUST PROVIDE UNRESTRICTED J Q 0 CD Zo.oaroo.0 I INCH UNDCRCUT KLOV DOORS TO H.1IT4q•C ROOKS } U O o z Trancfer wcts/pr01s shed In C.^ Il—, Q 003: \p LJ N COL. R .Ith rlorlda Reeldental wsmrn Codf-M16024 1— pCl J 1-- p W Y balani:wd return air. w .••rte . EXCCPTIONS 1-7 Y Rating z UPPER tTOOK PLAN T z;j CO ll.l .. .. > .. z GABA O Z p F 3MAINFLOORPLSJ 7 —1 O O Q EY Mus: have a minimum cleoronce of 4 Inches around the air manoter per tme a e m cL J (n.0 Q r, . n 0 d n 0 b Kt.(,UKU bury DESCRIPTION AS FURNISHED: Lot 166, THORNBROOKE 'PHASE- 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO Taylor Morrison of Florida, Inc. 30' UNNAMED PLATTED ROAD FLORIDA LAND k COLONIZATION COMPANY LIMITED W. BEARDALL'S MAP OF ST. JOSEPHS P.B 1, PAGE 114) S 00D12"21 " E / vd 40.00' P.I. T 10' LANDSCAPE.1 WALL. SV H 1. LIVING FENCE fSMT. SD F1. GARAGE t . . . . SO rT. ENTRY 53 SOFT. LANAI 150 SO. FT. BREEZEWAY- N/A SO FT. DRIVEWAY 403 LOT 166 A/C PAD 9 A\C WALKWAY 72 SO.FF IMPERVIOUS - 45.9 5.00' s.o' 5.00' SO.FT LANAI o 2.SR6 SOFT. o PAD. 5.00' CALCALL CALCULATED DR CASEMENTS THAT AFFECT THIS 15.0' POINT Of COMM[NCCMCNT r PERMANENT REFERENCE MONUMENT 4. NO UNOL7NGRWND NMPROVEYL7RS HAVE BCM WGATED UNLESS OTHERWISE $NO1YN, RGRO HAVE BEEN co PROBOADANNCE to PROPOSED r1r FINISHED FLOOR ELEVATION 2 CAR GARAGE RIGHT to H) NLDRN Uri W to DSLDX toLOT165CS COVERED a BJ. ENTRY 7. BEARINGS, ARE RASED ASSUNED DATUM AND ON THE LINE SHOWN AS RASE BEARING GRAM 8.0' 5.00' B. E EVATIWIS. Ir SHOWN. ARE Alt Ei' ON NATIONAL GEDDCRC DATUM Or 19". UNLESS OTNCMYSE NOTED. UTIL. U10.17Y i P. CER1ttLGTE OF AUTHORIZATION No. 4996 8.0' CHAIN LIKK rCHCC vDOO rENCC 0 rn CONCRETE BLACK POINT Or CUIvATURC 22.0' SCALE — I• TO DRAWN BY: '•• 5.00' POINT Or TANGENCY DESCRIPTION DRIVE fr 87.14' A-------------- 10' UTIL. ESMT. RP 18-12 ZR ZONING DATE g Ok to construct single family home with setbacks and impervious area shown on plan.-15•q"I°`^''P oca• G ra-vtae . GSR WALK U 7- N 00014'55" W (B.B.) 40.00" BOISE' RED LANE' TRACT 1 50' UTILITY & ACCESS R/W Kj Q v PROPOSED - FINISHED SPOT GRADE ELEVATION PER DR41NAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.5' PROPOSED GRADE PER CONSTRUCTION PLAN LOT 167 Lvl 4,781 SV H 1. LIVING 998 SD F1. GARAGE 510 SO rT. ENTRY 53 SOFT. LANAI 150 SO. FT. BREEZEWAY- N/A SO FT. DRIVEWAY 403 SOFT. A/C PAD 9 SOFT WALKWAY 72 SO.FF IMPERVIOUS - 45.9 X NON -RADIAL 2,195 SO.FT SOD 2.SR6 SOFT. CRUSE'NME EE'R-SCOTT ASSOC., INC. - LAND SURVEYORS R/W 440 SOFT P LAT APRON 110 S0. FT. BUILDING SETBACKS: PLOT PLAN ONLY* • SIDEWALK 200 SO. FT FRONT e 25' REAR ' 15' SIDE 5.0' SIDE CORNER - 10' NOT A SURVtY) PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER CLIENT(NOT FIELD VERIFIED) I SOA 130 SO.Fi IUL A IRON RDD CONCRETE AREA - 5.221 DRIVEWAY = 513 SIDEWALK = 272 SOD - 2,716 SO FT SO.F . SOFT SORT PROFVSSIONN SURVEYORS AND WPPERS W CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SCC1pN 472.027, FLORIDA STATUES SET IR. ILD 456 IR r7DLD 4596 NR. NON -RADIAL CRUSE'NME EE'R-SCOTT ASSOC., INC. - LAND SURVEYORS LCGCND - LEGEND - P LAT PAL POINT ON 5400 E. COLONLAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 f FIELD TYP. LINE TYPICAL NOTES: I.P. IRON PIPE PRG POINT Or RCVCRSC CURVATURE 1. ME UNDERSIGNED DOES HEREBY CCRWY THAT THIS SURVEY MEETS THE STANDARDS Or PRACIICC SET rORTH BY THE FLORIDA BOARD Or CELC IRON RDD CONCRETE ELRAO. POINT Or COMPOUND CURVAIT/RC RADIAL PROFVSSIONN SURVEYORS AND WPPERS W CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SCC1pN 472.027, FLORIDA STATUES SET IR. ILD 456 IR r7DLD 4596 NR. NON -RADIAL 2• UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICUM RAISED SFA. THIS SURVEY NAP OR COPIES ARE NOT VALID. REG. RCCOVCRCDRCC vITNCSS POINT J. TNS SURVEY WAS PREPARCO rROM TIRE INTORMATION FURNISHED TO THE SURVEYOR. THERE WY BE OTHER RESTRICTIONS PAD. POINT Or BEGINNING CALCALL CALCULATED DR CASEMENTS THAT AFFECT THIS P.C.C. POINT Of COMM[NCCMCNT IRK PERMANENT REFERENCE MONUMENT 4. NO UNOL7NGRWND NMPROVEYL7RS HAVE BCM WGATED UNLESS OTHERWISE $NO1YN, RGRO HAVE BEEN A CCNICRLINC r1r FINISHED FLOOR ELEVATION 9. THIS SURVEY S PREPARED FOR THE SOLE BENEFIT OF THOSE CCRRIIED TO AND SHOULD NOT BE RCUCO UPON BY ANY DINER ENTITY. NLDRN NAIL t DISKOr-VAYRIGHTCASEMENT DSLDX WILDING SEIDACK UNC BCNCIBNRK Q DIMENSIONS SHOWN FOR THE WCADON Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RCCONSTRUCT BOUNDARY LINES. I:SMI. CASCNENT BJ. BASE DEMING 7. BEARINGS, ARE RASED ASSUNED DATUM AND ON THE LINE SHOWN AS RASE BEARING GRAM DRAINAGE B. E EVATIWIS. Ir SHOWN. ARE Alt Ei' ON NATIONAL GEDDCRC DATUM Or 19". UNLESS OTNCMYSE NOTED. UTIL. U10.17Y P. CER1ttLGTE OF AUTHORIZATION No. 4996 arc. vDrc_ CHAIN LIKK rCHCC vDOO rENCC CilP.C. CONCRETE BLACK POINT Or CUIvATURC SCALE — I• TO DRAWN BY: '•• P,T, RESC. POINT Or TANGENCY DESCRIPTION CERTIFIED BY: DATE ORDER No. RCTLC"GIH PLOT PLAN 02—IJ-2018 840-18 D DELTA C CHORD C.D. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN ST0fGRUS gel. THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' MEYER, L.S. / 4714 ZONE 7(MAP / 12117C 0055 F. . SCOTT, R.LS 1 4801 ENGINEERING PACKAGE 3 Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 219MA/219TA/219SE Lot Alt: 01/102/ Lot: 166 Block: Unit: Address: JobNumber: N362189B Revision Date: New Load #: N stir v 2' CARPENTER CONTRACTORS OF AMERICA, INC s 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 R/01 AR36) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES nvvl vt_Irsat- \n.I ..,I THIS Dw6 PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANS[ -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 then k Inch. StrongDack briaging 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 Drlcging should not be attached between common and girder trusses that have more than u inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENOS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MIN[NMUM 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. N.T.S -Not To Scale) Gosoogoac6pBetAltsDet6S6S8--65688REPI! E IR) Design Crit: TPi-2OO2(STO)/FRC PLT TYP. Wave C RT=1.00 1.25 10 0 7.31.11 Y:1 FL 1 E U1110I00•• TRUSSES 0(OJIt[ (ITINE C•.[ III r116I:1TI0., «.NOIIK. SNIPPIN:. INST•WHII 1.0 11.CI14 ua. 1e as ou1wl" ca.ONbr S.rm .roeN.I'1aq. w6t1'1NCO 6+ m [rests .1..n nsnTu.. cu POP. « 111 3.111. 3.111 111. •1.(1•.0.1• r•. 111..1 .Ne .IC. (.009 RUSS MACK Or •Ott It •. 6l.. 1tl 1.•t ls[ SEK. w013<0. wl 111101 fel {.ItIl ...CIIC(S •11(110 •C110M.4 T41c IaMCT10N1. GI Or«[1VIft IKIC.T(0 Te. C«ete {w al wr( .16•(1a+ •rt1t«Ce {.KTOuI •.•cls .Ile WTION c«0.0 {«1'11. « E PAOK.tY tTT1.ACO 01619 CCILIN6. 1G 0 ENsf.,{f' TC LL PSF REF R081- 48357 TC OL PSF DATEE 07 /28/09 BC OL PSF DRW mcUSR081 09209398 ALPINE h1V aWAYIn ti0 Mnb Glow Inc."+ 1) mpo 0 Haines Cl FL 33544 FLCOA10278 IM/DRTANT••fp.13« . COPY Of THIS OI144 r0 T«( 1-11-LL.I TRN COWS -Cl". ITV $Co. INC {«11.1. .01 a 6csren.0 ro...i enur'*'1A'1 aN r«. oII...4T fuw.1 . 1.310 i«E ..i3 14 CWIO.wPcc .1MT•II a 1.10IC•rl.t. «•WLI Ot. •.'100. IN1r.1.1.1«c 1 11.11.0 M T1U33t3. 0(3.. IONFof«f U:H ..PIIC•01.( P0ov1{IOq Of «os IN.TIGwt OCS16N AfO. IT •r6P.1 •N9 It[. Iry 6C6 CO..IIOt •I iI .t( 0.01 of 201141166,N'.Ium .3I0 .431 61.0( .0100 1.. ./«,33) 011, MCI •••1.Y 1..1(3 To VC0 r.CE of TRUSS •N0. MISS OI«p.If( WATTS e. THIS Ots16...03(r10. C. 0...1.63 160.•[. IK•[CTI0. 01 •UTE{ FOLLQV(0 61 (1) '1«µL It •t' •«0EI 11 Of TPII.1092 M.) • %14 e. 1.13 OU.IM INOIC•TES KCVr•NC( M Ptor(SSIC4L (46101(41" CAPOP{1111.1"' WILY rot WE 74141 CO0•Y.[0T 0[SI6N 1«Ov4. TUC SU1.61L1" .NO USE CF THIS CowO.ENI rot 401 091(01.6 13 Tq OtSKNSIIIL(" of TV( wnoncac{w.a.cl.vuIT., 'CC. 2. V No.622T2 \9 1 1 f # STATE OF fv•,ORIR* Jul /E 6` BC LL PSF HC -ENG DR/QR TOT. L0. PSF AR36 OUR .FAC. FROM SPAC i NG JREF - 1TTOO81_Z 18 Yee ------------- P 1 llftisolir CtinneMors _ - : ' • _ :. ;, •:-- _ r'— >: , -- - -- - :. •- 0: 0 O1 HSUR/L Hangers 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 245: 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 245: at 100% of the table load. For allowable loads on HU products not listed In the table request technical bulletin T-HUHUCTTN (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* TWO screws or for concrete walls using % x l % hex head Titen screws Titen screws are not provided. Drill the 35: diameter hole to the specified embedment depth plus W. Alternatively, drill the 35: 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 o1 1'h' is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. StrongTie HUC410 0 These products are available with additional corrasion protection. Additional products on this page may also be available with this option, check with Simpson Strono-Tie for delalts. Model No. HU26 W 144. Dimensions H 3%s B 2% CMU 4-Yx2Y Titen Fasteners Concrete 4-%x1Y Tden Joist 2-10dx1'h Allowable loads (DF/SP) UplitlCodeDown 160) 160) (100/115!125) 290 1545 Rel HU285 1% 5'/. 2% 6-'/.x2YThen 6-'/.x14:Tden 4-10dxl% 575 2400 HU210 1446 7'h 2% 8-%x2YTiten 8-''%x1%Tilen 4-10dx1'h. 575 2400 HU46 3% 950 234 12-'/.x2YTiten 12-'/.xl%Tnen 6-10d 1085 3950 HU26 2 3% 1 5% 234 12-'/.x2YThen 12-%xl%Then 6-10d 1085 3950 HU48 3% 6'Y. 2% 14-1/44% Titen 14-%xl%Tnen 6-10d 1085 4350 170 HU28-2 3% 7 2% 14-Yx2%Tnen 14-%x13:Tnen 6-10d 1085 4350 HU410 345. 8% 234 18-'/. %Titen 18-Y.xl%Tnen 10.10d 1810 5085 HU21D-2 3% 8'34. 2'h 18-Y.x23:Then 18-'/.xl%Tden 10.10d 1810 5085 HSUR/L26-2 3% 4'%s 2%s 12-Yx2Y Tilen I 12-'/.x13: Titen 4-16dx2% 815 26255 upan ioaos nave oven mcreasea for wind or earthquake loading with no further Increase is allowed. Reduce where other loads govern 2. Minimum concrete strength Tc 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 an be ordered skewed 45• and achieve the same loads. 4. See page 159 for Titen screw information. Use stainless-steel Tnen* 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. Table allowable loads were determined using tested lowest ultimate/J or fastener calculation values. 7. NAILS: 16d)2% = 0.162' dia. x 2%' long, 10d = 0.148' dia. x 3' long, 1000 14 = 0 148' dia. x 1 W long. See page 22-23 for other nail sizes and information. HU410 Installed on Masonry Block Sidewall 1', 4ir. 111T4 li:'.:sl„ tiued a•, Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sida:all I] 1 a 0 0 Alternate Allowable Loads (Yi Maximum Hanger Gap SIMPSON StrongTie Model Min. Dimensions Fasteners DF/SP Allowable Loads Allowable Loads S7AIlowable Loads SPF/HF Allowable No. He ght W H B Carrying Carried Uplift Floor Snow Root wind Uplift F Uplift' Roof Wind Code Wind Member Member 160) 100) 115) 125) 160) 160) 1 115) 125) 150) net. DOUBLE 2x SIZES SINGLE 2x SIZES HGUO26.2-SDS3 12 3% 1% 5'h. 3'/, 20-16d 11-10dx1'h 670 2735 2735 2735 2735 575 1725 1725 1725 12 315. 714.4 20)'/.'x3' 3% 1% 5Yi. 354 20-16d 14-10dxl% 1175 2940 3100 3100 3100 1010 1955 1955 1955 8)'/.'x3' 3440 5'h 134 SY,. 3'h 20 16d 20 10dx154 1215 2940 3340 3600 3760 1045 2370 2370 2370 TRIPLE 2x SIZES IF3Y. 13G 7% 3'h 26-16d 14-10dxl% 1125 3770 3770 3770 3770 970 2825 2825 2825 d3765 17 Li 7, 3720 7Y. 1% 754. 3'h 26-166 26.10dx1'h 1920 3820 4340 4680 5015 1695 3285 3730 3765 6605 F22 3% 1% 9%, 3% 32-16d 14-tOdx1'h 1250 3600 3600 3600 3600 1075 2700 2700 2700x) 9'/. 134 914 3% 32-16d 32- OOdx1'34 3255 4705 5020 5020 5020 2800 3765 3765 3765 5040 5165 5165 5165 1710 3630 3720 3720 DOUBLE 2x SIZES HGU028-4-SDS6 4M61/ se 20 3/.'x6' 6) Y: x6' 4020 8400 HTU26.2 (Min) 3% 334. 9h. 3'h 20-16d 14-10d 1515 2940 3340 3500 3500 1305 2205 2205 2205 2205 10260 HTU26.2 (Max) 554 344. 545. 3'h 20-16d 20-10d 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205HTU28.2 (Min) 3% 335. 7'h. 3'34 2616d 14-lOd 1490 3820 3980 3980 3980 1280 2985 2985 2985 2985 17, HTU28-2 (Max) 7Y. 315. 7%s 3334 26-16d 26-10d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17, HTU21D-2 (Min) 3'h 314. 954. 314 32-16d 14-10d 1755 4255 4255 4255 4255 1510 3190 3190 3190 3190 F22 HTU21D-2 Max) c- hhl. In,..n..... - 9Y. tee 335. 9%. 3% 32-16d 32-10d 3855 4705 5345 5760 6470 3315 4045 4595 4855 4855 HGUO hangers provide similar capacities as HGUS double shear hangers, but they use Simpson IStrong -Te* Strong-Drivew 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. tMATERIAL: 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. I For applications where the length of the supplied screws exceeds the thickness of the isupportinggirder, 3' or 4'h' 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. i CODES: See page 13 for Code Reference Key Chart. to to to to to to .... to HGU028-2 H Io . B Model Dimensions SDS Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads No. Go RefeWHBCarryingCarriedUplift' Floor Snow Rool Wlnd Uplift' Floor Snow Rool WindMemberMember160) 100) 115) 125) 160) 160) 100) 115) 125) 160) DOUBLE 2x SIZES HGUO26.2-SDS3 12 335. 5 4. 4 12) Y.'x3' 4)'/.'x3' 1635 5040 5565 5565 5565 1175 3630 4005 4005 4005HGU028-2-SDS3 12 315. 714.4 20)'/.'x3' 6 '/.3x3' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22HGU0210-2-SOS 12 315. 934.4 28 3/.'x3' 8)'/.'x3' 3440 7415 7415 7415 7415 2475 5340 5340 5340 5340 TRIPLE 2x SIZES HGU026-3-SDS4.5 12 4'34. 5% 4 (12)'%5x454' 4)'h'x4'h' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU028-3-SDS4.5 12 4'34. 7'/. 4 (20) Y.5t4'h' 6)'/: x454' 2565 8400 9175 9175 9175 1845 6050 6605 6605 6605 F22HGU0210-3-SDS4.5 12 4'34. 9'/. 4 (28) Y x4'34' 8) %-x4'h' 3440 9745 9745 9745 9745 2475 7015 7015 7015 7015 QUADRUPLE 2x SIZES HGUO26-4-SDS6 4 12 'Y.'x6' 4 Y.'x6' 2375 5040 5165 5165 5165 1710 3630 3720 3720 3720HGU028-4-SDS6 4M61/ se 20 3/.'x6' 6) Y: x6' 4020 8400 8860 8860 8860 2890 6050 6380 6380 6360 F22HGU02104-SDS6 4 28) Y: x63 8)'/.3x6' 4170 10260 10260 10260 10260 3000 7385 7385 7385 7385 41 SIZES HGU046 SDS3 12 33i 4'b 4 12)'/.7Q' 4)3/.'x3' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU048-SDS3 12 334 6K 4 20)'/. z3' 6)'/.513' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22HGUO410-SDS3 12 31L 8'h 4 28) Y.'x3' 8)'/.'x3- 34401 7415 1 7415 7415 7415 2475 5340 5340 5340 5340 If) j 1. Uplift loads have been increased for wind or earthquake loading with nolfurtherincreaseallowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads ,n accordance with ANSI/TPI 1.2007 Simpson Strong•Tie'r Connector Selector'" Software includes the evaluation of cross -grain tension ,n its hanger allowable loads For additional information, contact Simpson Sirong-TreSim-",Str:ng•rcc!rong-Dr_.,e are,el:,riJ;,...•r....•....:.........h ira-s Ft.b • a', aPPIIA' 4d ir%f!:vi Desip.m% inuv.ocu or ANSilI Pi 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required through the plate using a maximum of %' bit). 4 a. bub screws mar penetrate all plies of the supporting girder (swaws must penetrate a minimum of 1' into the last truss ply) may also be used to transfer the bad through all the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SOS screws at the hanger loabons may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 6. The sunportino olyder tn_ ' must In-edcau:!,, R '; c a to cr-omrr.-date the;rrer ih R..:.., r,,• ..,.... _. _. +.t !. 1. r' ', : ` rAa y x J Tor dK' Ienp SZJS su 3 _ :... _. may oe aubsuruttu out Jia fu -19a, su., aCrews wnu no road reduction. 7. For Installations to LSL, use the DF/SP table loads. 137 HTU Face Alounf Truss Hangers 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 low as 3%*. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Mtemate allowable loads are provided for gaps between the end of the truss and the carrying member up to 'A' max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %'per ASTM D1761 and 07147). 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 tor additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Unndnrd Allnw2hlo I nadt I/.* Maximum Hanner Gan) HTU26 Min. Heel Height Per Table I PSONongTie Typical HTU25 Minimum Nailing Installation end o1 iris's and -- carrying member HTU Installation for Standard Allowable Loads For 54' maximum gap, use Alternate Allowable Loads.) Alternate Installation - HTU28 installed on 2x6 carrying member HTU210 similar) Model No. Min, Heel Height Dimensions Fasteners the carrying member. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. DF/SP Allowable Loads r i i• 3 Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. SPF/HF Allowable Loads t ; Code W H g CarryingMember Carried Member Uplift 160) Floor 100) Snow 115) Rool 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 150) Rel. In. Member Member Member 160) 100) SINGLE 21 SIZES 125) 150) 160) 100) 115) 125) 150) HTU26 3'A 1 13'. 5%613% 14-10dx1'A 20-16d 11.10dxl% 730 2940 3045 3045 3045 630 1550 1920 1920 1920 5'A HTU26 (Min) HTU26 (Max) HTU28 (Min) HTU28 Max 37A 5'A 3% 7% 1% 1% 1% 1% 57A. 57A. 7'A. 7'A. 314 3'A 3'A 3'A 20-16d 20-16d 26-16d 26-164 14-10dx1'A 20.10dx1'A 14-104x1'% 26-10dx1'A 1250 1555 1235 2140 2940 2940 3820 3820 3200 3340 3895 4340 3200 3600 3895 4680 3200 4010 3895 5435 1075 1335 1060 1840 K2920 2015 2870 2920 3730 2015 3095 2920 4025 2015 3450 2920 4675 17, L17, F22 HTU210(Min) 37A 1% 9'A. 3K 32-16d 14-10dx1'A 1330 4355 4355 4355 4355 1145 1 9'/. 1 3265 3265 3265 2760 HTU210 (Max) 9'/. 1% 9'% 3'A 32-16d 32-10dx1'A 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26-2(Min) 3% 334. 5K. 3'A 20-16d 14-10d 1515 2940 1 3340 3600 3910 1305 1 2465 2465 2465 2465 HTU26-2 (Max) 5'A 334. 5'A. 3'A 20-16d 20-10d 2175 2940 3340 3600 4485 1870 1 2530 2870 3095 3855 HTU28-2(Min) HTU28-2 Max) 3% 7% 33;. 33;. 7'A. 7'A. 3'A 3'A 26-16d 26-16d 14-10d 26-10d 1530 3485 3820 3820 4310 4340 4310 4680 4310 5850 1315 2995 3235 3285 3235 3730 3235 4025 3235 5030 L17 F22 HTU21D-2(Min) 3% 335. 9A. 3'A 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210 2 (Max) 9% 334. 9%. 3'A 32-16d 32-10d 4110 4705 5345 5760 7200 3535 4045 1 4595 4955 6190 l 1. The maximum hanger gap is measured between the joist (or truss) end and ANSI/TPI 1-2007. Simpson Strong -Tie•' Connector Selector'" Software includes the evaluation of cross -grain tension in its hanger allowable loads. For additional Fasteners the carrying member. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. information contact Simpson Strong -Tie. - ply7. Loads shown are based on a minimum 2 2x prrying member. For singlerii• 3 Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2x carrying members, use N10 (10dx1'A') nails into the header and reduce the t ; 4. Wind (160) is a download rating. allowable download to 0.70 o1 the table value. The allowable uplift is tool. of V 1 Carrying 5. For hanger gaps between '%' and IN use -the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with the table load. 8. NAILS: 16d = 0.162' dia. x 3'A' long, 10d = 0.148' dia. x 3' long, 10dx1'h = U lift Snow 0.148' dia. x 1'A' long. See page 22-23 for other nail sizes and Information. Wind Uplift Alternate Installation Table for 20 and 2x6 Carrying Member Snow i 1 Ste table above for dimensions and addiiinr," 4 wart S: t art = 0162' dia. OW lonq, lnrt,+'A = 0.148' dia. x 1'A' long i'} ' . - .. - .. 7"?rLS' •d'ilit'i9ctig:i' O:.p'S'ii !it! i..1"Sf::., ....a :'1":... ,..... .!!'i':.:..::'s4 `S i,7r"" .. .•-? 14.:r^^.',*•IHor• . . _._.. - • . ' ... _ _ .. _ .. .. '. 136 3• Wind (1 60) is a download rating. Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Height Carrying Ca In Carried U lift Floor Snow Root Wind Uplift Floor Snow Rool Wind Rel. In. Member Member Member 160) 100) 115) 125) 150) 160) 100) 115) 125) 150) HTU26 (Min) 37A 2-2x4 10-16d 14-10dx1'A 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26 (Max) 5'A 2-2x4 10.16d 20-10dx1'A 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 IT L17, HTU28(Max) 7'/. 2-2x6 20-16d 26-10dx1'A 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 HTU210 (Max) 1 9'/. 1 2-2x6 I 20-16d 32-10dx1'A 2760 2940 1 3340 3600 3905 1 2375 1 2530 1 2870 1 3095 1 3360 i 1 Ste table above for dimensions and addiiinr," 4 wart S: t art = 0162' dia. OW lonq, lnrt,+'A = 0.148' dia. x 1'A' long i'} ' . - .. - .. 7"?rLS' •d'ilit'i9ctig:i' O:.p'S'ii !it! i..1"Sf::., ....a :'1":... ,..... .!!'i':.:..::'s4 `S i,7r"" .. .•-? 14.:r^^.',*•IHor• . . _._.. - • . ' ... _ _ .. _ .. .. '. 136 3• Wind (1 60) is a download rating. I i Plafed;Truss.Connecfors- - - •. . - ' -- - - • • - - - - -. _ FACE MOUNT HANGERS Theo protlu V.,, ava/lable -0 additional corroslon protection. Additional products on , These products are approved for installation with Me Strong -Drive SD1thispagemayalsobeavailablewiMMisoption, check with Simpson Strong -77a for details. Simclural-r-nnedor screw. See page 27 for more information. Model Min. Dimenslons Fasteners OF/SP Allowable Loads SPF/HF Allowable Leads No. Heel Ga Height W H B Carrying Carried Uplift' Floor Snow Roof Wind Uplift' Floor Snow Ron[ Wind Code Member Member (160) (100) 115) (125) (160) (160) (100) 115) 125) 160) Ret. DOUBLE 21 SIZES LUS24-2 2% 11813 i 316 2 4-164 2-16d 440 800 910 985 1250 380 680 780LUS26-2 0. 18 334 4% 2 4-16d 4-16d 1165 845 1070 17. F6. L17103011801280162510008801010HHUS26-2 Ills 14 334. 5% 3 14-16d 6.16d 1550 1090 1385 2785 3155 3405 4265 1335 2390 2710HGUS26-2 a 12 334. 5A 4 20-16d 8-16d 2155 2925 3665 4355 4875 5230 5575 1855 3750 A- 17, L17, F23 LUS28-2 414. 18 3+1A 7 2 6-16d 4.164 1165 4500 4795 1315 1500 1625 2060 1000 -1125HHUS28-2 635. 14 334. 7'/. 3 22-16d 8-16d 2000 1285 1390 1765 4210 4770 5140 6440 1720 q, F6, L17 HGUS28-2 694. 12 334. 734. 4 36-16d 12-16d 3235 3615 4095 4415 5375 7460 7460 7460 7460 2785LUS21D-2 6'34. 18 336 1 9 2 8-164 6-16d 1745 6415 6415 6415 6415 17, L17, F23 1830 2090 2265 HHUS210-2 8'14 14 334. B'/ 3 30-16d 10-16d 4000 2870 1500 1565 1785 1935 2455 17, F6,L17 5635 HGUS210-2 835. 12 334. 935. 4 46-16d 16-164 1 4095 6380 6880 7165 3525 4835 5270 5380 5765 9100 9100 17, L77, F23119100111100135251746511773076257825 TRIPLE 2z SIZES HGUS26-3 495. 12 495. 5% 4 F20T16d 8.164 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 6'34, 12 4'34. 7% 4 3616d 12164 3235 7460 7460 7460 7460 2785 6415 6415 6415HGUS210-3 895. 12 495. 9'/. 4 46-16d 16-164 4095 6415 9100 9100 9100 9100 3525 7825 7825HGUS212-3 1034 12 494. lov. 7825 7825 17, L17, F23 0 9600 9600 9600 4335 8255HGUS214.3 1234 12 4,14. 12'/. 1 4 66 164 22-16d 5515 8255 8255 8255 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2z SIZES HGUS26-4 51,4 12 634. 57As 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-4 7Y. 12 6%. 7%. 4 36-16d 12.164 3235 7460 7460 7460 7460 2785 6415 6415 6415HGUS210-4 9% 12 634. 9%. 4 46-16d 16-16d 4095 6415 9100 9100 9100 9100 3525 7825 7825 7825HGUS212-4 10% 12 615. 19% 4 56-16d 20-16d 5045 7825 17,L17,F23 9600 9600 9600 9600 4335 8255HGUS214-4 12% 12 b%e 12% 4 66.16d 22-164 I 5515 8255 8255 8255 10100 10100 10100 I 10100 I 4745 8685 8685 8685 8685 4z SIZES LUS46 HGUS46 436 18 314. 4% 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6,L17 HHUS46 4Y. 12 3% 4'R. 4 20-16d 8 16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 LUS48 435. 14 3% 535. 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 1 2390 2710 2925 3665 17,L17,F23 4% 18 3Y6 63: 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765HUS48 HHUS48 636 14 314. 7 2 6-16d 6-16d 1550 1595 1815 1960 2470 1550 1365 1555 1680 2115 17, F6,L17 6% 14 3% 7% 3 22-16d 8.16d 2000 4215 4770 5150 6440 1720 3615 40954415 5535HGUS48634. 12 3% 79i. 4 36.16d 12-16d 3235 17,L17,F2374607460746074602785641564156415LUS410 HHUS410 6% 18 314. 8Y4 2 8-16d 6-16d 1745 6415 1830 2090 2265 2870 1500 1565 1785 1935 24558% 14 336 9 3 30-164 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17, F6,L17 HGUS410 HGUS412 B%s 12 3% 91%,. 4 46.164 16-164 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F231034. 12 3% 103341 4 56-16d 20-164 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255HGUS41411%. 12 3% 1235. 4 66-16d 22.164 17,L1755151010010100101001010047458685868586856685 1. Will loads have been increased 60% for wind or earthquake loading with no furtherincreaseallowed. For normal loading applications such as cantilever ANSI/TFI 1.2007 Simpson Strong -Tie' Connector Selector', Software includesconstruction refer to Simpson Strong-Tiee Connector Selector" software the evaluation of cross -grain tension in its hanger allowable loads. For additional divide the uplift or conservativelyloadby1.6. information, contact Simpson Strong -Tie 2. Wind (160) is a download rating. 5. Loads shown are based on minimum of 2• 2x ca crying member. With 3x carr Minimum heel height shown is required to achieve full table loads. use 16dW laryi header with noand116dcommons3joistForlessthanloadreduction. Withmembers, single2x carrying members, use I0dxI W nails into the headerminimumheelheight, see technical bulletin T•REDHEEL (see page 232 for details). and 10d4. Truss chord cross -grain tension may limit allowable loads In accordance commons Into the joist, and reduce the load to 0.64 of the table value. with 6. NAILS: 16d = 0.162' dia. x 3W long. See page 22-23 for other nail saes and information. 135 t I . SIMPSON LUS/MUS/HUS/HHUS/HGUS/HUSC Double Shear Joist Hangers 7M StmngTie This prudud is preferable to similar connectors because of a) easier Installation, b) higher loads, c) forcer Installed cod, or a combination of these features. a -- 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, taster 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 ZMA)P 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 (3'Ye•) 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. t• C•, Min. Heel Heighli Ga These products are available with additional corrosion protection. Additional products on this page may also be available with this option, Fasteners I W H check with Simpson Strong -Tie for details. m a These products aro approved for installation with the Stroup -Drive SD I' SINGLE 2x SIZES Structural -Connector strew. See page 27 for more information. 134 f Model He. jjjjjj Min. Heel Heighli Ga Dimensions Fasteners I W H B CarryingMember Carried Member Code Model SINGLE 2x SIZES Floor 100) Snow 115) LUS24 LUS26 2% 4'/. 18 11ie 11Se 3%f 415 11. 1'Y. 4-10d 4-10d 2-10d 440d MUS26 41% 18 lila. 5% 2 6-10d 6-10d HUS26 4%. 16 1% 5% 3 14-16d 6.16d HGUS26 4% 12 1% 5% 5 20-16d 8-16d LUS28 4146 18 1'he 6`•'i IV. 6.10d 4-10d MUS28 6viie 18 1'Yi6 6156 2 8-10d 8.10d HUS26 6'h 16 1% 7 3 22-16d 8-16d HGUS28 6%s 12 1% 7K 5 36-16d 12-16d LUS210 4'h 18 1156 7946 115 BIOd 410d HUS210 8% 16 1% 9 3 30-16d 10-16d 1. See table on page 135 for allowable loads. T for 2x4 1141 1014rfs O H 0 C 0 c.w_/ e LUS28 W MUS28 f e c . c c e - s 2• 43 HUS210 HUS26, HUS28, and HHUS similar) V HHUS210-2 V' HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) Truss Designer to provide fastener quantity for connecting multiple members together) IA ncuu66u nccr nc.Jltl Double Shear Dome Double Shear Double Nailing Nailing Side View Shear Side View (available on Nailing Do not some models) Top view I bend tab I U.S. Patent 5,603,580 y liUa?10 –3000_ `t2C'r .t :•a•s 9`.`- , 5RQ Note: For dimensions and fastener infomration, see table above. See mole womoreb oil page ,. DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model Uplill' 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift' 150) Floor 100) Snow 115) Root 125) Wind 150) Uplift' 160) Floor 100) Snow 115) Root 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, 01 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 HGUS26 1550 1765 2720 4360 3095 4885 3335 5230 3335 5390 1550 1765 2950 4725 3335 5290 3335 5390 3335 5390 1335 1520 2330 3750 2650 4200 2820 4500 2865 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 HGUS28 2000 3015 3965 6745 4120 6970 4220 7125 4335 7275 2000 3015 3790 6460 3960 6705 4070 6870 4335 7275 1720 2595 2905 4960 3035 5160 3125 5290 3435 5745 L17 LUS210 1165 1340 1525 1650 2090 1165 1445 1660 1795 jean 2270 Min 1005 9,5in 1145 3150 1305 3315 1415 3425 17451 3815 17 F6, L1; y liUa?10 –3000_ `t2C'r .t :•a•s 9`.`- , 5RQ Note: For dimensions and fastener infomration, see table above. See mole womoreb oil page ,. I 0 0 Engineered Wood 6.SUucyi6 l Corirposlle !i mbe/ Connecfori : 7bese products are avallable wlfh additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Te for details. MPOSITE LUMBERi err CODES: See page 13 for Code Reference Key Chart, Atival Joist Size Model No. Ca Dimensions Fasteners Allowable Loads Code Ref. Min/ DF/SP Species Header SPF/HF Species Header W H 8 Max Face Joist Uplift Floor I Snow Roof Floor Snow Roof 160) .(100) (115) (125) (100) (115) (125) 135 x S4 HU1.81/5 14 195. 5% 1 2% Min 12-16d 4-10dxl % 610 1785 12015 2165 1540 1735 1865 19, L12, F81134. 5% 214 Max 16-16d 6-10dxl% 915 2380 2685 2890 2050 2315 2490 1% x7Y. HU7 14 144. 6'34. 2'h Min 12-16d 4-1Odx1 h 610 1785 2015 2165 1540 1735 1865 19 Fit L121'34. 6"h. 2'h Max 16-16d 8-10dxl% 1515 2380 2685 2890 2050 2315 2490 HUS1.81/10 161 11% 8% 3 - 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 19. F23 1%x9% HU9 14 195. 935. 2% Min 18-16d 6.10dxl h 915 2680 3020 3250 2305 2605 2800 19, F8, L121114. 9%. 214 Max 24-16d 10-10dx1'h 1895 3570 4030 4335 3075 3470 3735 HUC01.81/9-SDS 1'34. 9 3 - 8-SDS'/.'x13:' 4-SDS'/.7X13:' 1505 2000 2300 2500 1440 1655 1800 19, F23HUS1.81/10 16 1"A. 8% 3 - 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 134 x 111. -11 h HU11 14 1946 1134. 2% Min 22-16d 6-10dxl % 915 3275 3695 3970 2820 3180 3425 19, L12, F8341'. 1134. 2'h Max 30-16d 10-10dxl % 1895 4465 4705 4810 3845 4340 4600 HUC01.81/11-SDS 194. 11 3 - 10-SDS'/.'x13." 4 -SDS %'x13: 1505 2500 28753125 1800 2070 2250 19, F23 1%x14 HUS1.81/10 16 1. 94 8% 3 - 30-16d 1D -16d 3000 5135 5295 5400 4705 5105 5195 U14 1% 1014 2 - 14-16d 6-10dxl% 1110 2015 12285 2465 1735 1 1965 1 2120 19, FO, L12HU14 14 194. 13'14. 2'h Min 28-16d 8-10dxl% 1515 4165 4420 4505 3590 1 4050 4335 1 94. 13'34. 1 2% jMax 36-16d 14-10dx1'h 2015 5055 5275 54204615 5000 5130 HUC01.81/11-SDS 195. 11 3 - 10 -SDS Y.k13s 4 -SDS 1.'x13: 1505 2500 2875 3125 .1800 2070 2250 19. F23 314 x 7'/. HU48/HUC48 14 We 644. 2'h Min 10.16d 4-10d 760 1490 1680 1805 1280 1445 1555 19 L17 F6334. 694. 2'h Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 HUS48 334. 6% 2 - 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19.1`8,02 HGUS46 12 3% 434. 4 - 20.16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19,F23 HHUS48 14 3% 7% 3 - 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 714. 4 - 36.16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19,F23 3'h x 9Y. -91h U410 16 335, 8% 2 - I 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8. L12 HUS410 14 335. 894. 2 - 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 HU4101HUC410 334. 8% 2'h Min 14-16d 6-10d 1135 2085 2350 2530 1795 1 2025 2180 334. 8% 2'h Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS410 3% 9 3 - 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0410-SDS 334. 9 3 - 12-SDS'/.'x2'h' 6-SOS'/.'x2'h' 2510 4680 4955 4955 3370 3570 3570 19.F23HGUS48123% 715. 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 934. 4 - 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 f 11 Y4 U410 16 334. 8% 2 - 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8, L12 HUS412 14 334, 10% 2 - 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 HU412/HUC412 3%' 1035. 2% Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315 2490 334. 1034. 2'h Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 - 30.16d 10.16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS 334. 11 3 - 14 -SDS Y: x2W 6-SDS''/.'x214' 2510 5460 5560 5560 3930 4000 4000 19. F23 HGUS48 12 3% 714. 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9%. 1 4 - 46-16d 16-16d 4095 9100 1 9100 9100 7825 7825 7825 HGUS412 3% 1034. 4 - 56.16d 20-16d 5045 9600 9600 19600 8255 8255 8255 3% x14 U414 161 335. 10 1 2 - 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 19, F8, L12HU416/HUC416 14 13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 334. 13% 2h Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 334 9%. 3 - 30.16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 - 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19. F23HGUS414334112./1. 4 - 66.16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 334. 11 3 -14-SDS''/: x2'W 6 -SDS Y.'x2'h' 2510 5460 5560 5560 3930 4000 4000 HU416/HUC416 14 3344 13% 2'h Min I 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19, F8, L12334. 1336 2'h Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3% x 16 HGUS410 12 3%9%. 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 Ig F23 HGUS412 3% 1034. 4 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 333 1234. 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 334. 11 3 - 14-SDS'/.'x2%' I 6-SDS'/.'x2'h' 1 2510 5460 5560 r5560 3930 4000 4000 1. Uplm loads based on OF/SP lumber and have been increased for wind or 4. MIN nailing quantity and load values -611 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/IfF, use 0.66 x DF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall N and 0.72 x OF/SP•11V ift Lnir' for prc•LIcts requir'-1 :. 'a 2'.471 coim'srl). ?' J si r; ., i', dsfd'rnstea • v •` y n••o :a r.::.:vnXoadJ are based an d]bist bearing Capacir/'of 750 pSi:' y 0.84 of the table load value. 7. NAILS: 16d = 0.162 da. x 314' long, 10d = 0.148' dia. x 3' long, 105316dsinkersmaybeusedInsteadofthespecked10dcommonswithnoloadreduchon10dx1'h = 0.148' dia. x 1'h' long. See page 22-23 for other nail sizes and information. i Do not bend tab I unless otherwise noted -- a) easier Installaeon, b) higher loads, c) lower Installed cast o These products are available with additional corrasion protection. Addi .1 ntnd,M¢ .„ rh- of a combination o/ these /eaterei. 3' 1111 on11psott )°Ong-rr0 rOr °etalrs. HF Allowable loads A The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. 0 Solid Sawn Joist Hangers This product /s pmtemb/e to similar connectors because of Do not bend tab I unless otherwise noted -- i a) easier Installaeon, b) higher loads, c) lower Installed cast o These products are available with additional corrasion protection. Addi .1 ntnd,M¢ .„ rh- of a combination o/ these /eaterei. 3' 1111 on11psott )°Ong-rr0 rOr °etalrs. HF Allowable loads A The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. H C Designed for 02 floor trusses and 4x beams, the THAR/1.422 has a standardskewof45°. Straps must be bent for top flange hanger installation. PAN I Badeepth Carrying Me be nailinghelpseliminatesplittingof4x2trussbottomchords. Uplift Floor Snow Roof Uplift' Floor Snow Rool Odle MATERIAL: See table FINISH: Galvanized. Some products available InZMWcoating; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: To Face Stral ht Stant Top Flange Installation—The straps must be field formed over the header — see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top 100) nails shall not be within %* from the edge of the top flange members. 125) For the THA29, nails used for joist attachment must be driven at an ;. THA418anglesothattheypenetratethroughthecornerofthejoistandintotheheader. For all other top flange installations, straighten the 125) double shear nailing tabs and install the nails straight into the joist. IFaceMountInstallation --Install all face nails according to the table. perIW Top nails 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 so that they penetrate through the corner of the joist into the header Alternate Installation The THA 4x hangers may be installed in a TOP FLANGE INSTALLATION top flange configuration using the tabulated fasteners for lace mountinstallationandachievethefacemountinstallationloads. Install the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that theyPenetratethroughthecomerofthejoistintotheheader. Uplifl—Lowest fare nails must be filled to achieve 1.11 1 d Ffoo 2K• OrTHA29 OPTIONS: •THA hailgbleersavailablewiththeheaderflangesturnedinfor33': shearriuf6nng t InstallexceptTHA413) and larger, with no load reduction — order THAC hanger. nails straight into the joist CODES: See page 13 for Code Reference Key Chart. Typical THA Top Flange Installation IDouble Double Shear Dome Double Shear on a NaileriINailingSideView I ISheargNailingSideView (except THA29) Nailing Top View Do not bend tab I unless otherwise noted -- i lava "leon some models) U S. Patent 5,603,580 Min. These products are available with additional corrasion protection. Addi .1 ntnd,M¢ .„ rh- I SIMPSON Strong -Tie 01 THAC422 Typical THA Top Flange Installation Typical THA29 Face Mount Installation nc..n OrTHAR/L422 Minimum Model Dimensions Min. , Min. Fasteners' W 1, --- DF/SP Allowable Loads SPF 1111 on11psott )°Ong-rr0 rOr °etalrs. HF Allowable loadsCarried Member N°. Ga W H C Tofang Badeepth Carrying Me be Carried Member Uplift Floor Snow Roof Uplift' Floor Snow Rool Odle To Face Stral ht Stant 160) 100) 115) 125) 160) 100) 115) 125) TOP FLANGE INSTALLATION2x4 2x6 THA29 THA213 18 18 134 13i 9"/,• 1335• 5% 5'h 2'h• 134 4-10d 4-10d 4-10d 560 2260 2310 2350 480 1740 1785 1815 2x6 I HA218 18 134 1715• 5'h 2 4-10d 2-10d 4-10d 2-10d 4-10dxl% 4-10dx1'h 1615 1615 1615 1280 1280 1280 2 2x10 THA22 -2 16 3'h 11"A. 8 2 4-16d 2-16d 6-10d 1615 1615 1615 1280 1280 1280 2 2x10 THA41 2 16 3'h 22%. B 2 4-16d 2-16d 6 -Ind 2245 2245 2245 1935 i93511935 18, F7, 4x6 THA413 18 334 434 1'h 4-10d 2-10d 4-10d 2245 2245 2245 1935 193513% 1935 L15 4x10 THA418 16 334 IIA17'h 7'/. 2 4-16d 2-16d 610d 1615 1615 1615 1280 1280 1280 4x10 THA422 16 3%% 22 7% 2 4-16d 2-16d 6-10d 2245 2245 2245 1935 1935 1935 4x10 THA426 14 334 26 7%. 2 4-16d 4-16d 6-16d 2245 2245 2245 1935 1935 1935 2435 2435 2435 109041 2095 1 2095 2095. F23 4x10 2 4x10 THAR/L42 THA422 2 16 14 3% 7'/. 22% 22"/,• 8 934 2% 4-10d B -10d 1 lOd 2 10dx1h 310 1675 1675, 1675 260 9151 1405 9154 1405 915- 1405 18, F7, L15 2 4x10 THA426 2 14 7'/. 261A. 9% 2 2 4-16d f16d 116 4 16d 6-16d 6-16d 3330 3330 3330 2865 2865 2865 170 FACE MOUNT INSTALLATION 3330 3330 3330 2865 2865 2865 2x4 2x6' THA29 1THA213 18 18 13G 134 9"/,• 1335• 5'h 5'r4 9+'/,. 1610d 4-10d 560 2125 2310 2350 480 1740 1785 1815 2x6 THA218 18 1'14 1735. 5'h 1335. 1735. 14-lOd 18-1Od 4-10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA218-2 16 3'h 8 14'/s 22.1gd 4-10d 11 70 1795 1840 1870 780 138511 1450 X1220 THA422 2 16 3'h 2235• 8 14'/,• 22-16d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 18, F7,- X46 THA413 18 334 1334• 4'h 1334 14-10d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x10 THA418 16 334 17'h 7% 14'/,. 22-, 4-10d 1170 1940 2235 2400 780 1660 1910 2075 4 x10 THA422 163% 22 73S 14',. 22-16d 6-1 6d 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 3% 26 77A— 16'/,. 30-16d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 2 4x10 THA422 2 14 7'/. 22". i4 934 1635• 30-16d 6-16d 1855 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 THA426-2 14 71- 26'/,. 93: 18 38-16d 6-16d 1855 5160 5520 5520 1595 4440 4745 4745 I. l6d sinkers mw h• „•A 6-16d 1855 5520 5520 5520 1595 4440 4745 4745 170 o_ Q oyi 0 h I - - -- • w • _ . a. rot top nange installation on a nailer (see detail above), install joist nails straight by bending2. Uplift has been increased for wind or earthquake loading with no the double shear tabs. further Increase allowed, reduce where other loads govern. 6. For single 2x and 3x milers, the following THA hangers an be installed using 10dx1'F, top nails3. Roof Ina#! are 175% a' Poor loads -Wj,•;(:r F.1Ly-nitu .uiL.i , and 2-1Fd!7•q niia rr 7, •iKJ.-Ja:ioa 1zJ , c Aia • ++ c• n•yr" ..:. r;; as ,7t d: TttA h3•,"iftbi£y"•... — jh>ror DFi,.._.- i .1,.t JL.:.., u;`aiWdldp nail3 :„o?•:C!r.rt.rs: Yr tea fi 12]SGn:.I,), r, .ii^;f. dhv tbs.'cr!ri:, iC:” to SPf ' ' -- r.6,yer heighi is between 9' to 12', the allowable download is r • Min. Top Flange refers to the minimum length of strap that must be field -formed over the header. 1440 lbs. for DFL and 1210 his. for SPF No further increase allowed. 8. NAILS 16d - 0.162' dlt x 355' Io% 16dx2'h - 0.162' dla. x 2'h• long, 10d = 0.148' dia. x 3• long, 1061 h = 0.148• dia. x 1,4 long. See page 22-23 for other nail sizes and Information. 89 VALLEY FRAMING S BRACING DETAIL Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'4" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In uses that this is Impractical, overlap sheathing a minimum of 6', and nal upwards through sheathing into purlin with a minimum of IlAd (0.131"xLVI 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 hools) 40'•0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feel ASCI 7-0S, 140 mph, Enclosed. Cat 11, Exp B,1-1.0, Kit -1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp O, K1tr1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE is +CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. ce the crtppos for each tow starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gerad between rows. ITY01 Innection Requirement Notes 2x6 rafters to ridge 4 16d toenails Cripple to ridge 4 16d toe -nails Cripple to rafter 416d toe -nails Ridge board to truss 816d face -nails Rafter to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d 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 toenails Ridge board to truss 416d toe -nail Puflin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails S' - V^ 13. Collarbeamtorafter 4 16d too -nails CRIPPLE, BRACING, & BL66WN646fE NOTE: 16d (0.162'x3.5') COMMON NAILS 2x4 continuous lateral restraint (CLR) mm Is required for cripples s'-0" to 10'•0' tong nailed wl 2.10d (0.148"W) nails. Or 2x4' -r' or scab reinforcement nailed to flat edge of cripple with 10d,0.126'x3.0") nails at 6" o.c. 'T" or scab must be 10% of cripple length. Cripples over 10'-0 long requre two CLR's or both laces wl'T' or scab. Use stress graded lumber 6 box or common nails. Marrow edge of cripple can face ridge or rafter. as long as the proper number of nails are Installed Into ridge board 4nstall blocking under rafter it sleepers are not used. 4nstall blocking under cripples K cripples tall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise._ I v ; (A) 1(3) (r r) Q_ Rw NO 1`111AV rill mets a nos atavoo No. 7 861 0fatfalrT F%SMSM ties DRAVM tit #" COMAUM 114MM 6 TW DWAL L zr 1 a Trot.. r•e,a'• .,e0 r h fobrC4t.,a. IrMp 0lpphe, ..r41u,4 aM.1ta FC LL 20 30 40 5.1 REF VALLEY FRA11t1''G TATE 10/01 /L4 e.r. W tfe .r. fdt- VW ot..1 .aeon Of sett UbA*V to+.w,rnt sef.ty wer..tlsu `v tvt .d'iiw re2a irq. 1 • * c"' a order to OeNornr,p corse h.rtlplY. W44er. ecu V„perv7 b+rJ't0 n • lis • I'C 7L 10 20 7 7 are.tar t.rC unt... row oV r ' tap crord .1.11 new 0. a" y ."act v0 .eruatv.r a .trr,a .,d w c i e,tll Mw tanto,„ far QC DL 0 0 0 0 ORWG VACNV1801015 d O CM W y 4«devil 7 cete,p o,a.n prr+,uvnt I~41. „ trshlW wet e st" I—, "Ciro bvtau.d o.r seenx,a 33,17 or 1N. as 4pdCWte. Acely aetes t. ne, f. STATE OF a toss . d P.~ u .rev, eb.— W a w .last art.xr. ,.,t«. .%.d awrAsr. Q' QC LL 0 0 0 0R~ b sr4.Y,a If44-1 far rtuWrd ptetr pvslo . 4 •• ^ .' , Nphr.. tsb, e/ IrV &AA10 Cewpo,v.,v 0-0 b,c OWI rot N r..oa,st. f> any low I i AN nWG YWIY vb dre.•t1. —y Wr * b b,Ad w Ur ti cWwm.ne. Aa AMSIlttl 1. w fee n.neWWQ. . 4' s.rmaegn l Meana of trot.. ORO . a R re.".. 4 \ TO"f LO301 50 47 G1 a eel a tlb.en.b,e s co. peq uta oft drew,p edla.t.s .ampt.nt:e of prafesWW p.v.r. a r• ••I•h for w dr' seas. t n...t.ulty w e. of Oft «.e a FSS/ E 'I s pWOW.10M f., err rT,teary is r..ae„atelhy e ltadr,a vr p.r ertsvm t S.eZ N OUR FAC. 1.25/ i . 15 517Ai:1\G SLE ABOVEa•_. Ctt.lIC e76:1 for U Mery T .r. Ap J.W. pnwal rot.. pear aril V, .. acro Its et.oa:, ....Iprvn.ce,u »a w..epetrtw a, ssrr ....md„s,ra-yo,•a, Itp ...p3.frarp Is Alpine, an ITW Company 2400 Lake Orange Dr, Suite 150 Orlando, FL 32837 ALPINE E Phone: (800)755-6001 wr alpineitw com Mer. Carpenter Contractors of America Job Number N362189B schption: TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/,02/ ,R/01 ss: I City, State, Zip Name, Address and License # of Structural EOR if one exists for the building: Name: I License #: Address: Job Engineering Criteria: - Design Code: FBC 6th Edition (2017) State, Zip: State: View Version: 17.02.02 1213.21 JRef #: 1 W 8G89750159 Wind Standard., None Wind Speed (mph): 0I Roof Load (psf): 20.00-10.00-0.00- Floor Load (psn' 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 74 truss drawings and 6 details. Item Seal # Truss 1 044.18.1207.14153 FTI 3 044 18 1207.14559 FT2A 5 044.18.1207.15372 FT3A 7 044 18.1207,13434 FT4GE 9 044.18.1207.14747 FT6 11 044.18.1207.13872 FT9 13 044.18.1207.15357 FT8GE 15 044 18 1207.14544 FT11 17 044.18.1207.15091 FT613 19 044.18.1207.15467 FT12 21 044 18 1207,13825 FT13A 23 044 18.1207.13419 FT14 25 044 18 1207.15748 27 044.18.1207.16606 A4 29 044.18.1207.16295 A5G 31 044 18.1207.16575 131 33 044.18.1207.16684 B3 35 044.18.1207.14154 FG2 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 044.18.1207.14155 FT2G 4 044.18.1207.15059 FT213 6 044.18.1207.15231 FT4 8 044.18.1207.14920 FT5 10 044 18.1207.13623 FT8 12 044.18.1207.15012 FT7 14 044 18.1207,14981 FT10 16 044.18.1207.13420 FT11A 18 044 18.1333.53112 FT6GE 20 044.18.1207.14842 FT13 22 044.18.1207.15342 FT13B 24 044.18.1207.16528 Al 26 044.18.1207.16184 A3 28 044.18.1207.15997 MA 30 044 18.1207 16404 A6G 32 044.18.1207.16701 B2 34 044.18.1207.15921 134G 36 044.18.1207 15497 C1 a•q: ATE a,,c •.••C OR\Va•C ySs ONAI E 4"'++wnww+`vim This document has been electronically signed and seated using a Digital Signature Printed copies without an original signature must be 02/13/2018 verified using the original electronic version. Printed 2/13/2018 4:31 14 PM 1 ALPINE mos Cifn /nfnrm finn• Customer. v• Carpenter Contractors of America Job Number- N362189B JobDescnphon TEENBLDR ,9A6/9A7 ,219MA/219TA/219SE ,01/,02/ ,R/01 Address. I City, State, Z p- Item Seal # Truss 37 044.18 1207.15653 C 1 T 39 044.18 1207 16231 C3GT 41 044.18.1207.13622 E2GE 43 044.18.1207 14748 FGRG 45 044.18.1207 14341 RG 47 044.18.1207 16560 M2G 49 044.18.1333.53110 H2 51 044.18.1207 15873 MV3 53 044 18.1207 16809 MV1 55 044.18 1207.16419 CJ5 57 044 18 1207 16747 CJ1 59 044.18 1207.15498 EJ7A 61 044.18.1207 16482 EJ2 63 044.18.1207.15356 CJSB 65 044 18 1207.14919 CJ3B 67 044.18 1207.15216 CJ1B 69 044.18 1207.14872 HJSB 71 044.18.1207.15779 ERT 73 044.18.1207.16325 CJ3T Alpine, an ITW Company 2400 Lake Orange Dr, Suite 150 Orlando, FL 32837 Phone- (800)755-6001 alpineitw com Item Seal # Truss 38 044.18.1207.15778 C2T 40 044 18.1207.13826 E1 42 044.18.1207.15919 D1 G 44 044.18 1207.15201 FG3 46 044.18.1207.16122 M1G 48 044.18.1207.13653 G1 50 044.18.1333.53111 VI -11 52 0".18 1207.16060 MV2 54 044.18 1207.15809 ER 56 044.18.1207.16059 CJ3 58 044.18 1207.16200 HR 60 044.18.1207.15247 EJSB 62 044.18 1207 16294 CJSA 64 044.18.1207.15920 CJ3A 66 044.18.1207.16716 CJ1A 68 044.18 1207 16075 HJ7A 70 044.18.1207.16450 HJ2 72 044.18.1207 16170 CJST 74 044.18.1207.16341 HJ7T r•••' 0648 Q :• ATEIlia- NAI This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 02/13/2018 verrried using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 2/13/2018 4,31,15 PM Job Number: N362189B Ply 1 TEENBLDR Oly. 10 Truss Label: FT1 SEON.24654 / 753 SY42 Cust R8975 JRef, IWBG89750159 FROM JJP DrwNo 044 18 1207 14153 SSB / WHK 02/13/2018 107"8 12'6" + 21'10"8 10'7"8 1'10"8 9'4"8 F'— 2.6., I i — 2'6"12-1 TMP) fel 2'6"12 —+— 7612 --{ i — 2'6"12 --{ 4X6 W=3X4 15X3 4X4 3X6 =3X3 3X3 11115X3 =3X4 =3X6 =4X4 A B C D E F G H I J TT mt\/\/ 1 SB2- N/\A Z Y X W V U T S R OP O 15X3 =5X5 4X4 11115X3 =3X4 3X3 11115X3 3X4 =3X3 11115X3 =4X4 1112X4 W=H0308 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed. NA mph BCLL 0.00 Enclosure NA BCDL- 500 Category: NA Des Li 55 00 EXP NA Mean Height: NA ft NCBCLL. 10.00 TCDL. NA psf Soffit: 200 BCDL NA psf Load Duration, 1 00 MWFRS Parallel Dist NA Spacing 24 0 " CBC Dist a NA it Loc. from endwall: NA I. NA GCpr NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE B2 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1 5X3(R) except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0128"xT%min.) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 21'10"8 4X6 1 5X3 K N M 5X5 =1.5X3 1112X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W Pf NA Ce NA VERT(LL)- 0 344 F 735 360 Z 1189 / - / - / _ / . /73 Lu: NA Cs: NA VERT(TL): 0.603 F 535 240 M 1189 / - / - / - / • /73 Snow Duration NA HORZ(LL): 0 055 B - Z Min Brg Width Req = 1.5 HORZ(TL): 0 076 B M Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings Z 8 M are a rigid surface Bldg Code FBC 6th.ed 201 Max TC CSI. 0 768 Bearings Z 8 M require a seat plate TPI Std 2014 Max BC CSI' 0 922 Rep Factors Used Yes Max Web CSI 0.646 Members not listed have forces less than 375# F7/R7.12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. Plate . 12(0) 1 WAVE, HS VIEW Ver 17.02.02A.121321 A - B 0 -851 F - G 0 -3937 B- C 0- 2303 G- H 0 •3929 C -D 0 -3328 H-1 0 -3314 D• E 0- 3847 I- J 0- 2305 E- F 0- 3847 J- K 0 -852 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. Y- X 1692 0 S- R 3690 0 X- W 2921 0 R- O 2926 0 W- V 2921 0 O- P 2926 0 V- U 3700 0 P-0 2926 0 U- T 3940 0 O- N 1692 0 T • S 3937 0 Maximum Web Forces Per Ply (Ibs) Is Webs Tens Comp Webs Tens Comp. A -Z 0 -1166 S -H 672 •61 OtOV,••'•• • eej••• // A - Y 1354 0 H • R 0 597 e• l SF % Y - B 0 -1337 R - 1 598 0 B- X 970 0 1-0 0 -958 p i X-C 0 •953 O -J 974 0 0. 648 i C -V 627 0 J - N 0 -1335 i*- V -D 0 -591 N -K 11,156 0 J D -U 405 0 K -M 0 -1168 ATE •% u - F ,ss •477 or 1, 02/13/2002/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlln h' pin installing and bracing _ Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) f'r sa ety IRractices prior to performing these functions. Installers shall provide tempora] brach ner SCSI. Unless noted o herwise,lo chord shall have pro attached structural sheathing and bottom chord hall have a rogerattacharis111dtellingLocationsshownforDermanentlatgralrestraintbfwebsshallhavebr8unc mslalled per BCSI ctons B3, B7 or B10Y as applicable Apply Plates to each face of truss and position as shown above and on the, oiI Details, unless note otherwise Refer to drawings 160A -Z for standard plate positions ALPINE Alpin@, a division of ITW Buildln omponents Group In` shall not be responsible for any deviation from this drewinq any failure to build the µ„ wap,,, it ss In conformance with ANSI 1 1, or for handling shippm9, Installatldn and bracing of trussesA Seal on this drBBwing or cover page , , 2400 Lake OrangeDr. listing this drawing indicates acceptance of prolessionar en Ineenng respons7bilitty solely for the desi n shown. The suitability Suite150and ise of this drawing for any structure is the responsibility of the Building Desigrier pe%ANSIrrPI 1 56c. 2. For more information see this Job's general notes page and these web sites ALPINE www alpmenw com. TPI, www.tpinst org, SBCA www sbundustry.com. ICC www iccsare org Orlando FL. Job Number: N362189B TEENBLDR Truss Label: FT2G 6,9„ 6'9" Ply t SEON 24655 / T49 / SY42 Cust RR8975 JRef 1W8G89750159 FROM RDP DnvNo 044 18 1207.14155 SN / DF 02/13/2018 8'6"12 , 17'8"4 1'912 ' 9'1"8 F„> F13"12 13„12 2'6” TYP) 4X6 1 5X3 = 5X5 = 6X6 1113X6 A B C D W=3X4 1113X6 1113X4 1113X4 =6X6 =8X8 E FG H 1 .1 I` IT S R O P O N 1.5X3 =5X5 =4X4 =4X4 =3X3 =3X3 1112X4 = W= H0312 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure NA BCDL Soo Category. NA Des Ld: 55.00 EXP NA NCBCLL 10 00 Mean Height NA It TCDL NA psf Soffit. 200 BCDL. NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24 0 " CBC Dist a, NA it Loc from endwall: NA I NA GCpi NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2 OE Ti 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE B2 4x2 SP #1. Webs 4x2 SP #3'W17 4x2 SP #2 N Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur.Fac =1 00) TC: From 100 plf at 0.00 to 100 plf at 1756 BC' From 10 plf at 0.00 to 10 plf at 17.56 T6 699 Ib Conc Load at 14 06,16.06 Plating Notes All plates are 1 5X3(R) except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128” x3",min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 17'8"4 M L K 3X4 = 6X8 1113X4 Snow Criteria (Pg,Pl in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W Pf NA Ce: NA VERT(LL) 0 267 P 766 360 T 1150 / - / - / - / - /80 Lu: NA Cs NA VERT(TL) 0 471 P 575 240 K 2180 / • / - / - / - / - Snow Duration NA HORZ(LL). 0 042 K - T Min Brg Width Req = 1.5 HORZ(TL) 0 058 K K Min Big Width Req = - Code / Misc Criteria Creep Factor 2.0 Bearing T is a rigid surface Bldg Code FBC 61h ed 201 Max TC CSI 0 745 Bearing T requires a seat plate TPI Std 2014 Max BC CSI 0 939 Rep Factors Used, Yes Max Web CSI 0 734 Members not listed have forces less than 375# Maximum lop Chord Forces Per Ply (lbs) FT/RT'12(0)/10(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s) WAVE, HS VIEW Ver 17.02 02A.1213.21 A - B 0 -841 F • G 0 -38-57 B- C 0 •2273 G- H 0- 3857 C- D 0- 3499 H- 1 0- 3413 D• E 0- 3523 I- J 0 -1520 E - F 0 -3534 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens. Comp. S- R 1688 0 O- N 3848 0 R• O 2881 0 N- M 3798 0 O• P 3523 0 M- L 3012 0 P-0 3848 0 Maximum Web Forces Per Ply fibs) Webs Tens.Comp Webs Tens Comp. t1lMlllff/q ff, A- T 0 -1131 E- P 387 -113 S F(:'',4 A - S 13320 P - F 175 -702 S• B 0 .1318 H- M 0 -596 OO••••• • •S••• /1/ B • R 907 0 M-1 621 0 R -C 0 -942 1-L 0 -2312 v - - • C•O 1123 0 L - J 2312 0 t O- D 0- 664 J- K 0- 2324 ATE ao z78'`NS/NAI ca outI M110110 ° 02/1 018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatln , handling, shipping, installing and bracing , Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, b TPI an SBCA) fbr safely practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom ghord shall have a proper y aId ceilin Locations Shown for ermanent IaiQral restraint bf webs shall hay bracin installed per BCSI sections B3, B7 or B10seAppigyPatestoeachfaceopitrussandpositionasshownaboveandonlfleJolnl9Details, unless noted otherwise Refer to 60A -Z for standard plate positions. ivision of ITW B1 itdd11ncQtCComponQgnts Grpup Inc. shall not be reS onslble for any deviation from this drewln any failure to build the lformance with AN51lTPI 1, or for handllrSq shipping, InstpllatlOn and braGng oi,lrussesA seal on this dr wirlg or cover page I rawin indicates acceptance of pro esslona en sneering responslblllty soleiY for the desi n sho n. The suitabilityfthis rawing for any structure is the responsibility of the Building DesigrSer perANSlffPl 1 S c.2. rmation see this lob's general notes page and these web sites ALPINE www elpinemv com, TPI www tpinst org, SBCA www sbundustrycom, ICC www rccsal A IPLNE M1 rrwCOrAh1H 2400 Lake Orange Dr Suite 150 Oriando FL, 32837 I VIII All I` IT S R O P O N 1.5X3 =5X5 =4X4 =4X4 =3X3 =3X3 1112X4 = W= H0312 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure NA BCDL Soo Category. NA Des Ld: 55.00 EXP NA NCBCLL 10 00 Mean Height NA It TCDL NA psf Soffit. 200 BCDL. NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24 0 " CBC Dist a, NA it Loc from endwall: NA I NA GCpi NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2 OE Ti 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE B2 4x2 SP #1. Webs 4x2 SP #3'W17 4x2 SP #2 N Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur.Fac =1 00) TC: From 100 plf at 0.00 to 100 plf at 1756 BC' From 10 plf at 0.00 to 10 plf at 17.56 T6 699 Ib Conc Load at 14 06,16.06 Plating Notes All plates are 1 5X3(R) except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128” x3",min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 17'8"4 M L K 3X4 = 6X8 1113X4 Snow Criteria (Pg,Pl in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W Pf NA Ce: NA VERT(LL) 0 267 P 766 360 T 1150 / - / - / - / - /80 Lu: NA Cs NA VERT(TL) 0 471 P 575 240 K 2180 / • / - / - / - / - Snow Duration NA HORZ(LL). 0 042 K - T Min Brg Width Req = 1.5 HORZ(TL) 0 058 K K Min Big Width Req = - Code / Misc Criteria Creep Factor 2.0 Bearing T is a rigid surface Bldg Code FBC 61h ed 201 Max TC CSI 0 745 Bearing T requires a seat plate TPI Std 2014 Max BC CSI 0 939 Rep Factors Used, Yes Max Web CSI 0 734 Members not listed have forces less than 375# Maximum lop Chord Forces Per Ply (lbs) FT/RT'12(0)/10(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s) WAVE, HS VIEW Ver 17.02 02A.1213.21 A - B 0 -841 F • G 0 -38-57 B- C 0 •2273 G- H 0- 3857 C- D 0- 3499 H- 1 0- 3413 D• E 0- 3523 I- J 0 -1520 E - F 0 -3534 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens. Comp. S- R 1688 0 O- N 3848 0 R• O 2881 0 N- M 3798 0 O• P 3523 0 M- L 3012 0 P-0 3848 0 Maximum Web Forces Per Ply fibs) Webs Tens.Comp Webs Tens Comp. t1lMlllff/q ff, A- T 0 -1131 E- P 387 -113 S F(:'',4 A - S 13320 P - F 175 -702 S• B 0 .1318 H- M 0 -596 OO••••• • •S••• /1/ B • R 907 0 M-1 621 0 R -C 0 -942 1-L 0 -2312 v - - • C•O 1123 0 L - J 2312 0 t O- D 0- 664 J- K 0- 2324 ATE ao z78'`NS/NAI ca outI M110110 ° 02/1 018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatln , handling, shipping, installing and bracing , Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, b TPI an SBCA) fbr safely practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom ghord shall have a proper y aId ceilin Locations Shown for ermanent IaiQral restraint bf webs shall hay bracin installed per BCSI sections B3, B7 or B10seAppigyPatestoeachfaceopitrussandpositionasshownaboveandonlfleJolnl9Details, unless noted otherwise Refer to 60A -Z for standard plate positions. ivision of ITW B1 itdd11ncQtCComponQgnts Grpup Inc. shall not be reS onslble for any deviation from this drewln any failure to build the lformance with AN51lTPI 1, or for handllrSq shipping, InstpllatlOn and braGng oi,lrussesA seal on this dr wirlg or cover page I rawin indicates acceptance of pro esslona en sneering responslblllty soleiY for the desi n sho n. The suitabilityfthis rawing for any structure is the responsibility of the Building DesigrSer perANSlffPl 1 S c.2. rmation see this lob's general notes page and these web sites ALPINE www elpinemv com, TPI www tpinst org, SBCA www sbundustrycom, ICC www rccsal A IPLNE M1 rrwCOrAh1H 2400 Lake Orange Dr Suite 150 Oriando FL, 32837 Job Number N3621898 TEENBLDR Truss Label, FT2A Ply 1 SEON 24656 / T78 / SY42I Cust R R8975 JRe1 1 W8G89750159 Oly. 1 FROM JRH DrwNo 044 18 1207 14559 JB / DF 02/13/2018 17'8"4 Loading Criteria (psr) Wind Criteria Snow Criteria (P9,PI in PSF) 69" , 8-6-12 , 17'8"4 TCLL 4000 Wind Std NA Pg NA Ct: NA CAT, NA 6,9„ V912 W TCDL 1000 Speed NA mph 4"8 f — 2 6 1-3,.12'i 3„12 8.0 BCLL 000 Enclosure. NA Lu: NA Cs NA TYP) K 966- BCDL 500 Category NA Snow Duration. NA W=3X4 T Min Brg Width Req = 1.5 Des Ld 55 00 EXP NA 15X3 3X4 1113X4 1111.5X3 III 15X3 =3X3 3X3 =4X4 NCBCLL. 10.00 Mean Height NA it TCDL NA psf A B C D E F G H I J Soffit 2 00 TCDL NA psi Bldg Code FBC 6th ed 201 Max TC CSI. 0.615 Bearing T requires a seat plate I TO TPI Std 2014 Max BC CSI: 0 843 Members not listed have forces less than 375# Spacing 24 0 " co Rep Factors Used Yes Max Web CSI 0 512 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NAL Y_° Chords Tens.Comp Chords Tens Comp B2g.4„ 1: NA GCpi. NA Plate Type(s) T S R O P O N M L K Wind Duration NA WAVE 1.5X3 3X4 = 3X4 3X3 3X3 1113X4 1112X4 1112X4 B- C 0 -1748 G- H 0- 2394 W=3X6 17'8"4 Loading Criteria (psr) Wind Criteria Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct: NA CAT, NA PP Deflection In loc Udefl U# Loc R /U / Rw / Rh / RL W TCDL 1000 Speed NA mph Pt NA Ce: NA VERT(LL): 0.222 F 920 360 T 966 / • / • / - / - 8.0 BCLL 000 Enclosure. NA Lu: NA Cs NA VERT(TL): 0.420 P 670 240 K 966- BCDL 500 Category NA Snow Duration. NA HORZ(LL)- 0.032 L - T Min Brg Width Req = 1.5 Des Ld 55 00 EXP NA HORZ(TL) 0 044 L - - K Min Brg Width Req = - NCBCLL. 10.00 Mean Height NA it TCDL NA psf CodeCode I Misc Criteria Creep Factor. 2.0 T is a rigid surface99 Soffit 2 00 TCDL NA psi Bldg Code FBC 6th ed 201 Max TC CSI. 0.615 Bearing T requires a seat plate Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI: 0 843 Members not listed have forces less than 375# Spacing 24 0 " C8C Dist a' NA ft Rep Factors Used Yes Max Web CSI 0 512 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NAL FT/RT 12(0)/10(0) Chords Tens.Comp Chords Tens Comp 1: NA GCpi. NA Plate Type(s) Wind Duration NA WAVE VIEW Ver. 17 02 02A 1213 21 A • B 0 •675 F - G 0 -2514 Lumber B- C 0 -1748 G- H 0- 2394 C -D 0 -1748 H-1 0 -1761 Value Set 13B (Effective 6/1/2013) D - E 0 -2501 1 - J 0 -670 Top chord 4x2 SP #2 N T2 4x2 SP #1: E - F 0 -2514 Bot chord 4x2 SP #1 :132 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313” uses design values Chords Tens Comp Chords Tens Comp approved 1/30/2013 by ALSC S- R 1332 0 O- N 2176 0 Plating Notes R- O 2170 0 N- M 2176 0 All plates are 4X6 except as noted O - P 2514 0 M - L 1329 0 P-0 2565 0 Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Maximum Web Forces Per Ply (Ibs) Attach to each truss where shown with 3-10d Box or Webs Tens Comp. Webs Tens. Comp. Gun nails (0 128"xX%min.). Strongback material to supplied erection contractor y 4 4Trussmustbeainstalledasshownwithtopchordup. A - S 1076 0 H - M 0 -659 i • t o. 648 • Qr Q, 90 4 0 27s'.,SS/ONAL vill tawlu" 02/13/2018 0.0 0- 1042 M- 1 6850 B - R 661 0 1-L 0 -1047 R- D 0 -670 L- J 1068 0 D- O 688 0 J- K 0 -943 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 omporients Group In shall not be resDonslple for any deviation from this drdwinp any (allure to build the 11, or for handling shipping, mstallaUbn and bracing of,trussesA eat on this dr3wir5g of cover page acceptance of pro ess ona en sneering responsibilittyv sole)1yr or the desi n shown. The suitability any structure is the responsibility of the Building Deslgrfer perANSIlfPI 1 5$c.2. ral notes page and these web sites ALPINE www alpineitw com, TPI www tpinst Ot9. SBCA www sbcindustry com, ICC www t=at ALPINE cowwr+ 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N362189B TEENBLDR Truss Label: FT28 T Ie 50 J_ e Ply 1 SEON 24657 / T17 / SY42 Cust: RR8975 JRef. 1W8G89750159 Qty 6 FROM JRH DrwNo 044 18 1207 15059 JB / OF 02/13/2018 6'110"8 6,10"8 — 4„ f — 2'6" —+— 2'6"12 --+ 1'4"8 TYP) 4X6 1 5X3 = 3X4 III 1 5X3 A B C D R Q 1.5X3 = 4X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std NA TCDL 1000 Speed: NA mph BCLL 000 Enclosure NA BCDL 500 Category, NA DesL47 55.00 EXP. NCBCLL. 10 00 Mean Height NA ft TCDL NA psi Soffit. 2.00 BCDL NA pst Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I NA GCpi NA Wind Duration. NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "130" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up P O N 1111 5X3 8'9"12 + 15'8"4 1'11' 4 6'10"8 1,4„8 +— 2,612 1111.5X3 =3X4 =4X8 E F G H Ali 1111 5X3 04 3X4 15'8"4 o•• ATE • J Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Cl NA CAT NA PP Deflection in loc Udell L/# Loc R 1U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0.126 E 999 360 R 856 / - / - / - I - 72 Lu NA Cs NA VERT(TL) 0 267 E 945 240 1 856 Snow Duration NA HORZ(LL) 0 026 1 - - R Min Brg Width Req = 1 5 HORZ(TL). 0.039 B - I Min Big Width Req = - as app ica a Appy places to each face ofttruss and position as shown above and on the JoinI Details, unless noted otherwise. to drawings 160A -Z for standard plate positions Code / Misc Criteria Creep Factor, 2 0 Bearing R is a rigid surface. µ woo Bldg Code: FBC 61h ed 201 Max TC CSI: 0.673 Bearing R requires a seat plate For more mlormation see ttus'ob's eneral notes a e aM these web sues ALPINE www al meiN+com, TPI www 1 msl or , SBCA' www sbandus com, ICC www.iCosale org TPI Std: 2014 Max BC CSI 0. 878 Rep Factors Used: Yes Max Web CSI. 0. 443 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens. Comp Plate Type( s) WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0-584 E - F 0 - 1989 B -C 0-1491 F -G 0 - 1524 C- D 0 -1989 G- H 0 - 640 D -E 0- 1996 Maximum Bot Chord Forces Per Ply ( Ibs) Chords Tens.Comp Chords Tens Comp O -P 1157 0 M -L 1842 0 P -O 1819 0 L -K 1842 0 O -N 1819 0 K -J 1201 0 N - M 1996 0 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp. Webs Tens Comp 00011MI" iA 44%, R 0 -837 M - F A-0 931 0 F- K 465 - 56 0 - 492 NS FLE "% 0-8 0 -909 K- G P 530 0 G J 513 00 B F•' QO•V` T P- C 0- 507 J- H 890 915 0 1 C . C -N 489 -32 H-1 0 - 831 o•• ATE • J 0 hSs ONAI rnanasa" t° 02/13/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shiDpin installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety ractices prior to performing these functions Installers shall provide temporary BCSI. havehavebracinperUnlessnotedolherwise,top chord shall properly attached structural sheathing and bottom chord shall a pro f er y attachn qid cellin .Locations shown for ermanent lateral restraint bf webs shall have braaunoU installed pgr BCSI sections B3, B7 or 810, Refer as app ica a Appy places to each face ofttruss and position as shown above and on the JoinI Details, unless noted otherwise. to drawings 160A -Z for standard plate positions ALPINE Alping, a div,, mion of ITW BUild1'ng omponents Grpup Inc shall not be respponsiple for any deviation Irom this drawin any failure to buildthe UN11g µwoo truss in nance with 11, or Tor handlin shiDpin9, installatit)n and bracing of trussesA Seat on this dr wirlq or Cover pa listing this rawing indicates acceptance of pro essionaf en rneennq responsibility solely for the design shovTn. The suitability and qse ohis d awing for any structure is the responsibility of the 0uilding DesigrSer pet ANSIITPI 1 Si; c.2. 2400 Lake Orange Dr Suite 150 For more mlormation see ttus'ob's eneral notes a e aM these web sues ALPINE www al meiN+com, TPI www 1 msl or , SBCA' www sbandus com, ICC www.iCosale org Orlando Job Number: N362189B Ply: 1 SEON 24658 / T67 / SY42 Cust. R R8975 JRef 1 W8G89750159 TEENBLDR Oty 1 FROM JRH DrwNo 044 18 1207 15372 Truss Label: FT3A JB / DF 02/13/2018 6'10"8 8'1"81 15'8"4 6'10..8 1'3"' 7'6"12 F1 f,. t— 2'6" ---- 2'6"12 + 1'4"8 -{ 1'3-- 8 }-- 2'6" 12 -- 1 2'6" 12 ' 8 8{ i TYP) Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL. 1000 Soffit 200 Load Duration: 1.00 Spacing 24 0 " 4X6 15X3 =3X4 1111.5X3 1111.5X3 =3X4 -4X6=3X4 A B C D E F G H I Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category: NA EXP. NA Mean Height: NA H TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA it Loc from endwall NA I NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with lop chord up 1MWIN I 'iMiLFAi0i J 3X6 1111 5X3 15'8"4 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) N -M Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL W Pf NA Ce* NA VERT(LL). 0.127 E 999 360 T 849 / - / - / • / - 7.2 Lu NA Cs: NA VERT(TL): 0.223 E 999 240 J 863 / • / - / • / - 9.0 Snow Duration NA HORZ(LL)- 0 025 J - T Min Brg Width Req = 1.5 1967 0 HORZ(TL). 0.034 J Creep Factor 2 0 J Min Big Width Req = 1 5 Bearings T & K are a rigid surface 0 Code / Misc Criteria Bldg Code FBC 6th.ed 201 Max TC CSI: 0 456 Bearings T & K require a seat plate TPI Std 2014 Max BC CSI. 0.825 Rep Factors Used Yes Max Web CSI 0 439 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver 17.02 02A 1213 21 A - B 0 -578 E - F B -C 0 •1474 F -G 0 -1964 0 •1653 C -D 0.1961 G•H 0 -906 D -E 0 -1967 J ATE N aF 0 278 NAIL 02/13/201802/ 132018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp S -R 1145 0 N -M 1912 0 R- Q 1795 0 M- L 1390 0 Q- P 1795 0 L- K 375 0 P -O 1967 0 K -J 375 0 O - N 1912 0 441 -36 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- T 0- 830 F- M 0 399 A -S 9220 M -G 418 0 S- B 0- 900 G- L 0 769 B - R 522 0 L -H 818 0 R -C 0 -496 H - J 0 911 C -P 441 -36 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, h ndlm9 shl ping Installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anS CA) f$ saety practices prior to performing these functions Installers shall provide temporary brach per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachI rlggld cellln Locations shown forpermanent lateral restraintIf webs shall hav braacingq Installed p r BCSI sections B3, B7 or 810, as app ca Appy orates to each face o truss and position as shown above and on tI a Join Details, unless noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW BttrIId1n omponents Group Inc. shall not be responsible for any deviation from this drewin any failure to build the µ, aro,,, truss In conformance with ANSIf 11, or for handllrlo shipping, Installatldn and bracing o(trussesA sear on this drwir5g or cover page , . 2a0o Lake Orange Dr listing this drawing indicates acceptance of roTessional en sneering responsibilittyv sole) for the design shorn. The suitability and use ofthis drawing, for any structure is the responsibilit of the Building DesigrSer pePANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web soler ALPINE www alpmenw tom, TPr www ipmst org, SBCk www.sbundustrytom, ICC w .Kcsale org Orlando FL, Job N3621898 ply59SEON / T44 /SY42 8975 efR04418R12071 TEENBLDRr I Oty 4 PP Deflection In loc Udefl U# FROM JJP W I DrwNo 52389750159 Truss Label, FT4 S 804 / - / - / - / - 73 Lu NA Cs NA VERT(TL)' 0.235 O 919 240 SN / DF 02/13/2018 73 Snow Duration NA HORZ(LL) 0.024 B - S Min Big Width Req = 1 5 HORZ(TL) 0 034 B 10'7"8 Code / Misc Criteria Creep Factor 2 0 Bearings S 8 K are a rigid surface Bldg Code FBC 6th ed 201 6,9„ 8,3„ + 9,9„ 14'10"B TPI Std 2014 6'9" 1'6" 1'6" 4'3" Rep Factors Used Yes TYP) 4X6 1 5X3 A B 1 51 S =4XX3 4 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std. NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 5.00 Category NA Des Ld 55.00 EXP NA NCBCLL 10 00 Mean Height NA ft TCDL NA psf Soffit 200 BCDL NA psf Load Duration. 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3.10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 1'3„12' i 1'3” 2' i 1 3 2' i 1111 5X3 =4X6 1111 5X3 1111 5X3 1113X4 =1 5X3 C D E F G H I 9 4 O P O N M L K t 11115X3 =3X4 =4X4 =15X3 1112X4 14'10"8 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection In loc Udefl U# Loc R 1U / Rw / Rh / RL W Pf NA Ce NA VERT(LL): 0.134 O 999 360 S 804 / - / - / - / - 73 Lu NA Cs NA VERT(TL)' 0.235 O 919 240 K 804 / - / - / - / - 73 Snow Duration NA HORZ(LL) 0.024 B - S Min Big Width Req = 1 5 HORZ(TL) 0 034 B K Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings S 8 K are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 567 Bearings S & K require a seat plate TPI Std 2014 Max BC CSI 080 1801 Rep Factors Used Yes Max Web CSI 0 411 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT.12(0)/10(0) Chords Tens.Comp Chords Tens Comp Plate Type(s). WAVE VIEW Ver 17 02 02A.1213 21 A - B 0 -542 E - F 0 -1497 B -C 0-1367 F - G 0 -1492 C -D 0-1761 G -H 0 -1480 D -E 0-1766 H-1 0 -521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp R- O 1072 0 O- N 1763 0 O -P 1641 0 N -M 1492 0 P-0 1766 0 M- L 1073 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - S 0 -786 E - N 45 -561 U11tl10Nf A- R 864 0 M- H 687 0 4Ss R - B 0 -842 H - L B- O 468 0 L- I 876 8311 0AI//pq Z.._ 'e'//i `+lr O - C 0 -435 1 - K 0 -769 z / • # 3 ATE : Qw 1Y0 278//H/ ..... s ° Nrw u 'sky 02/13/2 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 fabrlcatin , handling shi ping, Installlng.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted olhermse,to chord shall have pro attached structural sheathing and bottom Chord shall have a roper/ attachd rgid telling Locations shown forpermanent lateral restraint bf webs shall have bracinU Installed p r BCI s ctlons 133, 137 or B10Y as app Ica a Apply plates to each face of truss and position as shown above and on the Joint Details, un ess note otherwise Defer to drawings 160A•Z for standard plate positionsALPINE Alpine, a division of ITW Bulldln ompongt sGrou Inc shall not be responsible for any deviation from this drpwinq anZ failure to build the µ„tyrtrussInconformance with AN5111,orhandl) g shippmqInslallatldn and bracing of trussesA seal on this dr8wi g orcoverpage2400 Lake OrangeDrlistingthisdrawngindicatesceptanofprolessionarenIneerinqresponsibilitysolelyforthedesinshown. The suitability Suite150andguseofthisdrawingforystruceistheresponsibilityoftheBuildingDesigerpeANSIITPI1Sc. 2. For more mformabon see rhes ob's eneral noses a e and these web sites ALPINE www al medw tom, 7PI www t mst Or ,SBCA www sbundus tom, ICC www iccsale org Orlando FL, Job Number, N362109B Ply I SEON 24660 / T29 / SY42 Cush R R8975 JRef 1 W8G89750159 TEENBLDR Oly 1 FROM ALS DrWNo. 044.18.1207 13434 Truss Label: FT4GE _ KM / DF 02/13/2018 1'7"8 14'10"8 17"8 13'3" TYP) 3X4 1112X4 A D E F G H I J K M To 50 AA Z X W V U T S R Q O 1112X4 = 3X3 1112X4 14'10"8 Loading Criteria (pst) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W TCDL 1000 Speed: 150 mph Pf NA Ce NA VERT(LL): 0 001 G 999 360 361 /37 /31 / • /- /178 BCLL 0.00 Enclosure: Closed Lu NA Cs NA VERT TL 0 002 G 999 240 Wind BCDL 5.00 Risk Category II VERT(TL): reactions based on MWFRS Snow Duration NA HORZ(LL): •0.000 B - 0O Min Brg Width Req = - Des Ld 55.00 EXP: C HORZ(TL): 0 001 B Bearing AA is a rigid surface Mean Height: 15 00 it Code / Misc Criteria Creep Factor 2 0NCBCLL: 10.00 Soffit 200 TCDL. 4.2 ps1 Bldg Code FBC 61h ed 20V Max TC CSI 0.341 Members not listed have forces less than 375# BCDL 3 0 psi Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI 0 023 Maximum Gable Forces Per Ply (Ibs) Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0.117 Gables Tens.Comp Gables Tens Comp Loc. from endwall: Any FT/RT 20(0)/10(0) D - X 74 •455 H - T 69 -507 GCpi. 0.18 Plate Type(s): E - W 68 -471 I - S 69 -474 Wind Duration: 1.60 WAVE VIEW Ver 17 02.02A 1213.21 F - V 69 •508 J - R 71 -439 Lumber G - U 69 -528 K - O 82 -424 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) Npl TC From 271 pIf at 0 00 to 396 plf at 6.88 r Iy TC From 396 pIf at 6 88 to 396 plf at 775 S F% ` 4iy TC From 396 plf at 7 75 to 271 pit at 1463 BC From 30 plf at 0 00 to 30 plf at 1463 OO+e.!•;. • •••%/ Plating Notes ,V\/ y • All plates are 1.5X3 except as noted Wind = : vry • Wind loads based on MWFRS with additional C&C member design. Additional Notes ; 9 • g Truss must be installed as shown with top chord up !'''q, .•. OR Q •••• a0 278 NA 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING? IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require eytreme care in fybricatin, handl n99 shl pryng installmp and bPacin/q 9efer to and follow the latest editioP of BCS? (PuildinYgComponentSateInformation, til TPI an SBCA i8 sae Practices nor to erfo mm these functions Installers shall rowde tem ora 1bracinuerBCS? Unless noted o herwise,top chord shall have property attached structural sheathing and bottom hord shall have a proper y attachtl n ttid tattinga Locations shown for ermanent lat6ral restraint bf webs shall have braawn Installed per BCI sections ¢3, 137 or 810, as app ICa a Appply laces to each drawinA faceo truss and position as shown above and on the Joint9Detallsunless noted otherwise Refer to ALPINE Alpine,a division of ITW Buildl'n om on ntS GrpuD In, shall not be responsiple for an deviation from this dr0wing any failure to build thetrusiconformancewithANSII1, r (mor handllrfp, shippmq, installatidn and bracing any deviation seal on this dr3winq or cover page 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro'fessionar en Ineerinq responsibility sole for the desi n shown. The su,Ability Suite 150anduseofthisdrawingforanystructureIsaresponsibilityoftheBuildingDesignerpeANSIlrPI1Sbc.2. For more information see this joWs general notes page and Nese web sites ALPINE www al ineaw Com. TPI www 1 cost orn. SBCA' www sbandustry corn. ICC www rccsafe orp Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label, FT5 5'6" 5'6" 4"8 F _-2,6„ TYP) 3X6 1.5X3 =3X3 A B Ply. 1 I SEON. 24661 / T54 / SY42 Cuss R R8975 JRef 1 W8G89750159 Oly. 2 FROM JJP DrwNo: 044 18.1207 14920 SN / DF 02/13/2018 7'5" , 12'9"8 1'11" 5'4"8 3X3 =3X3 =3X3 =3X6 C D E F MiraX4W i.\ 1W/ 1 f9 N M 3X4 = 4X4 Loading Criteria (psr) Wind Criteria TCLL: 4000 Wind Std NA TCDL 1000 Speed. NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 55.00 NCBCLL. 10 00 Mean Height NA It TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24.0 " C&C Dist a. NA It Loc from endwall NA I: NA GCpr NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 02 SP #2 N Webs 4x2 SP #3 Lumber value set 138" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 3X3 11115X3 11115X3 =3X3 H G 4X4 1112X4 Oa• JGE E 0 cC ,V ..* k, 0 278giis ONAlt lre'' e 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shlppin installing.and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) f8 safety R1ractices prior to performing these functions Installers shall provide temporaN brad per BCSI. Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a pro pe y attach tl rlp id Ceilln Locations shown for ermanent lateral restraint bf webs shall have braacingq installed per BCI sections B3, B7 or 910,11, as app icalite Apply Ptates to each face. olPtruss and position as shown above and on the Join' Details, unless notetl otherwise I eler to ALPINE 14, 611, drawings t60A-Z for standard plate positions Alpine, a division of ITW Bt IIdd11nQQCComponentsS GrppupG In .shall not be resppons/ble for any deviation from this drawing any failure to build the .r,rrwcoM,ww truss in cpnformanCe with AN51/TPI 1, or Tor handliriq shlppinst, installation and bracing of,trusseSA Seat on this drawirt9 or over pa e , , 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTesslonafenmeerinqresponslbilltysoleNforthedesignshown.he suiTablllty Suite t 50andirseothisiawingoranystructureistheresponsibilittloftheBuildingDeslgerpeANSIRPI1c.2. For more mlOrmaUOn see Ihrs yob's general notes page and Inese weD sues ALPINE www al menw Com, TPI www t msl or ,SBCA: www Sbtlndusl Com, ICC www acuate or Orlando FL, 32837 12'9"8 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0 075 C 999 360 N 696 / - / • / • / - 40 Lu NA Cs: NA VERT(TL): 0 173 C 999 240 G 699 / - / - / • / • Snow Duration NA HORZ(LL): 0 019 B - N Min Big Width Req = 1 5 HORZ(TL). 0 031 B G Min Big Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing N is a rigid surface. Bldg Code FBC 6th.ed 201 Max TC CSI 0.493 TPI Std: 2014 Max BC CSP 0729 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI 0.346 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. FT/RT: 1 2(0)/l 0(0) Plate Type(s) A-13 0 -472 D- E 0. 1113 WAVE VIEW Ver' 17 02 02A 1213 21 B - C 0 -1120 E - F 0 •455 C -D 0 -1309 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. M -L 912 0 J-1 1309 0 L- K 1309 0 1- H 900 0 K - J 1309 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. N -A 0 -672 D -I 0 •391 A- M 723 0 E - H 0 -706 M- B 0- 699 H- F 727 0 L- C 0 •384 F- G 0 -677 Oa• JGE E 0 cC ,V ..* k, 0 278giis ONAlt lre'' e 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shlppin installing.and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) f8 safety R1ractices prior to performing these functions Installers shall provide temporaN brad per BCSI. Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a pro pe y attach tl rlp id Ceilln Locations shown for ermanent lateral restraint bf webs shall have braacingq installed per BCI sections B3, B7 or 910,11, as app icalite Apply Ptates to each face. olPtruss and position as shown above and on the Join' Details, unless notetl otherwise I eler to ALPINE 14, 611, drawings t60A-Z for standard plate positions Alpine, a division of ITW Bt IIdd11nQQCComponentsS GrppupG In .shall not be resppons/ble for any deviation from this drawing any failure to build the .r,rrwcoM,ww truss in cpnformanCe with AN51/TPI 1, or Tor handliriq shlppinst, installation and bracing of,trusseSA Seat on this drawirt9 or over pa e , , 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTesslonafenmeerinqresponslbilltysoleNforthedesignshown.he suiTablllty Suite t 50andirseothisiawingoranystructureistheresponsibilittloftheBuildingDeslgerpeANSIRPI1c.2. For more mlOrmaUOn see Ihrs yob's general notes page and Inese weD sues ALPINE www al menw Com, TPI www t msl or ,SBCA: www Sbtlndusl Com, ICC www acuate or Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label: FT6 co L 5_6" i 5'6" 4"8 TYP) 4X6 15X3 =3X3 A B 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf 1n PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std NA Pg. NA Cf. NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1W TCDL 1000 Speed: NA mph Pf: NA Ce NA VERT(LL) 0.133 C 999 360 M 801 1. / • / • / - /73 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0203 C 804 240 G 929 /•/- BCDL 500 Category NA Snow Duration NA HORZ(LL). 0.031 B - M Min Brg Width Req = 1 5 EXP NA HORZ(TL). 0 040 B G Min Brg Width ReqDesLd: 55 00 Mean Height NA ft NCBCLL: 1000 TCDL NA psf Code I Misc Criteria Creep Factor: 2 0 Bearing M is a rigid surface Soffit 200 BC DL NA psf Bldg Code FBC 6th ed 201 Max 7C CSI 0 908 Bearing M requires a seat plate Load Duration 1 00 MWFRS Parallel Dist' NA TPI Std: 2014 Max BC CSI 0.737 Spacing: 24.0 " C8C Dista NA tt Rep Factors Used: Yes Max Web CSI 0 437 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT.12(0)/10(0) Chords Tens.Comp Chords Tens Comp I NA GCpI: NA Plate Type(s) Wind Duration NA WAVE VIEW Ver 17 02.02A 1213 21 A - B 0-540 D - E 0 -1539 Lumber B- C 0 -1353 E- F 0 •644 C -D 0 -1549 Value Set' 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords TenS.Comp Chords Tens Comp Lumber value set "1313" uses design values L - K 1074 0 J • 1 1549 0 approved 1/30/2013 by ALSC K - J 1553 0 I • H 1244 0 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) Webs Tens Comp. Webs Tens. Comp. TC From 100 pif at 0 00 to 100 pit at 11 79 BC From 10 plf at 0 00 to 10 plf at 1179 A • M 0 -779 I - E 490 0 TC 200 Ib Conc. Load at 525,925 A - L 860 0 E - H 0 -954 L - B 0 -849 H - F 917 0 Additional Notes B- K 442 0 F- G 0 -895 i 2x6 #3 HEM -FIR or better continuous strongbackfillip Ilglllyr r Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ). Strongback material to be supplied by erection contractor O :•! 5_ y Truss must be installed as shown with top chord up _ j• • , Lz x,,10 ATE (((,„J»4 4, OR y •••.......•• 6 1i 40 278 yss/p Nq` 4 rrrwrwr,p,w u` r0e• 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in falvicating, handling, shipping Installing and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) ibr safety practices prior to performing these functions Installers shall provide temporary brae n ner BCSI . Unless noted olherwise,top chord shall have property attached structural sheathing and bottom 4hord shall hav a properly attacher) vooid ceilin . Locations shown for ermanent lateral restraint bf webs shall have bracing mslalled p r BC51 sections B3, 7 or 810, as appllca0le Appy Dlales to ach face ofpruss and position as shown above and on the Joint Details, un ess noted otherwise Refer to ALPINEdrawings160A•Z for standard pate positions. AI ine, a division of ITW Bulld11'nggCCom ngnts Group Inc shall not be responsible for an deviation from this drawin anv failure to build thetrussinc. nformance with AN51/TPI 1 p0 for handlers shipping, installatldn and bracing of,trussesA eat on this druwirt9 or cover page , , 2400 Lake Orange Dr r Irutin this drawing indicates acceptance of pro essionalq en ineenn res onsibillty soleN ti or the design shown. The suitablll Suite 150anduseofthisOiawingforanystructureistheresponsibilitofthe uilding DesigrSer pefANSI/TPl 1 Sec.2. ry For more information see this ob's eneral notes a e and mese web sites ALPINE www al 1neltw tom, TPI: www t lost or ;SBCA www sbGndust wm, ICC www lccsale org Orlando FL, 32837 Ply: 1 SEON 24662 / T47 SY42 Cusl RR8975 JRef 1W8G89750159 Oly 9 FROM ALS DrwNo' 044 18 1207 14747 JB / OF 02/13/2018 7'8" 11'11" 27' 4'3" 1'3"12 '- i 3X3 1111.5X3 = 3X3 08 C D E F h 9'4" 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf 1n PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std NA Pg. NA Cf. NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1W TCDL 1000 Speed: NA mph Pf: NA Ce NA VERT(LL) 0.133 C 999 360 M 801 1. / • / • / - /73 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0203 C 804 240 G 929 /•/- BCDL 500 Category NA Snow Duration NA HORZ(LL). 0.031 B - M Min Brg Width Req = 1 5 EXP NA HORZ(TL). 0 040 B G Min Brg Width ReqDesLd: 55 00 Mean Height NA ft NCBCLL: 1000 TCDL NA psf Code I Misc Criteria Creep Factor: 2 0 Bearing M is a rigid surface Soffit 200 BC DL NA psf Bldg Code FBC 6th ed 201 Max 7C CSI 0 908 Bearing M requires a seat plate Load Duration 1 00 MWFRS Parallel Dist' NA TPI Std: 2014 Max BC CSI 0.737 Spacing: 24.0 " C8C Dista NA tt Rep Factors Used: Yes Max Web CSI 0 437 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT.12(0)/10(0) Chords Tens.Comp Chords Tens Comp I NA GCpI: NA Plate Type(s) Wind Duration NA WAVE VIEW Ver 17 02.02A 1213 21 A - B 0-540 D - E 0 -1539 Lumber B- C 0 -1353 E- F 0 •644 C -D 0 -1549 Value Set' 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords TenS.Comp Chords Tens Comp Lumber value set "1313" uses design values L - K 1074 0 J • 1 1549 0 approved 1/30/2013 by ALSC K - J 1553 0 I • H 1244 0 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) Webs Tens Comp. Webs Tens. Comp. TC From 100 pif at 0 00 to 100 pit at 11 79 BC From 10 plf at 0 00 to 10 plf at 1179 A • M 0 -779 I - E 490 0 TC 200 Ib Conc. Load at 525,925 A - L 860 0 E - H 0 -954 L - B 0 -849 H - F 917 0 Additional Notes B- K 442 0 F- G 0 -895 i 2x6 #3 HEM -FIR or better continuous strongbackfillip Ilglllyr r Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ). Strongback material to be supplied by erection contractor O :•! 5_ y Truss must be installed as shown with top chord up _ j• • , Lz x,,10 ATE (((,„J»4 4, OR y •••.......•• 6 1i 40 278 yss/p Nq` 4 rrrwrwr,p,w u` r0e• 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in falvicating, handling, shipping Installing and bracing Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an SBCA) ibr safety practices prior to performing these functions Installers shall provide temporary brae n ner BCSI . Unless noted olherwise,top chord shall have property attached structural sheathing and bottom 4hord shall hav a properly attacher) vooid ceilin . Locations shown for ermanent lateral restraint bf webs shall have bracing mslalled p r BC51 sections B3, 7 or 810, as appllca0le Appy Dlales to ach face ofpruss and position as shown above and on the Joint Details, un ess noted otherwise Refer to ALPINEdrawings160A•Z for standard pate positions. AI ine, a division of ITW Bulld11'nggCCom ngnts Group Inc shall not be responsible for an deviation from this drawin anv failure to build thetrussinc. nformance with AN51/TPI 1 p0 for handlers shipping, installatldn and bracing of,trussesA eat on this druwirt9 or cover page , , 2400 Lake Orange Dr r Irutin this drawing indicates acceptance of pro essionalq en ineenn res onsibillty soleN ti or the design shown. The suitablll Suite 150anduseofthisOiawingforanystructureistheresponsibilitofthe uilding DesigrSer pefANSI/TPl 1 Sec.2. ry For more information see this ob's eneral notes a e and mese web sites ALPINE www al 1neltw tom, TPI: www t lost or ;SBCA www sbGndust wm, ICC www lccsale org Orlando FL, 32837 Job Number. N362189B Ply1 SEON 24663/ T50 I SY42 Cusp R R8975 JRet 1 W8G89750159 TEENBLDR Oly. 1 FROM JJP DrwNo 04418120713623 Truss Label. FTB I 1KM / OF 02/13/2018 00 1 17'8 17'8 f-- 1,6„12 -+- 1'4" -- TYP) 11'10"4 10'2"12 3X4 1112X4 A J Loading Criteria (psr) Wind Criteria TCLL 4000 Wind Std: NA TCDL: 10.00 Speed. NA mph BCLL' 0.00 Enclosure NA BCDL 500 Category. NA Des Ld. 55.00 EXP, NA NCBCLL 10 00 Mean Height. NA it TCDL: NA psf Soffit 200 BCDL: NA fist Load Duration 1 00 MWFRS Parallel Dist. NA Spacing 24 0 " C&C Dist a: NA R Loc from endwall NA I NA GCpi NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1 5X3 except as noted. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. 11'10"4 K 4 Snow Criteria (Pg.Pi in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc Uden U# Loc R /U / Rw / Rh / RL /W Pf: NA Ce NA VERT(LL) 0 000 B 999 360 T 77 / - / - / • / • /73 Lu NA Cs NA VERT(TL) 0 001 B 999 240 K' 108 / - / - / • / • /135 Snow Duration NA HORZ(LL) -0.000 B - - T Min Brg Width Req = 1 5 HORZ(TL). 0.000 B K Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 Bearings T 8 T are a rigid surface Bldg Code FBC 6th.ed 201 Max TC CSP 0.124 Bearing T requires a seat plate TPI Std 2014 Max BC CSI 0.026 Rep Factors Used Yes Max Web CSI 0.032 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.02A.1213.21 O a•'J 3 \/AVO. vbtms o ATE o , S NA E,,vp ns 4r, D wJtMrrllUlYlUµd 02/ 13/2018 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, handling, shipping, installing. and bracing. , Refer to and follow the latest edition of BCSI Building ComponentSafetyInformation, by TPI an SBCA) fah safety practices prior to performing these functions. Installers shall provide to porary bracinggg per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottohord shall have a proper y attach npid cellm Locabons shown for permanent lateral restrSlnt bf webs shall hav bracing installed per SrC I sections B3, 87 or 810, asapplicableAppyDlatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetalls, unless not othervvlse Refer to ALPINE drawings160A•Z for standard plate positions. Alpine, a division of ITW Btrildl'ng ompon nts Grou Inc. shall not be respond le for any deviation from this dr wing an (allure to build the ,„„wro,,,„ truss in nfor- i" with AN Ili 11, or for handllr g shipping, Installation an bracing gf,trussesA eat on ih s dr3wiXg or cover page , , 2400 Lake Orange Dr. listinthisdrawingindicatesacceptanceofpnroessionaenineering es onsibrlittyv soleiYor the design shown. The sui bill Suite 150 anduseofthisthawingforanystructureis [he responsibility of the Building DesigiSer perANSI/TPl 1 Sec.2. For more mlormatpn see IMS ob's eneral notes a e and these web sites. ALPINE www al medw com, TPI www.t msl or ;SBCA: www sbundust wm, ICC www iccsafe org Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label: FT9 T ° z T Loading Criteria (psf) TCLL: 40.00 TCDL. 1000 BCLL 000 BCDL' 5.00 Des LCF 55.00 NCBCLL' 10.00 Soffit 2.00 Load Duration: 1.00 Spacing. 24.0 " Py 1 SEON 24664 / T60 / SY42 Cust: RR8975 JRO: 1W8G89750159 Oly. 1 FROM. JJP DrwNo 044 18.1207 13872 SN / DF 02/13/2018 5'6" 7'0'.3 11' 1 "11 5'6" ' 1'6"3 4'1"8 2,6" -i TYP) 1'3"12 - 1 3X6 15X3 =3X3 =3X3 11115X3 =3X3 =3X6 A B C D E F Miii'6w'mriNEIMAM. ximmpAr\ 1 Loc R / U / Rw / Rh / RL VERT(LL): 0.069 C 999 360 M 605 1. / - / - / - 3X4 - - _ - - - - - IIIZX4 11'1"11 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure NA Category NA EXP NA Mean Height. NA It TCDL. NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA it Loc. from endwall: NA I. NA GCpi: NA Wind Duration' NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0. 1 28"x3", min) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (P9,P1 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:12(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL): 0.069 C 999 360 M 605 1. / - / - / - VERT(TL): 0.146 C 999 240 G 608 /. / - /_ / - HORZ(LL). 0.017 B - M Min Brg Width Req = 15 HORZ(TL): 0 027 B G Min Big Width Req = 1 5 Creep Factor: 2.0 Bearings M & G are a rigid surface. Max TC CSI 0.528 W 4.0 5.7 Max BC CSI: 0 709 Members not listed have forces less than 375# Max Web CSI: 0.290 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A- B 0- 397 C- D 0 -964 VIEW Ver 17 02.02A 1213.21 1 B - C 0 -892 D - E 0 -957 i*: J • L • 0 278 y y sS/pNAL 02/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. L - K 768 0 J-1 964 0 K- J 966 0 I- H 750 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp M- A 0- 580 E- H 0 -602 A- L 608 0 H- F 592 0 L - B 0 -590 F -G 0 -578 I - E 414 0 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. handling9 shipping Installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) ib safety ISractices prior to performing these functions. Installers shall provide temporary bracin er BCSI Unless noted o herwise,to chord shall have mel attached structural sheathing and bottom chord shall have a roperlattach . rlold cellln Locations shown forpermanent lateral restraint bi w¢bs shall hav, brawn Installed per BCSI sections 133, 137 or 810y as appl'calffe Appy plates to each face, of truss and position as shown above and on tfte Joint9Detalls, unless noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW Buildl1n CCompongnis Grou In,, shall not be responsible for any deviation from this dr wing any failure to build the µinVCQ truss In conformance with ANSI P1 1, or for handl) g shipping, Insip latlon and bracing of IrussesA seal on th s drawing or cover page 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTesslonarenIneerinqresponsibilitysolelyforthedesignshown. The suiCability Suite t50and ise of this drawing for any structure is a responsibilit, of the Building Designer pe ANSIITPI 1 SEc.2. For more information see thisjob's general notes page and these web silos ALPINE www al meow com. TPI www I cost ora. SBCA www sbandustry Com, ICC www imsale org Orlando FL, 32837 Job Number: N3621898I Ply 1 I SEON• 24665 / T55 / SY42 IJB Cust: R R8975 JRO 1 W8G89750159 TEENBLDR OIy 2 FROM. JJP DrwNo. 044.18.1207 15012 Truss Label: FT7 / OF 02/13/2018 T m J_ sL so f- 2'6" TYP) 5'6" 6'8"4 8'5,"4 5'6" + 1'2"4 1,9„ 1'3"12 -- 3X4 1 5X3 = 3X3 = 3X3 1111.5X3 4X6 A B C D E 1 i i /,111 I 71K i I 5X3 3X3 n ra r II r rte I H G 3X3 III 1 5X3 = 3X4 8'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL. 1000 Speed NA mph Pf NA Ce NA VERT(LL): 0 071 C 999 360 K 450 / - / - / - / - /73 BCLL 0 00 Enclosure NA Lu: NA Cs NA VERT(TL): 0.133 C 915 240 F 465 / - / - / - / - /63 BCDL 5.00 Category NA Snow Duration NA HORZ(LL)- 0 020 B - - K Min Brg Width Req = 1.5 Des Ld 55 00 EXP NA HORZ(TL). 0.028 B F Min Brg Width Req = 1.5 NCBCLL 1000 Mean Height NA it Code / Misc Criteria Creep Factor 2 0 Bearings K 8 F are a rigid surface. TCDL NA psf Soffit: 2.00 BCDL: NA psf Bldg Code FBC 6th.ed 201 Max TC CSP 0 592 Bearing K requires a seat lategqp Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 739 Members not listed have forces less than 375# Spacing* 24.0 " C&C Dist a. NA it Rep Factors Used Yes Max Web CSI 0 295 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp I NA GCpi NA Plate Type(s) Wind Duration NA WAVE VIEW Ver 17 02.02A 1213.21 B - C 0 -499 D - E 0 -385 Lumber C - D 0 -397 Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Chords Tens.Comp Chords Tens. Comp Bot chord 4x2 SP #2 N Webs 4x2 SP #3 J • 1 510 0 H - G 397 0 Lumber value set "1313" uses design values I - H 404 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp Webs Tens Comp 2x6 continuous strongback See detail STRBRIBR1014 for bracing and bridging A - K 0 -432 G - E 620 0 recommendations A - J 413 0 E - F 0 501 Truss must be installed as shown with top chord up. J - B 0 -401 IMPORTANT" FURNISH THIS ITW any ral nl o = ATE •' 0 278 %Ss ONAL VNW 4ryiyruwWu 02/13/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing Refer to and follow the latest edition of failure to build the I or cover pae n. The sui bility 1-41 ALPINE NJTVCOMMutt 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N362189B Pry. 1 SEON 24666 / T71 SY42 Cust. R8975 JRel. 1 W8G89750159 TEENBLDR Oty. 1 FROM. ALS DrwNo. 044 18.1207.15357 Truss Label: FT8GE JB / WHK 02/13/2018 Loading Criteria (psf) TCLL 40.00 TCDL: 10.00 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL: 1000 Soffit 200 Load Duration 1 00 Spacing. 24.0 " 17"8 , 8!5"4 1'7"8 69"12 1'6"12 --{ F-- 1'4" --! TYP) 3X4 is 3X6 A B D E F G T T5'IO1 FO 1 L 94 1112X4 M K J I H 3X3 =-3X6 1'13 8'3"12 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' 3.0 psi MWFRS Parallel Dist 0 to h/2 CK 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 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC. From 251 plf at 0.00 to 376 pit at 6.88 TC: From 376 pit at 6.88 to 376 pit at 831 BC From 10 pit at 0.00 to 10 pIf at 8.31 TC: 2364 Ib Conc. Load at 7 88 Plating Notes All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg. NA Cl. NA CAT W Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Code I 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 8'5"4 Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W VERT(LL) 0.004 G 999 360 N' 619 / 33 /31 /- / - VERT(rL) 0 013 G 999 240 Wind reactions based on MWFRS HORZ(LL). 0.004 G - N Min Brg Width Req = - HORZ(TL) 0.008 G Bearing N is a rigid surface Creep Factor, 2 0 998 Max TC CSI: 0.507 Members not listed have forces less than 375# Max BC CSI: 0 035 Maximum Web Forces Per Ply (Ibs) Max Web CSI: 0.179 Webs Tens Comp. Webs Tens. Comp H - G 26 -414 G - H 64 -2305 VIEW Ver. 17.02.02A.1213.21 I Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens. Comp. M - B 164 -439 E - J 117 -461 D - K 93 -445 F - 1 135 -502 5C S 0 AKU i ! • ATE 0 a0 278 02/13 018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1uire extreme care in fabricating, handling, shippin installing and bracing Refer to and follow the latest edition of BCSI (BuddingtSafetyInformation, by TPI an SBCA) sa ety actices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bolt2m hord shall hav a pro2erly ijid ceiling Locations shown for permanent lateral restraint Of webs shall have braacinga installed per BC I sections B3, 7 or 810, e._ Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to any from this drowin an failure to build the 1 Seal on this drawiX9g or cover page , N31RPd sign shovfn. The suitability ALPINE MJ IIW CCIwMN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label. FT70 Loading Criteria (psr) TCLL 4000 TCDL: 10.00 BCLL: 000 BCDL. 500 Des Ld: 55.00 NCBCLL 1000 Soffit 2.00 Load Duration 1 00 Spacing 24 0 " Ply 1 I SEON 24667 / T46 / SY42 Cusr RR8975 JRel, 1/81389750159 Oty' 2 FROM JJP DrwNo' 044 18 1207 14981 SN / DF 02/13/2018 3'9"4 3'10"12 5' 7'5" 2'0"4 1'8 1 9 4 1'9" 1.3,.12 --I 4X4 3X4 15X3 1111.5X3 1111.5X3 11115X3 15X3 A B C D E TS 10 - 1- T Li 94 K J I H 3X3 11115X3 =3X3 3X4 3X4 Wind Criteria Wind Std. NA Speed NA mph Enclosure: NA Category. NA EXP NA Mean Height NA h TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a: NA ft Loc from endwall NA I NA GCpr NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pt in PSF) Pg NA Cf. 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 12(0)/10(0) Plate Type(s). WAVE 7'5" DefI1CSl Criteria PP Deflection in loc Udell U# VERT(LL)' 0 085 C 965 360 VERT(TL) 0.159 C 687 240 HORZ(LL). •0 031 E - HORZ(TL)' 0 057 E Creep Factor 2.0 Max TC CSI: 0 669 Max BC CSI: 0 588 Max Web CSI 0 246 VIEW Ver 17 02 02A 1213 21 S O ss ,o ATE 61F F•...... a0 278 tipS/ ,v 02/13/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W K 400 /- /- /- /- /40 G 391 /- /- /- /- /30 K Min Big Width Req = 1 5 G Min Big Width Req = 1 5 Bearings K 8 G are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. K -A 0 -419 H - E 482 0 A -J 516 0 E -G 0 -402 WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in labricatin ,hhandling shiippin installing and bracing Refer to and follow the latest edition of BCSI (BuildingCOTComponentSaleryInformation, by TPI an SBCA) f0i sa ery practices pnor to performing these Junctions Installers shall provide temporary er BCSI. Unless noted o erwise,to chord shall have ropper y attached structural sheathing and bottom hord shall have a roperattach rlgc1id cellln Locations Shown for ermanent lateral restraint bf webs Shall hav brOGno installed p r BCI seCtlOns B3, B7 Or 810y as appIcarne. Apply plates to each face ofPtruss and position as shown above and on tefre JolnfDetalls, un iess notetl othervvise Refer to ALPINEdrawingst60A-Z for standard plate positions. Alpine, a division of ITW Bt IId1nQ omponents Group InC shall not be responsiple for any deviation from this drawin any failure to build the wliwro N . truss in conformance with ANSUT 1 1, or for handlin shipping, Installation and bracing Cf trussesA seal on this dr wing or cover page 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofroessonsenineerinqresponslbilitN soleiYY for the desi n shown. The sur bility and use of this drawing for any structure is the responsibilit of the Building Desigrfer peIANSIITPI 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www alpmeitw com, TPI www tpmst org, SBCA www sbandustrycom, ICC www iccsaie.org Orlando FL. 32837 Job ply SEON Cusl 8975 TEENBLDRr: N362189B I Oly 3 FROM JJP68 / T45 /SY42 DrwNo R04418i2071145449750159 Truss Label: FT11 SN / OF 02/13/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL. 000 BCDL. 500 Des Ld: 55 00 NCBCLL' 1000 Soft 200 Load Duration 1 00 Spacing' 24 0 " 119" T 3'S"8 3'11 8 6" f -- 1.3'.12 --{ 4X4 1 5X3 1113X6 A B T° goT Wind Criteria Wind Std NA Speed NA mph Enclosure' NA Category NA EXP NA Mean Height. NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a: NA It Loc from endwall NA I NA GCpr NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 1111 5X4 C D i 3'11"B i 10'9" T T 94" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection In loc Udefl U# Loc R /U / Rw / Rh / RL 1W Pf NA Ce. NA VERT(LL). 0 066 B 625 360 G 215 / - / - / - I - / 4 0 Lu NA Cs NA VERT(TL). 0 115 B 457 240 D 204 / - / - / - / - /35 Snow Duration NA HORZ(LL) 0 072 C - G Min Brg Width Req = 1 5 HORZ(TL) 0 098 C D Min Brg Width Req = 1 5 Code / III Criteria Creep Factor 2 0 Bearings G & C are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSP 0 402 TPI Std 2014 Max BC CSI 0 420 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI 0 021 FT/RT.12(0)/10(0) Plate Type(s) WAVE VIEW Ver, 17 02.02A 1213 21 t fit' ATE : Q 9' ' p,•.•Ft OR pP,.•& a SAF 6 ,weSSONAIE 0 278 w,,,u„r„.,wt n"" reA`' 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatin , handlingg shi pin Installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) f8 sa ety raclices prior to periorming these functions Installers shall provide temporary) bracin per SCSI. Unless noted o herwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a proL er y attach rl ngid celhn Locations shown for ermanent lateral restraint bf webs shall hav braachU InsTalled p r BC I sections 133, 137 or 810, as app Ica a Apply Glates to each face o truss and position as shown above and on the JoinfDetalls, ungess notetl otherwise Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW Buildl'n9g omponsnts GrpuD Ins shall not be responsible for any deviation from this drpwin any failure to build the M11WCo „ truss in conformance with AMM 1 1, or for handllrsg, shipping, Instpliatldn and bracing of IrussesA Seal on this drawing or cover page , , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofproessionaenineedresponsibilittyvsolelyforthedesinshown. The suitability Suite 150and ise of this drawing for any structure is the responsibilittl of the Building DesigrSer per ANSI/TPI 1 Sec.2. For more information see this fob's general notes page and these web soles ALPINE www alpmeitw com. TPI www Ipinst org, SBCA www sbandustrycom, ICC www iccsafe org Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label: FTI IA Loading Criteria (pst) TCLL 40.00 TCDL 1000 BCLL 000 BCDL. 500 Des Ld 55 00 NCBCLL. 10.00 Soffit: 200 Load Duration 1 00 Spacing 24 0 " m y Wind Criteria WindStd ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height: 15.00 it TCDL: 4.2 psf BCDL 3 0 psf MWFRS Parallel Dist. 0 to h/2 CK 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 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313•' uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC From 781 plf at 0.13 to 781 pit at 267 TC From 210 plf at 2.67 to 210 pit at 396 BC From 10 plf at 00010 10 plf at 3.58 TC: 2444 Ib Conc. Load at 2.79 Plating Notes All plates are 3X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Truss must be installed as shown with top chord up. Py 1 SEON.30070/ T38 /SY42 Cust. R R8975 JRel. 1W8G89750159 Qty. 1 FROM ALS DrwNo 044 18 1207 13420 KM / DF 02/13/2018 119" 2'8" , 3'11"8 1'3"12 L 6•• J 1114X4 1.5X3 1113X6 1113X6 1113X6 A B C D E 3X3 Snow Criteria (Pg,P1.n PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf' NA Ce NA VERT(LL) 0 009 C 999 360 1• 1340 /38 /31 - Lu. NA Cs: NA VERT(TL) 0 029 C 999 240 E 4 /64 /5 - Snow Duration NA HORZ(LL) -0 008 D - Wind reactions based on MWFRS HORZ(TL) 0 016 D I Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.554 Bearings 18 D are a rigid surface TPI Std 2014 Max BC CSI 0 131 43.0 3.5 Rep Factors Used. Yes Max Web CSI, 0 443 Members not listed have forces less than 375# FT/RT.12(0)/10(0) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17.02 02A 1213 21 G - F 393 -22 e WE : Q NO 278 wprylNallW"111 1 oz/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. A-1 90 -944 G -C 96 -1913 A -H 397 -12 C - F 41 -602 H - B 175-1176 I THEINSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a properly p r BC51 sections B3, B7 or 1310, Jn ess notes otherwise Refer to any failure to build the I or cover pae . . n. The sui btlrty ALPINE wrrwCowvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N362189B Ply. 1 SEON 24670 / T66 / SY42 Cusl R R8975 JRef 1 WBG89750159 TEENBLDR Oly 5 FROM. JRH DrwNo 044 18 1207 15091 Truss Label: FT613 I I IJB / DF 02/13/2018 6'10"8 , 8'5" i 13'11" J 6'110"8 11'6"8 5'6" i 4"8 F 'iF - 2'6" '+'— 2,6.,12 1'4"8 TYP) 4X6 1.5X3 = 3X4 1111.5X3 = 4X8 A B C D E F G 0 II\ •` '•` Maximum Reactions (lbs) Pg. NA Cf. NA CAT NA I%111 Loc R / U / Rw / Rh / RL /W P 759 / • / • / • / - /73PfNACe: NA VERT(LL): 0 101 D 999 360 Lu NA Cs NA VERT( L)- 0.210 D 999 240 H 759 - Snow Duration. NA HORZ(LL) 0.020 B - - P Min Brg Width Req = 1 5 B- N HORZ(TL) 0.033 B Creep Factor. 2.0 H Min Brg Width Req = - Bearing P is a rigid surfaceCode / Misc Criteria Bldg Code: FBC 6th.ed 201 Loading Criteria (psf) TCLL 4000 TCDL 10.00 BCLL 000 BCDL 500 Des LcF 55 00 NCBCLL' 1000 Soffit 200 Load Duration 1 00 Spacing 24.0 " Wind Criteria Wind Std. NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA tt TCDL NA psf BCDL' NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpr NA Wind Duration: NA Lumber Value Set, 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3.10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 13'11" Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg. NA Cf. NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W P 759 / • / • / • / - /73PfNACe: NA VERT(LL): 0 101 D 999 360 Lu NA Cs NA VERT( L)- 0.210 D 999 240 H 759 - Snow Duration. NA HORZ(LL) 0.020 B - - P Min Brg Width Req = 1 5 B- N HORZ(TL) 0.033 B Creep Factor. 2.0 H Min Brg Width Req = - Bearing P is a rigid surfaceCode / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 539 Bearing P requires a seat plate. TPI Std. 2014 Max BC CSI 0 886 734 Rep Factors Used Yes Max Web CSI 0.384 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens Comp. Plate Type(s). VIEW Ver: 17.02 02A.1213.21 A - B 0 -505 D - E 0 -1544 B -C 0-1255 E - F 0 -1284 WAVE C -D 0-1541 F -G 0 -552 VATIt i ATE ! AV, a0 278 4is ONA` ,,!, Q Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O- N 998 0 L- K 1544 0 N -M 1508 0 K -J 1541 0 M- L 1508 0 J- 1 1030 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -P 0 -741 E -J 0 464 A-0 806 0 J- F 404 0 O- B 0- 782 F- I 0 758 B- N 408 0 I- G 788 0 N- C 0- 389 G- H 0 734 02/13/2018 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, shippin installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI an SBCA) safely ractices priortoperformingthesefunctions. Installers shall provide temporary B SI Unless noted olherwise,top chord shall have properixy attached structural sheathingg and bottom Chord shall have a properly id ceiling Locations shown forDermanent lateral restraint Of webs shall hay bracin insljilled p r SCSI sections B3, 87 or 810, le. Apply lates to each face, of truss and position as shown above and on the Joinl9Details, unless noted otherwise kefer to 60A -Z for sPandard plate positions a division of any failure to build the Iorcover pa e n. The sui bility ALPINENE MnWCoww. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N362189B Ply 1SEON 48078 / T69 / SY42 Cusl. R R8975 JRef 1 W8G89750159 TEENBLOR Oly 1 FROM ALS DrwNo 044 18 1333 53112 Truss Label: FT6GE KM / DF 02/13/2018 17"8 13'11" F 1'7"8 12'3"8 1,3„4 'i f 1,3„4 J TYP) 3X4 = 3X6 A B C D E F G H I J K V U T S R O P O N M L 1112X4 3X3 = 3X3 = 3X4 13'11” 9,4„ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL: 40.00 Wind Std. ASCE 7.10 Pg NA Ct. NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL 1000 Speed 150 mph Pf NA Ce NA VERT(LL) 0.001 J 999 360 L' 352 140 131 /- /- /167 BCLL. 000 Enclosure: Closed Lu NA Cs NA VERT(TL) 0.002 J 999 240tT) Wind reactions based on MWFRS BCDL: 5.00 Risk Category: IIgry Snow Duration NA HORZ(LL) 0.000 K - L Min Brg Width Req = - Des Ld. 55.00 EXP C HORZ(TL) 0.001 K Bearing V is a rigid surface NCBCLL. 10 00 Mean Height 15 00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2.0 Soffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 6th ed 201 Max 7C CSI 0 518 Members not listed have forces less than 375# Load Duration 1 00 MWFRS Parallel Dist, h/2 to h TPI Std 2014 Max BC CSI 0 024 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens Comp Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used: Yes Max Web CSI. 0 127 Loc. from endwall. not in 144 00 If FT/RT 20(0)/10(0) U - B 79 -404 G - P 61 -501 GCpi: 0 18 Plate Type(s) C 'T 60 -385 H-0 62 -507 Wind Duration 1 60 WAVE VIEW Ver 17 02 01A 1115 21 D - S 64 -441 I - N 58 -474 Lumber E - R 62 -468 J - M 79 -546 F-0 62 -498 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1.00) TC: From 253 0 00 to 376 688 pl fA Iyplfatpitat TC: From 376 plf at 6 88 to 376 pit at 1379 BC: From 10 pli at 0.00 to 10 plf at 1379 0, S Fl C i, Plating Notes O`` ••••• ••• C•• Q ••••V S,••• All plates are 1.5X3 except as noted Wind O. 848 Wind loads based on MWFRS with additional C&C member design Additional Notes s= ; ATE ar See ANSI/TPI 1 Sect 7 for additional bracing y 9 : (`[/F requirements. Bracing material to be supplied by OQ., 1. • • OR .• erection contractor y,, N r Truss must be installed as shown with top chord up. t•..•,..••' NO 278 yss ONA'i— 14"Imilut, 02/13/2018 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 olherwise,top chord shall have property attached structural sheathing and bottom hord $hall hav a gropped i shown for permanent lateral restraint of webs shall havebracinq nslalled per SC91 sections B3, 7 or B10y Bach face, of truss and position as shown above and on te Joinl etails, unless noted otherwise. Refer to ALPINElatepositions Flceompon nt Grou In shall not be responsiple for any deviation from this dr winp an failure to build the ,,,,,,Cb,, rIgor Aiandbr g s lippmqmstellabdn and bracing gf,trussesA eal on thi$ dr3wiXg or coverpage,,2400 Lake Orange Drtt'acnce of proTessionar en meerinq responsibihiv solelr or the design shown. The s 'i abihty Suite 150yuturesaresponsibilitoftheBuildingDesignerpeANSI/TPI 1 S$c.2. rral notes a e and these web saes ALPINE www al memv com, TPI waw 1 msl or . SBCA www sbandusl com, ICC www rccsal8 Dig Orlando FL, 32837 Job Number: N362189B Ply1 I SEON 24672 / T52 / SY42 I Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oty. 1 FROM RDP DrwNo 044 18 1207 15467 Truss Label: FT12 SN / DF 02/13/2018 Loading Criteria (psf) TCLL 4000 TCDL: 10.00 BCLL 0.00 BCDL 5.00 Des LCF 55.00 NCBCLL' 10.00 Soffit 200 Load Duration* 1.00 Spacing: 24.0 " Wind Criteria Wind Std NA Speed, NA mph Enclosure. NA Category, NA EXP. NA Mean Height NA ft TCDL NA list BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA R Loc from endwall: NA I NA GCpr NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur Fac =1 00) TC From 100 pll at 0.00 to 100 lilf at 050 TC From 210 plf at 0 50 to 210 plf at 3.63 BC' From 10 pit at 0.38 to 10 plf at 375 Additional Notes Truss must be installed as shown with top chord up more 1'108 3'4"8 3.9- 1'108 1'6" ' 4' 8 11"12 --{ 1113X6 1113X6 1113X6 =1 5X3 A B C D T T (-k 10.9.. s ro - Ij 7Tt- IO H G F 9.4. 1111 5X3 = 3X3 3X4 i 3.9.. Snow Criteria (Pg.Pr in PSF) Pg. NA Ct NA CAT Nil Pf. NA Ce NA Lu: NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 61h.ed 201 TPI Std' 2014 Rep Factors Used Yes FT/RT:12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Uden U# VERT(LL) 0 066 C 602 360 Maximum Reactions (lbs) Loc R /U / Rw / Rh / RL A 346VERT(TL) 0 117 C 437 240 F 394- HORZ(LL) -0 046 G - - A Min Big Width Req = 1 5 HORZ(TL). 0.063 G F Min Brg Width Req = 1 5 Creep Factor 2 0 Bearings A & F are a rigid surface Max TC CSI 0 642 W 35 30 Max BC CSI. 0 414 Members not listed have forces less than 375# Max Web CSI 0 201 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. D - F 0 •579 VIEW Ver 17.02 02A 1213 21 Q ATE ti OR o 0 278y i 4+ rsyys ONAt t\_10 V 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in la ricatinq h ndlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingiSafetyInformation, byr PI an S CA) f r safety practices prior to performing these functions. Installers shall provide temporary BCSI . Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a progeny id ceilin Locations shown forpermanent lateral restraint of webs shall haw bracing inslalled p r BCSI sections $3, B7 or 1310, e App y Dfates to each face, of truss and position as shown above and on tie Joinl Details, un ess noted otherwise. Refer to 60A -Z for standard plate positions a division of rt Pi 1, or for h acce tance any structure failure to build the 1 or cover pa e n. The sui bility ALPINE u+mvtoMr+m 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number. N3621898 I Ply 1 I SEON' 24673 / T57 / SY42 Cust' R R8975 JRef 1 W8G89750159 TEENBLDR Oly5 FROM' JJP DrwNo 044 18 1207 14842 Truss Label: FT13 SN / DF 02/13/2018 3X4 1.5X3 1112X4 11 A B 5!'10 L 90E—AX 3X4 D 1.5X3 1112X4 1 1'11"4 Loading Criteria (psf) TCLL 4000 TCDL: 1000 BCLL: 000 BCDL: 500 Des Ld: 55 00 NCBCLL' 10.00 Soft 200 Load Duration: 1 00 Spacing 24 0 " Wind Criteria Wind Std NA Speed. NA mph Enclosure: NA Category' NA EXP: NA Mean Height NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc from endwall: NA I. NA GCpi NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 001 B 999 360 VERT(TL) 0 001 B 999 240 HORZ(LL) -0 000 B - HORZ(TL)' 0 001 B Creep Factor. 2 0 Max TC CSI 0 148 Max BC CSI: 0.032 Max Web CSI: 0.018 VIEW Ver: 17 02 02A 1213 21 i r • ATE NO 278 *% 0/0NAL 02/13/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W D 100 /- /- /- /- /73 C 100/- D Min Brg Width Req = 1.5 C Min Brg Width Req = - Bearing D is a rigid surface Bearing D requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabncatm9 h ndling shlnpin installing and bracing.. Refer to and follow the latest edition of BCSI (Building inent Safety Information, by. TPl t nd,ShCA) f8 safety radices pnor to performing these functions. Installers shall provide temporar ErieUnless noted o erwise,top chord shall have properly attached structural sheathing and bottQm hord shall hav a proper y a rigid cedm Locations shown for permanent lateral restraint 8f webs shall hav brauna installed p r BC I s6ctlons 133, 7 or 1370, iic r e Appy plates to each face, oftruss and position as shown above and on I e Join Details, ungess noted otherwise Refer to ys 160A•Z for standard plate positions a division of ITW Buhrll1n omponQntS Gr0u 1 InC. shall not be responsible for any deviation from this drBwing af% failure to build the conformance with A 51 11, or for Itantld i it shippmq, mstallati n and bracing of_trussesA seal on this dr8wirfg or cover page . this drawing indicates acceptance of proTessionar en ineering responsibility solely for the desi n shown. The suithbility se of this drawing for any structure s the responsibllgi. the uilding Desigrier perANSI/TPI 1 Slkc.2. ALPINENE 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number, N362189B TEENBLDR Truss Label, FT13A Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std: ASCE 7.10 TCDL. 10.00 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL 5.00 Risk Category, II 57.10 EXP C Des Ld. 55.00 Mean Height 15.00 it NCBCLL 10 00 TCDL: 4.2 psf Soffit 200 BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3 00 ft Loc from endwall* Any GCpr 0 18 5710 1 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "ll 3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame Special Loads Lumber Dur.Fac =1 00 / Plate Dur Fac.=1.00) TC From 251 pit at 0 00 to 251 plf at 181 BC From 10 pit at 0.00 to 10 plf at 1.81 T6 390 Ib Conc Load at 0 00 TC 2023 Ib Conc. Load at 1.69 Plating Notes All plates are 1 5X3(R) except as noted Wind Wind loads based on MWFRS with additional C&C member design Left cantilever is exposed to wind Additional Notes Truss must be installed as shown with top chord up. Ply 1 SEON 24674/ T19 / SY42 Cust- R R8975 JRef 1 WBG89750159 Oly 1 FROM ALS DrwNo 044 18 1207 13825 KM / DF 02/13/2018 6"6 )3" j-- 1.9•12 -- Snow Criteria (Pg.Pf 1n PSF) Pg. NA Ct NA CAT W Pf NA Ce: NA Lu' NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 61h ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 1'11 "4 -- Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.005 C 999 360 VERT(TL): 0.018 C 999 240 HORZ(LL): 0.111 C - HORZ(TL) 0 264 C Creep Factor, 2 0 Max TC CSI: 0 334 Max BC CSI 0687 Max Web CSI: 0.636 VIEW Ver: 17.02.02A.1213.21 h *' Q•; ATE ,• 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom Chord ghall have a propperl Larp r SCSI cbons B3, B7 or B10Y note othenvise. Refer to any Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 1592 / 33 /53 /- / - /218 Wind reactions based on MWFRS F Min Brg Width Req = - Beanng F is a rigid surface Bearing F requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp Webs Tens Comp. A -F 45 -712 C -D 51 -1076 D -C 17 -1054 failure to build the I or cover pa e n. The suitability ALPINE M11W Cowlu+r 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 1112X4 1 5X3 1111 5X3 1113X3 A C T 57.10 i m T 5710 1 F 1 5X3 D 1112X4 III 1 5X3 1113X3 j-- 1.9•12 -- Snow Criteria (Pg.Pf 1n PSF) Pg. NA Ct NA CAT W Pf NA Ce: NA Lu' NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 61h ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 1'11 "4 -- Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.005 C 999 360 VERT(TL): 0.018 C 999 240 HORZ(LL): 0.111 C - HORZ(TL) 0 264 C Creep Factor, 2 0 Max TC CSI: 0 334 Max BC CSI 0687 Max Web CSI: 0.636 VIEW Ver: 17.02.02A.1213.21 h *' Q•; ATE ,• 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom Chord ghall have a propperl Larp r SCSI cbons B3, B7 or B10Y note othenvise. Refer to any Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 1592 / 33 /53 /- / - /218 Wind reactions based on MWFRS F Min Brg Width Req = - Beanng F is a rigid surface Bearing F requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp Webs Tens Comp. A -F 45 -712 C -D 51 -1076 D -C 17 -1054 failure to build the I or cover pa e n. The suitability ALPINE M11W Cowlu+r 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N362189BI Ply 1 I SEON 24675 / T58 / SY42 I Cust. R R8975 JRef 1 W8G89750159 TEENBLDR Oly 1 FROM. ALS DrwNo 044 18 1207 15342 Truss Label: FT13B SN / OF 02/13/2018 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std: ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure: Closed BCDL. 5.00 Risk Category, II EXP: C Des LcF 55 00 Mean Height. 15.00 ft NCBCLL 10 00 TCDL: 4 2 psf Soffit 200 BCDL 3 0 psf Load Duration. 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3.00 It 0 Loc from endwall Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 136 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3:W4, W5 4x2 SP #2 N. Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Fasten rated sheathing to one face of this frame. Special Loads Lumber Dur.Fac =1 00 / Plate Dur.Fac.=1 00) TC From 461 pit at 0.00 to 461 pit at 1.81 BC. From 10 pIf at 0 00 to 10 pit at 1 81 TC 246 Ib Conc. Load at 0.00 TC 968 Ib Conc Load at 1 69 TC 1434 Ib Conc Load at 1 81 Plating Notes All plates are 1 5X3(R) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up P n6F3'd F4"8' i F_ 7"14 1112X4 1 5X3 1111 5X3 1114X4 A C 1 5X3 1112X4 I-- V 11 4 --i 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 008 B 999 360 VERT(TL) 0 026 B 920 240 HORZ(LL) 0191 C - HORZ(TL): 0 414 C Creep Factor: 2 0 Max TC CSI 0 432 Max BC CSI: 0.680 Max Web CSI 0 784 VIEW Ver 17 02.02A.1213.21 V " je e• O ATE 0# a0 27'''•N` SS/0NA 02/13/2018 W1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 518 /127 /70 /- /- /7.3 D 3147 /103 /26 /• /- /- Wind reactions based on MWFRS F Min Brg Width Req = 1 5 D Min Brg Width Req = - Bearing F is a rigid surface. Bearing F requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. A - F 55 -591 C - D 71 -749 D - C 16 -2075 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling shlppin installing and bracing. •Refer to and follow the latest edition of SCSI (Budding Component Safety Information, byY TPI and SBCA) f$r safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a pro erly attach d n qld cellln Locations shown for ermanent lateral restraint bf webs shall hav bracing Installed pfr BC9I sections B3, 7 or 10, as app Ica a Appy states to each face o truss and position as shown above and on tie oin Details, un ess noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Bt II 11ng omponsnt5 Grpy Inc shall not be respond le for any deviation from this drewrng anY (allure to build the ,,wca,rw, truss in conformance with A Sl f 11, or for hantlliriq shipping, Inslalla110n an bracing gf,trussesA geat on thl; dr3winq or over pagqe , . 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en ineenng responsrblllttyv solely for the desl n shown.he suit3blllty Suite t 50and ise of this drawing for any structure is the responsibilit oi the building DesigrSer per ANSIRPI 1 5ec.2. For more mlormaUon see this lob's general notes page and mese web sties. ALPINE. www atptnenw wm; TPI• www tpnst org, SBCA www sDandus tom. ICC www iccsale.w OAando L.32837 T W5 m 1 0 W4 9,4„ 1 5X3 1112X4 I-- V 11 4 --i 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 008 B 999 360 VERT(TL) 0 026 B 920 240 HORZ(LL) 0191 C - HORZ(TL): 0 414 C Creep Factor: 2 0 Max TC CSI 0 432 Max BC CSI: 0.680 Max Web CSI 0 784 VIEW Ver 17 02.02A.1213.21 V " je e• O ATE 0# a0 27'''•N` SS/0NA 02/13/2018 W1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 518 /127 /70 /- /- /7.3 D 3147 /103 /26 /• /- /- Wind reactions based on MWFRS F Min Brg Width Req = 1 5 D Min Brg Width Req = - Bearing F is a rigid surface. Bearing F requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. A - F 55 -591 C - D 71 -749 D - C 16 -2075 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling shlppin installing and bracing. •Refer to and follow the latest edition of SCSI (Budding Component Safety Information, byY TPI and SBCA) f$r safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a pro erly attach d n qld cellln Locations shown for ermanent lateral restraint bf webs shall hav bracing Installed pfr BC9I sections B3, 7 or 10, as app Ica a Appy states to each face o truss and position as shown above and on tie oin Details, un ess noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Bt II 11ng omponsnt5 Grpy Inc shall not be respond le for any deviation from this drewrng anY (allure to build the ,,wca,rw, truss in conformance with A Sl f 11, or for hantlliriq shipping, Inslalla110n an bracing gf,trussesA geat on thl; dr3winq or over pagqe , . 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en ineenng responsrblllttyv solely for the desl n shown.he suit3blllty Suite t 50and ise of this drawing for any structure is the responsibilit oi the building DesigrSer per ANSIRPI 1 5ec.2. For more mlormaUon see this lob's general notes page and mese web sties. ALPINE. www atptnenw wm; TPI• www tpnst org, SBCA www sDandus tom. ICC www iccsale.w OAando L.32837 Job Number: N3621898I Ply 1 SEON: 24676 / T36 / SY42 1KM Cusl.RR8975JRef 1W8G89750159 TEENBLDR Oly 1FROM JJP DnvNo, 044.18120713419 Truss Label: FT14 / DF 02/13/2018 3' 57A 6'11"4 3' 27"4 1 119" 4"8 i i 2'6" 1'3"12 --{ 3X6 =3X3 1111.5X3 =4X6 A B C D iiiSWIS, III m u i III m HORZ(LL): 0.010 B - 3X3 1111 5X3 3X4 HORZ(TL): 0.014 B 3X4 Loading Criteria (psr) TCLL 4000 TCDL. 10.00 BCLL: 000 BCDL' 500 Des Ld 55 00 NCBCLL. 10 00 Soffit. 2.00 Load Duration: 1.00 Spacing. 24 0 •' Wind Criteria Wind Std: NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height. NA it TCDL: NA psf BCDL: NA psi MWFRS Parallel Dist NA C&C Dist a NA it Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1 00 / Plate Dur Fac =1.00) TC' From 4 pit at 0.00 to 4 pit at 694 BC From 10 pit at 0.00 to 10 plf at 694 TC 180 Ib Conc. Load at 0 08 TC 204 Ib Conc Load at 2.08, 4 08, 6 42 TC. 419 Ib Conc Load at 5 92 TC 346 Ib Conc Load at 6.81 Additional Notes Truss must be installed as shown with top chord up 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 12(0)/10(0) Plate Type(s) WAVE 3X4 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 030 G 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 1 509- VERT(TL): 0 057 G 999 240 E 1146 / • / - / • / - HORZ(LL): 0.010 B - I Min Brg Width Req = 1 5 HORZ(TL): 0.014 B E Min Big Width Req = 1 5 Creep Factor 2 0 Bearings I & E are a rigid surface Max TC CSI, 0.542 Bearing I requires a seat plate Max BC CSI 0 213 W 7.3 40 Max Web CSI' 0.315 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. VIEW Ver 17 02 02A 1213.21 1 B - C 0 -450 C - D 0 -430 IT r/o 278''''N` SS'/pNA Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp H•G 451 0 G - F 450 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A-1 0 -512 F - D 661 0 A -H 3810 D - E 0 -921 C -F 0 -423 02/13/2018 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, shopping, installing and bracing.. Refer to and follow the latest edition of SCSI (BuddinglSfeyInformation, byY TPI an SBCA) fbi safety practices prior to performing these functions Installers shall provide tempo rarryy r BSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom 4&hord shall have a properly qid ceilin Locations shown for ermanent lateral restraint of webs shall h braacing installed p r BC51 s ctions 83, 137 or 810, fie Apply plates to each face orPtruss and position as shown above and on tI a Joint Details, un less noted otherwise Refer to 60A -Z for standard plate positions a division of rTPi 1, or for r acceptance any structure failure to build the or cover pa Abilityn. The Sul bility ALPINE M1 COM/A1fI 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N362189B Ply 1 SEQN. 47967 / T35 / COMN Cush R R8975 JRO. 1 W8G89750159 TEENBLDR Qly 2 FROM ALSI DrwNo 044 18 1207 16528 Truss Label: Al SN / WHK 02/13/2018 15' 8'5"7 H0510D 23'5"7 8'57 3o' 6'6"9 39 r to 10' 10, 1 to' 217 30r Loading Criteria tpsf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct' NA CAT W TCDL: 17.00 Speed 150 mph Pf NA Ce NA BCLL 000 Enclosure Closed Lu: NA Cs: NA BCDL 1000 Risk Category. II Snow Duration' NA EXP C Des LdF 47 00 Mean Height. 24 19 tt NCBCLL: 10.00 TCDL. 4.2 psf Code I Misc Criteria Soft 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Load Duration. 1 25 MWFRS Parallel Dist. h/2 to h TPI Std 2014 Spacing: 24.0 " CBC Dist a: 3 00 it Rep Factors Used Yes Loc. from endwall not in 9.00 it FT/RT 20(0)/10(0) GCpi 0.18 Plate Type(s) Wind Duration 1 60 WAVE, HS Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2, T3 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 W2, W3 20 SP #2 N Lt Wedge 2x4 SP #3.:Rt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance Wind Wind loads based on MWFRS with additional CBC member design. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) 0.136 H 999 360 VERT(TL) 0.472 H 999 240 HORZ(LL)' 0 060 H - HORZ(TL)' 0.134 H Creep Factor 2 0 Max TC CSI 0 902 Max BC CSI- 0.903 Max Web CSI 0 439 VIEW Ver: 17.02.01A.1115.21 TIE• r•'•.' Z 0RVpP, SS ONALNit.._ 02/13/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1646 /429 /1025/. / 287 /4.0 F 1647 /429 /1025/- / - 140 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 F Min Brg Width Req = 1.9 Bearings B 8 F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 993 - 2781 D - E 931 -2398 C - D 930 -2397 E - F 994 -2782 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - 1 2380 -752 H - F 2381 •773 I - H 1597 •393 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 333 -508 D - H 782 -269 I • D 780 - 269 H • E 333 -508 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping installing.and bracing . Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb sa ety practices prior to performing these functions. Installers shall provide temporary bracinggg uer BCSI.. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall hav a properly attach Ed r gid ceilin Locations shown forpermanentlateral restraint bf webs shall hav braana installed per BCI s6ctlons 3, 7 or 610, as applicable. Appy elates to each face o truss and position as shown above and on tI a JoincDetails, unless noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division o1 ITW Bt itd ncq1 omponents Group Inc.. shall not be responsible for any deviation from this dr wino arty failure to build thetrussincontrmancewithX1T9i' 11, or or handlirsq shipping, installation and bracing of.trussesA eal on th s drawing or cover page , . 2400 Lake Orange Or. listin this rawinq indica es acceptance of proTessionar an ineenng res onsibilrtNy solel yv or the des/ n shown. The suiCabilr Suite 150anduseothisdrawingforanystructureistheresponsibilitoftheBuildingDesigrSerpeNNSI/TPI 1 S c.2. For more mlormation see this joWs general notes page and these web soles, ALPINE: www al meow com, TPI www t cost org, SBCA www sbondustry.com, ICC www rccssfe orp Oriando FL, 32837 Job Number: N362189B I Ply 1 I SEON• 47970 / T39 / COMM Cust• RR8975 JRef 1W8G89750159 TEENBLDR Oty 2 FROM ALS DrwNo' 044 18 1207 15748 Truss Label: A2 SN / WHK 02/13/2018 6'7" 13' 17' 4x6 =5x5 D E 23'5" _ 1 30' 6'5" 16'7" 01 1' 10' i 10' 10' 1' 10' 20' 30' Loading Criteria (psi) TCLL 2000 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47 00 NCBCLL 1000 Soffit. 000 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 23 69 It TCDL 4 2 psi BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a. 3.00 it Loc from endwall• not in 9 00 it GCpi: 0 18 Wind Duration 1 60 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 20 SP #3:W3 2x4 SP #2 N. Lt Wedge 2x4 SP #3 Rt Wedge 20 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 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt in PSF) Pg NA Ct NA CAT: NF Pf NA Ce: NA Lu: NA Cs NA Snow Duration NA Code / Mist Criteria Bldg Code: FBC 61h 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 Udell U# VERT(LL) 0133 J 999 360 VERT(TL) 0 466 J 999 240 HORZ(LL) 0 057 1 - HORZ(TL) 0128 1 Creep Factor 2 0 Max TC CSI 0 885 Max BC CSI: 0 853 Max Web CSI 0 261 VIEW Ver, 17 02 01A 1115 21 z I. ATE • Qo 0 278 ip,1VA 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1638 /433 /1030/- / 254 /40 G 1625 /433 /1030/- / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 G Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1035 -2744 E - F 968 -2346 C - D 968 -2376 F - G 1035 -2715 D - E 872 -1727 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - J 2343 -792 I - G 2317 -819 J-1 1740 -495 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - J 301 -458 E - 1 654 -252 J - D 685 - 222 I - F 301 -459 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatZricatin, handling shippin installing and bracing Refer to and follow the latest edition of SCSI (Building Component S Eery Information, by 7 PI an SBCA) fbi sa11ery racbces pnor to performing these funcbons Installers shall provide temporary bracin per 13 SI.. Unless noted o erwise,top chord shall have properly atlached structural sheathing and bottom hord shall have a grope y attach d nggid ceilrn .Locations shown for ermanent rat@cal restraint bf webs shall hav bracinga installed p r BCI sections 133, 137 or 1310, as applicable. Apply prates to ach face o truss and position as shown above and on the aoint Details, unPfess noted otherwise Defer todrawings160A -Z for sendard pefate positions Alpin", a division o1 ITW Build1'n omponents Group Inr shall not be responsible for any deviation from this drawing any failure to build thetrussrnCgnformancewithAN11l 11, or or handling s ippin9, installati nand bracing of,lrussesA ear on this dr0wi l9 or cover page , , listing this drawing indicates acceptance of proTessronar en Ineerinq responsibility solelyor the design shown. The suiCabilityanduseofthisdrawingforanystructureisaresponsibilitoftheBuildingDesigerpeANSIITPI1gc.2. ALNE m rr.COMIa1M 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B I Ply 1 SEON 47972 / T40 / COMM Cusl. RR8975 JRet: 1W8G89750159 TEENBLDR Oly 2 FROM.ALS DrwNo 044 18.1207 16184 Truss Label- A3 SN / WHK 02/13/2018 6'2"8 11' L 79' + 239 8 30 6'2"8 4'9"8 8' 4'9'8 678 a 5X5 T2 %5E5 30' 1' 10' 10' 10' . 10' 20' 30' Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 000 Enclosure. Closed BCDL' 1000 Risk Category. II G 1621 / 437 /1029/. / - / 4 0 EXP: C Des Ld' 47 00 Mean Height. 23.19 tt NCBCLL. 10 00 TCDL: 4.2 psf Soffit 000 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 Bearings B & G are a rigid surface Loc. from endwall: not to 9.00 ft Max BC CSI: 0 842 GCpi: 0.18 Rep Factors Used Yes Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3' Rt Wedge 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 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Cl NA CAT NA PP Deflection in loc UdeO U# Loc R /U / Rw / Rh / RL /W Pf NA Ce NA VERT(LL): 0 120 1 999 360 B 1599 /437 /1029/- / 220 / 4 0 Lu NA Cs NA VERT(TL): 0 432 1 999 240 G 1621 / 437 /1029/. / - / 4 0 Snow Duration NA HORZ(LL): 0 053 1 - Wind reactions based on MWFRS HORZ(TL): 0 122 1 B Mtn Big Width Req = 1.9 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.900 Bearings B & G are a rigid surface TPI Std: 2014 Max BC CSI: 0 842 Rep Factors Used Yes Max Web CSI: 0.195 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver: 17 02 OtA 1115.21 B - C 1053 -2630 E - F 982 -2346 C - D 978 -2284 F - G 1052 -2684 D -E 930-1914 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2239 -807 1 - G 2286 -834 J-1 1949 -633 E : 54T: a0 278 02/13/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp J -D 510 -148 E-1 512 -143 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care to fa ricattn , handling, shi ping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) ror satery practices prior to performing these functions Installers shall provide temporary BCSt.. Unless noted otherwise,top chord shall have proDerlYy attached structural sheathing and bottorr2 hord shall hav a pro2erly e Id ceiltn .Locations shown for rmanent latgral restraint of webs shall hav breacinaa installed p r 1361 sections B3, 7 or 810, e. Apply Dlates to each face, oftruss and position as shown above and on t ie Jom Details, unless noteu otherwise. Refer to 60A -Z for standard plate positions. qCCompon nts Grpup In shall not be responsible for any deviation from this drpwing ally failure to buildthe TPI 1, or or handplirS shipping, mstallabonQnd bracing of,trussesY seal on thl dr8wi V, or ov suit3biliacceptanceof thio essiona en ineerin responsib!h solely for the des n sho n. ty any s ructure is a responsibilittl of the uilding Desig er pe ANSIRPI 1 c.2. ral notes page and these web soles ALPINE www arpmeitw tom, TPI www tpinsi org: SBCA: www sbcmduslrycom, ICC www iccsal A IPLNE wJmVCOMMIJY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply' 1 SEON• 47974 / T33 / COMN Cust. R R8975 JRef. 1 W8G89750159 TEENBLDR Oly 1 FROM ALS DrwNo 044 18 1207 16606 Truss Label: A4 SN / WHK 02/13/2018 5'11"10 5'11"10 9' 15 3'0"6 6' 21'+ 24'0"6 + 30' 6' 3'0"6 5'11"10 o 4X6 = 4X4 M 4X6 D E F KZr3 1' 19 10' 10' i 1' 10' + 20' 39 Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std. ASCE 7.10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure: Closed BCDL. 10.00 Risk Category II EXP. C Des Ld 47 00 Mean Height: 22 69 it NCBCLL. 10.00 TCDL. 4.2 psi 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 it Plate Type(s) Loc. from endwall: not In 9.00 fl WAVE GCpi. 018 Wind Duration 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #1 Webs 2x4 SP 03 Lt Wedge 2x4 SP #3..Rt Wedge 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. mole Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cf. NA CAT NA PP Deflection in loc Uden U# Pf NA Ce NA VERT(LL) 0124 E 999 360 Lu NA Cs NA VERT(TL) 0 474 E 999 240 Snow Duration NA HORZ(LL) 0 048 J - HORZ(TL) 0 117 J Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 783 TPI Std 2014 Max BC CSI 0 806 Rep Factors Used: Yes Max Web CSI' 0 341 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.01A.1115.21 ps ON•'J v v. viv s.o`• ATE • 0 278 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rol /Rh /RL /W B 1548 /440 /1022/. / 187 140 H 1548 /440 /1022/- /- 140 Wind reactions based on MWFRS B Min Brg Width Req = 1 8 H Min Big Width Req = 1 8 Bearings B & H are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 1079 -2522 E - F 989 -2053 C - D 998 -2198 F - G 997 -2198 D - E 9% -2053 G - H 1078 -2522 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 2146 -831 J - H 2146 - 859 K -J 2322 -872 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp D - K 629 -253 J - F 629 -253 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fa ncatin h ndbn shiDpin installing and bracing.. Refer to and follow the latest edition of BCSI (Building f S fety Information, byY PI an S CA) f r safety ractices prior to performing these functions Installers shall provide temporary r BSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a properly 4 ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed p r SCSI sections B3, B7 or 910, ste Apply plates to each face. ofttruss and position as shown above and on the Join`Details, unless noteq otherwise. Refer to 60A•Z for standard plate positions a division of n NI 1, or tor r acceptance any structure shall not be responsible for this drawing an failure to build the on this drBwiX9 or cover pagge , he design shown. The suiTability TPI www oinst org, $BCA www sbondustry tom; ICC' www ALPINENE mffwcowrm 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B I Ply t1SEON 47977 / T34 / COMN Cust: RR8975 JRefl, 1W8G89750159 TEENBLDR Oly 1 FROM ALS DrwNo' 044 18.120715997 Truss Label: A4A SN / WHK 02/13/2018 51"12 11' _ 13' 21' _ 25'5" 1 30' J 5'8"12 5'3"4 2' 8' 4'5" 4'7" 4X4D 5'7+ 5'5" 2'3"8 11' 131"1 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL. 10.00 Risk Category' II VERT(TL)' 0 526 E 999 240 EXP C Des Ld 47.00 Mean Height 23 19 It 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 Max TC CSI 0 973 Loc from endwall not In 9.00 it TPI Sid: 2014 Rep Factors Yes GCpi: 0.18 Members not listed have forces less than 375# Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N 33 2x4 SP #1 Bot chord 2x4 SP #1 B2 2x4 SP #2 N: Webs 2x4 SP #3 W6 2x4 SP #2 N. Lt Wedge 2x4 SP #3 Rt Wedge 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 more 30' 7'8"8 21' o N j_ I 20'1"14 I- Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W Pf: NA Ce NA VERT(LL). 0 137 E 999 360 B 1548 / 343 / 1022/. /220 / 4 0 Lu: NA Cs' NA VERT(TL)' 0 526 E 999 240 H 1548 / 344 /1019/. / • /4.0 Snow Duration NA HORZ(LL) 0 052 J - Wind reactions based on MWFRS HORZ(TL)' 0 126 J B Min Big Width Req = 1 8 Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1 8 Bldg Code: FBC 61h ed 201 Max TC CSI 0 973 Bearings B & H are a rigid surface TPI Sid: 2014 Rep Factors Yes Max BC CSI 0.978 Max Web Members not listed have forces less than 375# Used CSI 0 698 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Plate Type(s) Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver: 17 02 OtA 1115 21 B - C 1092 - 2554 E - F 1142 -2313 C - D 995 - 2095 F - G 1038 -2285 D • E 1050 -2061 G - H 1117 -2559 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - M 2183 -831 K - J 2001 -755 M - L 2182 -832 J - H 2187 -906 L - K 2318 -878 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - L 246 -453 L - E 700 -1361 D - L 1565 -770 F - J 384 -65 Ow• JY` e= ,p VATE OF , 5 ONA1 OR C C E0278r rNryWryurwtU100, 1l 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safetyextreme care in fabricating, handling, shlppm installing and bracrn/q Refer to and follow the latest edition of BCSI (BuddingtSafetyInformation, byY TPI an SBCA) t3f saflety ractices prior to peri, ming these functions Installers shall provide temporary SCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a propefly I ld ceilln . Locations shown for ermanent lateral restrelnt Of webs shall hav br8icirnct mslalled p r BC I sections 83, B7 or B10, e. Apply Mes to each face opitruss and position as shown above and on I e JoinfDetails. unless not otherwise. Refer to 60A•Z for standard plate positions. a division of rl PI 1, or for r acceptance any sructure failure to build the I or cover pa e . n. The sui bility www sDonausey Com; Put. www ALPINENE N+mvCOwNtt 2400 Lake Orange Dr Suite 150 Oriando FL, 32837 Job Number. N362189B Ply 1SEON 48067 / T14 / COMN Cust RR8975 JRel 1W8G89750159 TEENBLDR Oly 1 FROM ALS DrwNo 044 18.1207A6295 Truss Label. A5GSN 12 / WHK 02/13/2018 L 5'8"12 11' 15' 217"6 _ 23' 30' 5'8"12 5'3"4 + 4' + 6.7..6 ' 1.4..10 7' -i 11106D 0Z 1116X811104 30• -1 515" + 5' 5'10"14 +11" 7'1"12 1 16' 21'10"14 22' 0"4 30' Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL: 000 Enclosure Closed BCDL 1000 Risk Category II BC: From 20 pit at 22 97 to EXP C Des Lci 47 00 Mean Height 23 19 fl NCBCLL: 10 00 TCDL 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 If BC 550 Ib Cone Load at 22 97 Loc from endwall not in 9 00 If GCpi 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE :T1 2x4 SP #1 T2 2x4 SP #2 N: Bot chord 2x4 SP 24001-2 OE B2 2x6 SP SS Webs 2x4 SP #3 W3 2x4 SP #2 N - Lt Wedge 2x4 SP #3 Rt Wedge 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. Special Loads Lumber Dur Fac.=1.25 / Plate Dur Fac =1 25) TC From 78 pit at -1 00 to 78 pit at 3100 BC From 20 pit at 0 00 to 20 pit at 2206 BC From 10 pit at 22 06 to 10 plf at 2297 BC: From 20 pit at 22 97 to 20 pit at 3000 TC 250 Ib Cone Load at 22 94 2 29.667' 1 12" 5 Rigid Surface N - M 3618 -1610 TC 327 lb Cone Load at 23.00 6616 -2997 Brg block to be same size and species as chord. BC: 2146 Ib Cone. Load at 22.06 J - H 6593 -2989 BC 550 Ib Cone Load at 22 97 Snow Criteria (Pg,Pf in PSF) Pg. NA Cf. NA CAT: W Pt NA Ce: NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code. FBC 61h ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s) WAVE, HS, 18SS Deft/CSI Criteria PP Deflection in loc Uden U# VERT(LL) 0.254 E 999 360 VERT(TL) 0.956 E 590 240 HORZ(LL). 0.073 J - HORZ(TL) 0174 J Creep Factor: 2 0 Max TC CSP 0 987 Max BC CSI 0901 Max Web CSI. 0.906 VIEW Ver: 17 02.01A 1115 21 Wind Wind loads and reactions based on MWFRS j)20'1-14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2365 /1068 /- /- /- /4.0 H 3995 /1825 / - / - / - / 4 0 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 H Min Brg Width Req = Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 1876 -4178 E - F 2873 -6417 C - D 1737 -3841 F - G 3273 -7218 D - E 1720 -3818 G - H 3436 -7520 Bearing Block(s) Maximum Bot Chord Forces Per Ply (Ibs) provide temporary Chords Tens Comp Chords Tens Comp Brg blocks 0 128"x3" nails failure to build the µ11w Co~ brg x-loc #blocks length/blk #nails/blk wall plate B - N 3617 -1607 L - K 7207 -3273 2 29.667' 1 12" 5 Rigid Surface N - M 3618 -1610 K - J 6616 -2997 Brg block to be same size and species as chord. M - L 6247 -2816 J - H 6593 -2989 Refer to drawing CNNAILSP1014 for more information Additional Notes WIND LOAD CASE MODIFIED! IMPORTANT" FURNISH THIS DRAWING TO ALL any WATTE i •••esa..••• 0 278 NAt 11 02/13/2018 to THE INSTALLERS Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - M 2958 -1247 F - K 109 -440 M - E 1801 -3948 K - G 2092 -989 E - L 651 -221 J -G 573 -191 L - F 478 -946 n of SCSI (Building provide temporary tall have a properly ms 133, 137 r g% ervvise Refer to' ALPINE failure to build the µ11w Co~ j or cover pa ein. The sui q blity 2400 Lake Orange Dr Suite 150 ry wm. CCC www occsale ora Orlando FL, 32837 Job Number: N362189B Ply. 1 SEON 48032 / T4 / COMN Cusl RR8975JRef, 1W81389750159 TEENBLDR Oly 1 FROM ALS DrwNo 044 181207.16404 Truss Label: A6G _— - - SN / WHK 02/13/2018 7' 121"1 17'8"15 23' 30' 7 + 5.3..1 +------5.5..13 - — 5.3.,1 - 7' 1%6X6 =4X6 4X4 ia8X8 C D T2 E F 17 12 6 c (a) 5X5(C3) T3 4X8(83) G1yeA e - I 06 = 8X8 = 8X8 = 4X4(C3) 30' F 1. 7 3 8 + 7'8"8 7'8"8 + 7 3"8 1 7'3"8 15' 22'8"8 30' Loading Criteria (psf) TCLL. 20.00 TCDL 1700 BCLL 000 BCDL' 1000 Des Ld' 47 00 NCBCLL: 1000 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 22.19 it TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 it Loc from endwall. not in 9 00 it GCpi 0 18 Wind Duration: 1.60 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP #2 N T3 2x4 SP 2400f•2.OE: Bot chord 2x6 SP SS Webs 20 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 and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIED! 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 Udefl U# VERT(LL) 0 190 J 999 360 VERT(TL) 0 717 J 786 240 HORZ(LL) 0 052 1 - HORZ(TL)' 0125 1 Creep Factor 2 0 Max TC CSI 0 672 Max BC CSI 0 679 Max Web CSI 0 855 VIEW Ver 17 02 01A 1115 21 Special Loads Lumber Dur.Fac =1 25 / Plate Dur Fac =1 25) TC From 78 pit at -1 00 to 78 pit at 1506 TC From 39 pit at 15.06 to 39 pit at 2300 TC. From 78 pit at 23 00 to 78 pit at 3100 BC From 20 pit at 0 00 to 20 pit at 15.06 BC From 10 pit at 15 06 to 10 pit at 2297 BC From 20 pit at 22.97 to 20 pit at 3000 TC 250 Ib Conc Load at 16.94,18 94,20 94,22.94 TC. 327 Ib Conc Load at 23 00 BC 301 Ib Conc Load at 15.06 BC. 136 Ib Conc Load at 16 94,18 94,20 94 BC 550 Ib Conc Load at 22 97 0 ON•'J ATE O D'••FZ OR\O Ik4 (,••e.e.eee•• DNA` 278 'r7jiNWrjW/4Y/W11111 02/13/2018 air Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 2242 /997 /- /- /- /40 G 3048 /1331 /- /• /- /40 Wind reactions based on MWFRS B Min Big Width Req = 2.6 G Min Brg Width Req = 3 6 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens Comp. Chords Tens Comp B - C 1767 -39T7 E - F 2204 -5106 C - D 1550 -3558 F - G 2492 -5697 D - E 2584 -5919 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp Chords Tens. Comp B - K 3454 -1513 J - 1 6042 -2710 K - J 5274 -2343 I - G 4988 -2160 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. C - K 1276 -452 E - 1 714 -1157 K - D 978 -2117 1 - F 1428 - SW D - J 1059 -395 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care In fabricating, handlingg shit in , installing and bracing Refer to and follow the latest edition of BCS[ (Building Safety Information, byTPI an SBCA) & sa ety radices prior to performing these functions Installers shall provide lerhporary BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall hav a properly Id ceiling9 Locations shown for Dermanent lateral restraint bf webs shall hav br egnqa installed p r BCSI sections B3, 7 or 1310 e._ Appfy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to of ITW Buildingg Components Grpup Inc shall not be responsible for any deviation from this drawlnp anv (allure to build the ince with ANSI 1, or for handling, shipping, installatidn and bracing of trussesA seal on this drawing or cover page , ing indicates acceptance of pro essiona en ineerin responsibility solely for the design shown. The sui bility drawing for any structure is the responsibiliq of the Building Desigder perANSI/TPI 1 Sbc.2. see this job's general notes page and these web sites ALPINE www alpmeitw com, TPI www Ipmst org, SBCA www sbundusiry com, ICC www ¢csafe ALPINE M"Co 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N362189B Ply* 1 $EON 47985 / T41 / COMN Cusl: R R8975 JRef' 1 W8G89750159 TEENBLDR Qty 4 FROM ALS DrwNo 044 18.1207.16575 Truss Label* Bl I SN / WHK 02/13/2018 17 57" 11' 165" 22' 57' 5'S" 5'5" 4x4D Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL 1000 Soffit' 0.00 Load Duration 1 25 Spacing 24 0 " 22' • 9' 6'a, IF 14 22' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 23.19 n 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 It 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 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl, NA CAT' W Pf NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 61h.ed TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Den/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 062 H 999 360 VERT(TL): 0 240 H 999 240 HORZ(LL): 0 027 G - HORZ(TL). 0 066 G Creep Factor 2 0 Max TC CSI. 0.550 Max BC CSI 0.740 Max Web CSI: 0.178 VIEW Ver 17.02 01A 1115 21 i ATE J 0 278 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1158 /325 /777 /- /206 /40 F 1076 / 295 / 693 / - / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = - Bearing B 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 B - C 700 -1768 D - E 698 -1501 C - D 670 -1495 E - F 731 -1776 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - H 1489 -555 G - F 1499 -559 H - G 1041 -304 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp H - D 463 -202 G - E 249 -376 D - G 468 -211 IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I extreme care in fabricatin , handlin shiDpin installing_and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) f$P safety ractices prior to performing these functions Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a prop%., gid ceiling Locations shown forDermanent lateral restraint bf webs shall hav bracing installed p r BCSI secoons 133, 137 or B1I7, fle._ ., pyy_plates to each face of truss and position as shown above and on the aoin Details, unless noted otherwise Refer to shall any from this dr0wing an failure to build the eat on this dr wiXy, or cover page f for the desiqI I ` sho11Tn. The suitability ALPINENE NMnwC6wNr+ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number' N3621898 Ply 1 SEON 47988 / T3 / COMN Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oty 3 FROM ALS DnwNo 044 18 1207 16701 Truss Label' B2 SN / WHK 02/13/2018 We 16'5- 1 22' J S.S. 5'7- a 4x4D I- 1' 8' Loading Criteria (ps0 Wind Criteria TCLL: 2000 Wind Sid. ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL 000 Enclosure: Closed BCDL 1000 Risk Category II HORZ(TL): 0.069 HEXPC Des Li 47 00 Mean Height. 23 19 It NCBCLL. 10.00 TCDL: 4.2 psi Soffit 000 BCDL. 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing. 24.0 " C&C Dist a: 3.00 it Loc. from endwall. not in 9.00 It VIEW Ver: 17.02 01A.1115.21 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 22' 6' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cl, NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0 063 1 999 360 Lu NA Cs NA VERT(TL): 0 242 1 999 240 Snow Duration. NA HORZ(LL): 0 029 H - HORZ(TL): 0.069 H Code / Misc Criteria Creep Factor 2 0 Bldg Code* FBC 6th ed 201 Max TC CSI 0 549 TPI Std: 2014 Max BC CSI: 0744 Rep Factors Used Yes Max Web CSI 0.176 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02 01A.1115.21 a ATE 5( 1r:0,OR'O a` e.....•• ao 278 '''S4 0 1. ,,ev ' 02/13/2018 8' 22' '( t i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1156 /324 /776 / - /220 14.0 F 1156 /324 /776 /• /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 F Min Brg Width Req = 1 6 Bearings B 8 F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 696 -1764 D - E 670 -1490 C - D 669 • 1491 E - F 698 -1763 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B-1 1485 -497 H - F 1485 -524 I - H 1037 -272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp I - D 463 -205 D - H 460 - 204 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fallicahng, handling, shiipping installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by Plan SBCA) fb sa ety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly i Id ceiling Locations shown for uermanent lateral restraint bf webs shall have braactnoo inslelled p r BCSI sections 133, 137 or 910, e. Appiy plates to each face ofPtruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions a division of i vi 1, orlorn acceptance any structure shall not his drawingQ any failure to build the on this dr'dwillg or cover page Le design shovlTn. The suitability www alpineitw com, TPI www tpinsl org, SBCA www sbcindustry corn, ICC www ALPINE owivx 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number N362189B Ply1 SEON 47991 / T2 / HIPS Cusl RR8975JRef 1W8GB9750159 TEENBLDR Oly. 1 FROM ALS DrwNo. 044 18 1207 16684 Truss Label- B3 SN / WHK 02/13/2018 13' 22 4' 9. s SCXB T2 $ 5XD5 1 9'1"12 9'1"12 Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std' ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL. 10.00 Risk Category II HORZ(TL): 0 042 GEXP. C Des Ld: 47.00 Mean Height 22 69 fl 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 9 00 it VIEW Ver 17.02.01A.111521 GCpr 018 Wind Duration: 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 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 22' 12'8"8 9'3•'8 22' Snow Criteria (P(j,P1 in PSF) Defl/CSI Criteria Pg. NA Ct NA CAT NA PP Deflection in loc Uden U# Pf NA Ce NA VERT(LL): 0 019 H 999 360 Lu. NA Cs' NA VERT(TL) 0 071 H 999 240 Snow Duration, NA HORZ(LL) 0 017 G - HORZ(TL): 0 042 G Code I Misc Criteria Creep Factor 2.0 Bldg Code: FBC 61h ed 201 Max TC CSI 0 713 TPI Std 2014 Max BC CSI 0.854 Rep Factors Used Yes Max Web CSI 0 120 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17.02.01A.111521 a* * ATE • o 2 8 'NO E , 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1156 /327 /780 / - /187 /4.0 E 1156 /327 /780 / • / • /4.0 Wind reactions based on MWFRS B Min Big Width Req = 1.6 E Min Big Width Req = 1.6 Bearings B & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp Chords Tens. Comp B - C 656 -1579 D - E 654 - 1576 C - D 692 -1277 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1271 -418 G - E 1269 -445 H - G 1276 -418 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 (Building1SafetyInformation, by TPI an SBCA) fb safety practices prior to performing these functions Installers shall provide tempora r BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlrly gid ceiling Locations shown forpermanent lateral restraint bf webs shall haw bracing inslalled per BC I sections B3, B7 or 810, ste. A000v olates to each face of truss and position as shown above and on tI a aoint9Details. unless noted otherwise Refer to a division of shall not from this drawing an failure to build the 1 eal on this drBwiXgg or cover pagge forth Pdesigc shown. The suiCability ALPINE OMINIM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe N362 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria 1 / T73 /HIPS 8975Jefust RWHK Pg. NA Cf. NA CAT. NA PP Deflection in loc Udell U# O Y 1 FROM ALS TCDL: 17.00 Speed 150 mph 8.1207 1113SNNo/ TEENB abelr B4131898 uss 140 Lu: NA Cs NA VERT(TL) 0 462 D 900 240 209850159 14.0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 049 H - Wind reactions based on MWFRS 7' + 10' '} 16 1 22 i 7' 3' 5' Mean Height 22 19 H NCBCLL. 0.00 g TCDL 4 2 psi 7' F Min Big Width Req = 1.8 1116X8 C 1114X4 T2 X6XE8 6X6(B3) 1112X4 =6X6 1114X4 =6X6(83) 22' 1, + 7.1••12 + 2.10"4 + 4'10"4 + 7.1-12 + +' 7'1"12 10' 1-4 0"4 22' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASCE 7.10 Pg. NA Cf. NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W TCDL: 17.00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 120 D 999 360 B 2205 /928 / - / - / - 140 BCLL 0.00 Enclosure Closed Lu: NA Cs NA VERT(TL) 0 462 D 900 240 F 2205 1928 / - / - / - 14.0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 049 H - Wind reactions based on MWFRS EXP. C Des Ld 47.00 HORZ(TL) 0 119 H B Min Brg Width Req = 1 8 Mean Height 22 19 H NCBCLL. 0.00 g TCDL 4 2 psi Code I Misc Criteria Creep Factor 2 0 F Min Big Width Req = 1.8 Soffit 0 00 BCDL: 5.0 psi Bldg Code FBC 6th ed 201 Max TC CSI: 0 966 Bearings B 8 F are a rigid surfacegg Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 773 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a, 3.00 H Rep Factors Used No Max Web CSI 0 312 Maximum Top Chord Forces Per Ply (lbs) Loc from endwall• NA FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens Comp, GCpr 0 18 Plate Type(s). Wind Duration 1 60 WAVE VIEW Ver: 17.02 01A 1115 21 B - C 1613 -3849 D - E 1592 -3863 Lumber C - D 1592 -3863 E - F 1618 -3873 Value Set. 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 'T2 2x6 SP #2 N' Chords Tens.Comp. Chords Tens. Comp. T3 2x4 SP 2400(-2 OE Bot chord 2x4 SP 24001-2 OE B - J 3320 -1368 I - H 3369 -1378 Webs 2x4 SP #3 J - 1 3344 -1372 H - F 3342 -1373 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens Comp. Webs Tens. Comp Loading C - J 618 -120 I - E 610 -264 1 hip supports 7-0-0 )acks with no webs. C-1 818 -346 H - E 696 -107 D-1 470 -774 Wind Wind loads and reactions based on MWFRS t11M a IMPORTANT— FURNISH THIS DRAWING TO ALL any fira • o 0 278 •, W+u wtr+utua+vim 02/13/2018 INCLUDING THE INSTALLERS to and follow the latest edition of from this drpwin any failure to build the 1 Seal on this dr wiXg or cover page , or the desii c shoNn. The suiTab111ty 141111611.11 ALPINE rrnvCOMMN/ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply 3 TEENBLDR Oly 1 Truss Label: FG2 s—< 3 Complete Trusses Required 3'0"15 , 5'5"14 7'11"5 10'3"8 , 12'10"5 , 3'0"15 2.4"15 2.5.7 Z4-3 T 2.6..13 1 4X12 =4X10 =8X8 1112X4 A B C D E F SEON 24532 / T48 /FLAT I Cust: RR8975 JRef 1W8G89750159 FROM ALS DrwNo 044 18 1207 14154 SN / DF 02/13/2018 157'6 118'4"7 1 217'8 79"1 12'9" ll 1TWI G H =3X121 MIRmobsonC - 21'7" 8 2 2'8"3 2'1 110"13 2'9"9 2'0" 2'9"9 2'6"7 50'6 77'5 10'3"8 13'2"5 15'11"14 18'9"15 21'7"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std ASCE 7-10 Pg NA CI: NA CAT. NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL 1000 Speed 150 mph Pf NA Ce NA VERT(LL) 0 333 E 778 360 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL): R 5711 / 553 / 339 /58 Risk Cate II R): 0.986 E 393 240 S 3659 /500 /339 / • / • /58 BCDL Category5.00 Snow Duration NA HORZ(LL): 0 050 A - - Wind reactions based on MWFRS Des Ld 55.00 EXP C g HORZ(TL): 0.099 A R Min Big Width Req = 2.2 NCBCLL: 0 00 Mean Height 15 00 It Code I Misc Criteria Creep Factor: 2 0 S Min Brg Width Req = 1.5 TCDD 4 2 psi Bearings R& S are a rigid surface. Soffit 2 00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 558 g Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0.896 Bearings R 8 S require a seat plate. Spacing: 24.0 " C&C Dist a 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.900 Members not listed have forces less than 375# Loc. from endwall Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Pty (Ibs) GCpi 0 18 Plate Type(s) Chords Tens.Comp Chords Tens. Comp. Wind Duration 1 60 WAVE, 18SS VIEW Ver 11 7.02.02-A. 1213 21 Lumber Puriins A - B 335 -3676 E - F 771 -9013 B . C 559 •6329 F - G 734 •7238 Value Set 13B (Effective 6/1/2013) The TC of this truss shall be braced with attached C - D 706 -8205 G - H 597 -5074 Top chord 2x6 SP SS spans at 24" oc in lieu of structural sheathing. D . E 771 •9013 H-1 352 •2672 Bot chord 2x6 SP SS WindWebs2x4SP #3:W1, W17 2x6 SP #2 N' Maximum Bot Chord Forces Per Ply (Ibs) W2 2x4 SP 2400f•2 OE. Wind loads based on MWFRS with additional C&C Chords Tens Comp Chords Tens. Comp. W4, W12, W14, W16 2x4 SP #2 N member design. Lumber value set "'I 3B" uses design values Additional Notes O - P 4047 •375 N . M 7451 -747 onaapproved1/30/2013 by ALSC P-0 6603 -584 M - L 5323 -620 Truss must be installed as shown with top chord up. O - N 8378 -721 L - K 2944 -388 Nailnote Nail Schedule.0 128"x3" nails Maximum Web Forces Per Ply (Ibs) Top Chord 2 Rows @ 6 00" o c (Each Row) Webs Tens Comp Webs Tens CompBotChord: 1 Row @12 00" o c Webs 1 Row @ 4" O.C. fllplgk A - R 182 -1785 N - F 1717 -26 Repeat nailing as each layer is applied Use equal Z44 A-0 3976 -362 F - M 55 -893 spacing between rows and stagger nails in each rowrr t s FLF 4u! O - B 165 -1556 M - G 2126 -127 to avoid splitting O v •. • . ,rB - P 2592 -216 G - L 100 -1041 6" o c spacing of nails perpendicular and parallel to .••• ••• grain required in area over bearings greater than 6" Q •• S • • p . 232 C-0 C 106 •1151 L • H 2365 1820 -138 H - K 150 -1138 Special Loads O - D 65 -725 K-1 2835 -373 Q i D -N 711 -56 I -J 169 •1160 Lumber Dur.Fac.=1 00 / Plate Dur.Fac =1 00) a : 0• 648 ; E • N 36 -1074TC: From 251 plf at 0.00 to 376 pit at 700 r • TC From 376 pIf at 7 00 to 376 pIf at 1029 TC From 100 pit at 10.29 to 100 pIf at 2163 BC From 150 If at 0 00 to 150 If at 10.29 : • BC. From 10 pit at 10 29 to 10 pIf at21.63 s, O ; ATE TC 3147 Ib Conc Load at 10 29% O, f.•• ,F(OR\OP C Plating Notes i ••••••.•••••• ` All plates are 08 except as noted. # 0 278 '1414 441av IssA1. rw L. 02/13/2018 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 shiipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) rot sa ety practices prior to performing these functions. Installers shall provide temporaryrBCSIUnlessnotedoherwise,top chord shall have properly attached structural sheathing and bottorl ghord shall have a pro pe y pfd ceiling Locations shown for ermanent lateral restraint bf webs shall ham bracing installed per BG51 Sections B3, 87 or 810, Ste Apply Dfates to each face, of truss and position as shown above and on the JoinfDetails, unless noteG otherwise kefer to 60A•Z for standard plate positions a division of any failure to build the 1 or cover pa e n. The sti bility ALPINE m f?wcoranwr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply 1 SEON 47995 / T30 / COMN Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oly 2 FROM ALS DrvNo 044 18 1207 15497 Truss Label: C1 SN / WHK 02/13/2018 7'6" 15' 7'V' '} 7'6" 1115X8 15' 7'6" 7'6" f" 1 7'6" 15' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,P1.n PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell L/# TCDL' 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL) 0 011 E 999 360 BCLL 000 Enclosure Closed Lu. NA Cs NA VERT(TL) 0 041 E 999 240 BCDL. 1000 Risk Category. II Snow Duration NA HORZ(LL) 0.009 E - Des Ld. 47.00 EXP, C Mean Height 22 31 it HORZ(TL). 0 018 E NCBCLL 1000 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 20t Max TC CSI: 0.792 Load Duration 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI 0 671 Spacing: 24 0 " C&C Dist a, 3.00 it Rep Factors Used: Yes Max Web CSI: 0 128 Loc from endwall not in 9 00 it FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s) VIEW Ver: 17.02 01A 1115.21WindDuration160WAVE 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. JY Sp Oa•'` y,o`• ATE r OAF ••. ORS .•• 0 278 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 816 /231 /558 /- /147 /40 D 732 /201 /473 /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - Bearing B 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. B -C 435 -1012 C -D 451 -1010 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - E 797 -286 E - D 797 -286 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aulre extreme care in fabricating, handling9 shi i installing.and bracing.. Refer to and follow the latest edition of BCSI (Budding t Safe Information, by TPI an BCA r0 sa et racllces prior to performing these functions. Installers shall provide temporary. SCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord Shall have a properly l id cellln Locations shown for ermanent latgral restraint bf webs shall haw brawn installed p r BC I sections 133, 137 or 810, e App y slates to each face o truss and position as shown above and on tI a olntgDetalls, ungess noted otherwise. Refer to 60A -Z for standard plate positions. a division of rl PI 1, or for h acceptance any structure not be responsible for TPI failure to build the 1 or cover pa e , n. The sui blllty ALPINENE M+ coMnxr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job 8975 TEENBLDRr N3621898 I Oly. 1 (FROM ALS7 / T18 / COMM SN02 SNo R 44. 8120 6509e50, 59 Truss Label: C1T 4'9"12 7'6"10'2"4 15' 4.9..12 2'8" 4 + 2.9..4 T 4.9..12 04 E Loading Criteria (psf) TCLL 2000 TCDL. 17.00 BCLL 000 BCDL. 1000 Desl-67 47 00 NCBCLL 1000 Soffit: 000 Load Duration 1 25 Spacing: 24.0 " 4X4(81) 1114A4 r 15' 1 i- 1'9" 2 4 2'4' Wind Criteria Wind Std. ASCE 7.10 Speed. 150 mph Enclosure Closed Risk CategoryII EXP. C Mean Height 22.31 It 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 fl GCpr 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 .132 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes This plate works for both joints covered Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pr in PSF) Pg. NA Cl. NA CAT W Pt: 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 57' 127 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(I-Q. 0.123 J 999 360 VERT(TL): 0 478 J 600 240 HORZ(LL)' 0116 1 - HORZ(TL): 0 280 1 Creep Factor: 2 0 Max TC CSI 0.714 Max BC CSI 0.921 Max Web CSI: 0 623 VIEW Ver 17 02.01A.1115 21 S * • L 7 r • ATE A. ao 27s NAL 02/13/2018 , rs•` 02/13/2018 132-14 r 1$. Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 816 /231 /558 /- /147 /40 H 732 /201 /473/ - Wind reactions based on MWFRS B Min Big Width Req = 1 5 H Min Big Width Req = - Bearing B 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 B - C 413 -940 E - F 583 -1250 C - D 703 -1584 F - G 697 -1565 D - E 565 -1250 G - H 480 -963 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - L 716 -302 K - 1 1414 -547 C - M 1500 -610 J - H 743 -360 M - K 1412 -572 I - G 1505 -585 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - L 681 -1616 K - F 264 -400 M - L 1352 -560 J - 1 1407 -669 D - K 264 -397 J - G 810 -1678 E - K 907 -400 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin, hhandlin shl pin installing and bracing.Refer to and follow the latest edition of BCSI (Building t Safey Information, by TPI an8 SBCA) f i safety ractices prior toperformingthesefunctionsInstallersshallprovidetemporary BCSI Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y Iid cellln Locations shown for permanent lateral restraintif w8bs shall hay bracing installed p r BCI sgctions 133, 137 or 810, e - Appy plates to each face, of truss and position as shown auove and on tI a JoinrDetails, unless noted otherwise Refer to a division of ITW Btt 1iId11nc omponegnts GrouC InC shall not be responsible for any deviation from this dr win any lailure to build the cgntormance with ANSI/T 11, or for handliri shippin , installatidn and bracing ol,truss sA seal on th s dr wirlg or cover page this drawtn indica es acceptance of professional en ineerinq responsibiliri so e for the desi n shovan. The suitability ie of this i. ing or any structure is the responsibility of the Building Designer pe ANSIITPI 1 S$c.2. TPI www 1pmst org. SOCA www ALPINEA rmvcor..N« 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N362189BI Ply 1 I SEON 48035 / T21 / COMM Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oly: 1 FROM ALS DrwNo: 044 18 1207 15778 Truss Label. C2T SN / WHK 02/13/2018 4'9"12 7'6" 192"4 15' 4'9"12 ' -2'6 4 2-8-4 +- 49`12 4x4 E it 4X4(B1) 1119x4=4X4(Bl) 15' 57 512" 6"1 172 'i 6 4 7'6" 12'811 13 "14 19 2 12.4t. i 15' Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 1000 Risk Category- II HORZ(TL) 0 274 JEXP. C Des Ld 47 00 Mean Height 22 31 it NCBCLL 10 00 TCDL. 4 2 psi 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 it Loc. from endwall not in 9 00 it VIEW Ver 17.02 01A 1115.21 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 B2 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes This plate works for both )oints covered. 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 61h.ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE IMPORTANT" FURNISH THIS DRAWING TO ALL any Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W VERT(LL) 0 121 M 999 360 B 813 /344 /558 / - /162 /40 VERT(TL) 0 461 M 620 240 H 813 / 344 /558 / - / - / 4 0 HORZ(LL) 0 115 J - Wind reactions based on MWFRS HORZ(TL) 0 274 J B Min Brg Width Req = 1 5 Creep Factor. 2.0 H Min Brg Width Req = 1 5 Max TC CSI 0.698 Bearings B & H are a rigid surface Max BC CSI 0.891 Max Web CSI. 0 595 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp VIEW Ver 17.02 01A 1115.21 B - C 417 -935 E - F 521 -1238 C - D 639 .1571 F - G 655 -1571 D - E 535 -1238 G - H 424 -935 o' FATE OF ; 0 278 02/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B -M 712 -281 L - J 1401 -506 C - N 1488 -508 K - H 712 -281 N - L 1401 -472 J - G 1488 .541 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp C - M 633 -1607 L - F 261 -397 N - M 1344 -520 K - J 1344 -520 D - L 258 -397 K - G 633 -1607 E - L 895 -363 1NG THE INSTALLERS to and follow the latest edition of BCSI (Building se functions Installers shall provide temporary leatthing and boettor hosredcshall have a property i11 Details, unlesssnoted otherwise B77Referr to' iabon from this drpwin11q an failure to build the ssesA Seal on this Grewi 1 or cover page solely for the design shown. The suitability ALNE AN nW Cow.+r+v 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label- C3GT Ply. 2 I SEON 48047 / T73 / HIPS Cush R R8975 JRef 1 W8G89750159 Oly 1 FROM ALS DrwNo' 044 18 1207 16231 SN / WHK 02/13/2018 2 Complete Trusses Required 4'5"8 + 7'.1 8' .L_ 10'6"8 15' 4'5"8 2'6"8 ' 1' 2.6,8 —+— 4'5"8 '( m4X4 a04 E F T T 12 $ p4 9206p v 1118X8(++) 1118X8(++) C H c 1 T = 4X4 B B2 N M LK 1 61• A =4X4 J 20'1"14 PO -4X4 r"I 04(131) =4X4 =04(81) 15' 1' 2'4" 7' 8' 1218„ 15' 1. Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std* ASCE 7.10 TCDL: 17.00 Speed 150 mph BCLL' 000 Enclosure Closed BCDL 1000 Risk Category II EXP: C Des Ld: 4700 Mean Height: 22 19 fl NCBCLL. 0.00 TCDL. 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 It 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 20 SP #2 N B2 2x6 SP SS Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Najlnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @12.00" o.c Bol Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes This plate works for both joints covered. Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf In PSF) Pg' NA Cl NA CAT W Pf NA Ce NA Lu NA Cs. NA Snow Duration NA Code / Mist; Criteria Bldg Code. FBC 61h ed TPI Std. 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.093 N 999 360 VERT(TL) 0.355 N 794 240 HORZ(LL). 0.084 K - HORZ(TL) 0 203 K Creep Factor 2 0 Max TC CSI 0 465 Max BC CSI: 0 445 Max Web CSP 0 439 VIEW Ver. 17.02 01A.1115.21 ps ON• J 7ATs•• Vi - o 278 41%. -ZONAL 02/1312018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1412 /602 /- /- /- /40 1 1412 /602 /- /- /- /4.0 Wind reactions based on MWFRS B Min Big Width Req = 1 5 I Min Big Width Req = 1.5 Bearings B & I are a ngid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B -C 391 -918 F -G 638 -15% C - D 743 -1741 G - H 743 -1741 D - E 638 -1556 H-1 391 -918 E - F 553 -1364 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B-0 719 -305 M - K 1566 -663 C - P 1553 -660 L - I 719 -305 P - N 1566 -663 K - H 1553 -660 N - M 1364 -553 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C-0 561 -1327 F - M 630 -240 P-0 1006 -415 L - K 1006 - 415 E - N 630 -240 L - H 561 -1327 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fa eating, h ndlingg shipping installing. and bracing. _ Refer to and follow the latest edition of BCSI (BuildingfSfetyInformation, byy PI an SOCA) fbr safety practices prior to performing these functions Installers shall provide temporan r B SI Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottom hord shall have a properryly id ceiling.Locations shown for _permanent lateral restraint bf webs shall have bracin installed per BCS I s6ctions 133, 137 or 910 e._ Apply plates to each face.otruss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to any failure to build the 1 or cover pa e n. The P. bility ALPINENE MIMCOWMIfI 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N362189B TEENBLDR Truss Label. E1 Loading Criteria (psr) TCLL 2000 TCDL 1700 BCLL' 0.00 BCDL' 1000 Des LC 47 00 NCBCLL: 10.00 Soffit: 000 Load Duration. 1 25 Spacing 24 0 " Ply: 1 SEON. 246231 T42 / Oly 7 FROM JRH 5'11..14 9.8.18 10' 511"14 3'8"10 3"8 4X4 D Cust. R R8975 JRef 1 W8G89750159 DrwNo 044 18 1207 13826 KM / DF 02/13/2018 1- 10' 9'8"B U. Wind Criteria Snow Criteria (Pg,Pf to PSF) DeOICSI Criteria Maximum Reactions (Ibs) Wind Std. ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL 1W Speed 150 mph Enclosure' Part Enc Risk Category: II EXP C Mean Height 15.00 It 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 GCpe 0 55 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3 Lumber value set 1313" 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 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 VERT(LL) -0 025 C 999 360 VERT(TL). 0.046 F 999 240 HORZ(LL): 0.011 F - HORZ(TL). 0.017 F Creep Factor 2 0 Max TC CSI 0 545 Max BC CSI 0 395 Max Web CSI. 0 451 VIEW Ver 17.02 02A 1213.21 p s Oa•'J s ,o :• VATE OF fpr s<0278 IAds' 02/13/2018 B 555 / 248 / 439 / - /m /80 E 464 / 241 / 356 / - / - /3.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = 3 0 Bearings B & E are 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 528 -715 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 650 -667 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C - F 669 -664 D - E 1036 -865 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 shippin installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) t safety ractices prior to performing these functions Installers shall provide temporary _ brach per BCSI.. Unless noted olherwlse,to chord shall have roper% attached structural sheathing and bottom hord shall have a roperattachtlngqldcelhn9LoCabonsshownforDermanentlateralresiralntbiwebsshallhavebrBCinoinstalledperBCIsectionsB3, B7 or 810y as appllcaltte Apply Nates to each face of truss and position as shown above and on the Join Details, unless noted othervwse Refer to ALPINEdrawings160A -Z for standard plate positions. Alpena, a division of ITW at ildingg omponents Group Inc shall not be responslple for any deviation from this drawing arty failure to build the mrrwcd.pr truss In Cgnformance with ANSI/i 11, or for handlin shiDpinq, enstallatidn and braGn of trussesA eal on this dr wing or cover pa e, , 2400 Lake Orange OrstinlistingthisflrawingIndicatesacceptanceofprolessionaf le ineering responsibilit yy solely or the desiig n shown. The suiR billty Suite 150andgofthis9rawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/rPI 1 ac.2. For more information see this job's general notes page and these web saes: ALPINE. www alpmeilw com; TPI. www.tponst org, SBCA www sbundystry com. ICC www tcuafe or Orlando FL. 32837 Job Number N362189B Ply 1I SEON: 24624 / T28 / GABL Cust R R8975 JRe1 1 W8G89750159 TEENBLDR Oty 1 FROM JJP DrwNo 044 18 1207 13622 Truss Label. E2GE KM / DF 02/13/2018 Loading Criteria (psf) TCLL' 2000 TCDL 1700 BCLL: 000 BCDL: 1000 Des Ld 4700 NCBCLL. 10 00 Soft 000 Load Duration: 1.25 Spacing 24 0 " fV i 4.2..12 , 1' 17,8 —' I-- 1'4" _"I *04 GTYP) r— 1'4" — 8,8" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc Risk Category: II EXP, C Mean Height 15 00 it TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist, h/2 to h C&C Dist a: 3 00 1t Loc from endwall not in 9.00 It GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A18015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. IMPORTANT•• FURNISH THIS any IN 8,8„8 3” 9'8"8 li 11 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W Pf- NA Ce. NA VERT(LL) -0 002 M 999 360 B 265 /118 /212 / - /105 /160 Lu: NA Cs: NA VERT(TL) 0 007 M 999 240 N' 83 /48 /70 / • / - 1104 Snow Duration NA HORZ(LL) -0.002 G - H 37 /43 /32 / • / - /30 HORZ(TL) 0.003 M Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code FBC 6th.ed 201 Max TC CSI 0.183 N Min Brg Width Req = . TPI Std: 2014 Max BC CSI: 0 147 H Min Brg Width Req = 3.0 Rep Factors Used: Yes Max Web CSI 0 049 Bearings B, B. & H are a rigid surface Bearing B requires a seat plate. FT/RT.20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver: 17.02 02A.1213 21 0 -Sp. Ow J o't•5,fATE 04F Q a<1, ••Ft 0ROP,• vss/ONAt V 0 278 du wrinrillutusit 02/13/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing.. Refer to and follow the latest edition of BCSI (Building iractices prior to performing these functions Installers shall provide tempora properly attached structural sheathing and bottom Chord shall have a pro2erly estram bf webs shall ham bracingg nslalled per BCSI sections B3, B7 or 810, as shown above and on tfie Join[ etails, unless noted otherwise. Refer to II not be responsible for any deviation from this drpwin a[1v failure to build the i installation an bracing of,trussesA seal on this dr wir5 or cover page , it enytne.,t ny responsibility solely (orr the „des1p shovJn. The suitability ALPINE M IMCW+Mgv 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply. 1 SEON 48058 / T10 /HIPS Cust: RR8975 JRet: 1WBG89750159 TEENBLDR Oly 1 FROM ALS DrwNo. 044 18 1207 15919 Truss Label: DIG SN / WHK 02/13/2018 11110,18 510 998 , 118 1110,18 3'111 "8 3'11 "8 1 1'10"8 T 0 T J6 Loading Criteria (pst) TCLL 2000 TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL 10.00 Soffit' 0.00 Load Duration: 1.25 Spacing 24 0 " 12 6 =6X8 1112X4 -6X6 B C D 4X 11'8" 2'0"4 3'9"12 3'912 1 2'0"4 2'0"4 5'10" 97-12 1 11'8" Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure. Closed Risk Category. 11 EXP: C Mean Height: 21.16 ft TCDL 4 2 list BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 it 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 #1 Webs 2x4 SP #3 Rt Wedge 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 pit at 0.00 to 78 pit at 188 TC. From 39 pit at 1.88 to 39 pit at 979 TC From 78 pit at 9.79 to 78 plf at 11.67 BC From 10 plf at 0 00 to 10 plf at 11 67 TC 63 Ib Conc Load at 1 91,976 TC 47 Ib Conc Load at 3 94, 5 73, 7 73 BC 49 Ib Conc Load at 109 BC 36 Ib Conc Load at 1.91, 9.76 BC 147 Ib Conc Load at 309 BC 33 Ib Conc. Load at 3 94, 5 73, 7 73 BC 245 Ib Conc Load at 5.09 BC 343 Ib Conc Load at 7.09, 9.09,11.00 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI in PSF) Pg NA Ct NA CAT: W Pf• NA Ce: NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code FBC 61h ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 093 C 999 360 VERT(TL) 0 345 C 629 240 HORZ(LL): 0 016 B - HORZ(TL): 0 037 B Creep Factor 2 0 Max TC CSI 0 608 Max BC CSI 0.817 Max Web CSI: 0.700 VIEW Ver 17 02 01A.1115 21 ATE NO 278 j,ONr'1C.N t'J 02/13/2018 20'1 "14 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 1097 /340 /- /- /- /40 E 1531 /465 /- /- /- /40 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 E Min Brg Width Req = 1 8 Bearings A & E are 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 581 -1818 C - D 1084 -3330 B - C 1084 -3330 D - E 714 -2269 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - H 1552 -499 G - F 2003 -624 H - G 1568 -496 F - E 1941 -614 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. B - G 1836 -612 F - D 501 -85 G - D 1383 -479 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 shlnpin , installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI and SBCA) handling, safety ractices prior to performing these functions Installers shall provide temporary SCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly id ceiling Locations shown forpermanent lateral restraint bf webs shall hay bracin installed p r BC I sections B3, B7 or 810 e. Applgy Dlates to each face ofttruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to 6OA-Z for standard plate positions. of ITW Bu(r11dd11n omponeents Group Inc shall not be responsible for any eviation from this drowin any failure to build theneewithANSI/0 1 1, or for handlin shlppmq, mstallabbn an braung o lrussesA eat on thig dr wirlg or cover page , , ng indicates acceptance of pro) less en ineenng respons'lbilittyv sole )YY peal the de sl n shown. The sui abilitydrawingforanystructureistheresponsibilitoftheBuildingDesigrSerperANSI/TPI 1 ac.2. tee this lob's general notes page and these web sites ALPINE www alpineitw corn, TPI www Ipinst org, SBCA www sbandustry com, ICC. www iccsale ALPINENE µrrwcoww+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N3621898 Wind Criteria TCLL 4000 Ply2 TCDL 1000 SEON 24626 / T51 FLAT Cust. RR8975 JRef IWBG89750159 TEENBLDR Category NA Plate Type(s) Oly. 1I Des Ld 55 00DesiiD FROM ALS 10 00 DrwNo 044 18.1207 14748ITrussLabel: FGRG BCDL NA psf Load Duration, 1.00 MWFRS Parallel Dist: NA Spacing 24 0 " C&C Dist a NA ft 0 -982 JB / OF 02/13/2018 2813 0 2 Complete Trusses Required 817 0 Wind Duration: NA 0 -2223 S 2'3"9 , 1 10 „ K-1 4147 0 E- N 16'10"4 59 4'4"5 6'3"14 8'5"2 10'4"11 12'5"7 14'6"12+ 16'5"45" 5 2'0"12 1'11"8 2'1"5 1111 2'0"12 2'1"5 1110"9 8X10 =6X8 =8X8 1112X4 1112X4 =_4X8 =5X8 =5X10 A B C D E F G H I 1114X8 =t1A1u =4A1z =bbut1z = 4X10 — 8Ad 1114X6 16'10"4 1110"1 2'0"4 12-3-12 1 2'4"13 2'1"5 1 27'12 2'0"5 1111" 1'10"1 3'10"5 672 8'6"14 1 10'8"3 12'10"15 1411"4 16'10"4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL 500 Category NA Plate Type(s) EXP- NA Des Ld 55 00DesiiD Mean Height: NA ft 10 00 TCDL. NA psf Soffit. 200 BCDL NA psf Load Duration, 1.00 MWFRS Parallel Dist: NA Spacing 24 0 " C&C Dist a NA ft 0 -982 Loc. from endwall NA 2813 0 I: NA GCpi: NA 817 0 Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x6 SP 2400f-2 OE :132 2x6 SP SS Webs 2x4 SP #3 W2, W4, W15 2x4 SP 2400f-2 OE W13 2x4 SP #2 N. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Natlnote Nall Schedule 0 128"x3" nails Top Chord 1 Row @ 4 75" o c Bot Chord. 1 Row @ 6 25" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails In each row to avoid splitting. 5" o c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 5" Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 515 plf at 0.00 to 515 plf at 1685 BC From 10 plf at 0 00 to 10 plf a1 1685 BC 966 Ib Conc Load at 192 BC,2180 Ib Conc Load at 3.92 Plating Notes All plates are 4X4 except as noted Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Pg. NA Cf. NA CAT W Pf: NA Ce: NA Lu: NA Cs, NA Snow Duration NA De01CSI Criteria PP Deflection in loc Udeft U# VERT(LL). 0.328 E 615 360 VERT(TL): 0.587 E 441 240 HORZ(LL)' 0 065 A - - HORZ(TL): 0 091 A - - Code I Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th ed 201 Max TC CSI 0 787 TPI Std: 2014 Max BC CSI: 0 845 Rep Factors Used Yes Max Web CSI 0 923 FT/RT 20(0)/10(0) A-0 Plate Type(s) F- M WAVE, 18SS VIEW Ver' 17.02 02A 1 Additional Notes Truss must be installed as shown with top chord up 21321 50rATE OF vl 11 '• mag 0 278 will Aw ` 02/13/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W R 6954 /- /- /- /- /5.5 J 5041 /- /- /- /- /40 R Min Big Width Req = 2 9 J Min Big Width Req = 3.0 Bearings R 6 J are 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 0 -4948 E- F 0- 9514 B- C 0- 8602 F- G 0- 8447 C- D 0- 9520 G- H 0- 6443 D- E 0 -9580 H-1 0- 3559 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp O- P 5568 0 N- M 8703 0 P-0 8836 0 M- L 6826 0 O- N 9580 0 L- K 4089 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- R 0- 3337 N- F 969 -102 A-0 5766 0 F- M 0- 1072 O- B 0- 2599 M- G 1938 0 B- P 3626 0 G- L 0- 1605 P -C 0 -982 L - H 2813 0 C -O 817 0 H - K 0 -2223 O -D 0 -490 K-1 4147 0 E- N 2- 537 I- J 0- 2446 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care inn cating h ing, Installin gand bracing Refer to and follow the la est edition of SCSI (Building Component Safety Information, by TPI an A) for ndlln shippsafety practices prior to performing these (unctions. Instal ers shall provide temporary bracin p@r BCSI.. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bo t2m hord shall have a properly attach d rlc id ceilin Locations shown for ermanent latgral restraint bf webs shall have bracin ins lied per BC I secoons 133, 137 or B10, as applicable. Apply plates to each face ofptruss and position as shown above and on the Jolnt9Details, unless note u otherwise Refer to drawings 160A -Z for standard plate positions Alpine, a division of ITW Btt Ildlnc omponQgnts GrVVup InC shall not be respDons/ble for any eviatlon from this drffwinq anV /allure to build thetrussiniad"with AN IlT 11, or for handlln shlppino, inslallati0n and bracin o ,trussesA eat on this dr3wirlg or cover pa e listing this drawln indicates acceptance of pro esslonal en ineenng responslb(Itty sole/yo the des/ n shown. The suitabilityand ise of this iawing for any structure is the responsibility of the Building DesrgrSer perANSIITPI 1 S c.2. For more information see this lob's general notes page and these web sites ALPINE www alpineitw com, TPI www Ipinsl org, SBCA www sbanduslrycorn, ICC www=safecsafe ALPINEA Nl mVCONMM' 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N362189B Py 2 TEENBLDR Oiy. 1 Truss Label. FG3 c 2 Complete Trusses Required Loading Criteria (psq TCLL 4000 TCDL' 1000 BCLL: 000 BCDL'5 00 Des Ld' 5500 NCBCLL: 10.00 Soffit 200 Load Duration 1 00 Spacing 24 0 " 2'0"3 ' i 17 651 3 1'1', 7 5" 4.2..3 5.3..10 5 2,1„15 -r 1,1„7 SEON. 24627 / T70 /FLAT Cusl RR8975 JRef 1W8G89750159 FROM ALS DrwNo 044 18 1207 15201 JB / DF 02/13/2018 8'4"13 107'4 1'11"11 2'27 8X10 1112X4 =5X5 III 2X4 -4X4 -4X8 =6X8 A B C D E F G Ell 7t m !P'FAL1.MM W_Aj11NE IN El M L K i I r r 10'7"4 1'6"15 1'6"15 Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA It TCDL NA psf BCDL NA psf MWFRS Parallel Dist. NA C&C Dist a, NA it Loc from endwall NA I NA GCpr NA Wind Duration: NA Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3.W2, W11 2x4 SP 2400f -2.0E. W5, W9 20 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule.0.128"x3" nails Top Chord: 2 Rows @ 5 00" o c (Each Row) Bot Chord: 1 Row @ 3.25" o.c. Webs : l Row @ 4” o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur.Fac.=1 00 / Plate Dur Fac.=1.00) TC' From 50 pIf at 0.00 to 50 pIf at 1060 BC From 10 pIf at 0 00 to 10 pIf at 1060 TC 856 Ib Conc Load at 2 15, 4 15, 5 15, 6.46 8 48,10 40 BC: 760 Ib Conc. Load at 2.15, 4 15, 6.15, 7 98 8.69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up 2,5,7+ 1'3"3 + 1,5,7 + 2'1"3 + 1'8"15 4'0"7 5'3"10 6'9"1 8'10"5 107*4 Snow Criteria (Pg,PI in PSF) Pg NA Ct NA CAT. W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code' FBC 61h ed 201 TPI Std 2014 Rep Factors Used. Yes FT/RT.20(0)/10(0) Plate Type(s) WAVE DefllCS1 Criteria Maximum Reactions (lbs) PP Deflection in loc UdeO U# Loc R / U / Rw / Rh / RL VERT(LL) 0 132 D 962 360 N 4200- VERT(TL) 0 235 D 692 240 O 5372- HORZ(LL). 0.016 H - - N Min Brg Width Req = 1.7 HORZ(TL) 0.022 H O Min Brg Width Req = 2.2 Creep Factor 2.0 Bearings N & O are a rigid surface Max TC CSI 0 609 Bearing N requires a seat plate Max BC CSI 0 750 1664 0 W 80 55 Max Web CSI 0.581 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp VIEW Ver: 17.02 02A 1213 21 A - B 0 -4094 D - E 0 -5487 B- C 0- 4254 E- F 0 -5267 C- D 0- 5487 F- G 0- 3376 J iATE F 0R\OP' . SS/ONAL E 0278 ,,'''NNrr4UMUIfJ p1 1 02/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp M- L 4254 0 K- J 5412 0 L- K 4345 0 J-1 3759 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A -N 0.2378 E - J 0 -610 A- M 4839 0 J- F 1831 0 M -B 0-1312 F-1 0 -1606 L- C 0- 747 I- G 3985 0 C -K 1664 0 G -H 0 -2612 D - K 0 -703 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling shippin installing and bracing . Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI an SBCA) i6 safely practices prior to performing these functions Installers shall provide temporary bracm oer B SI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom 4hord shall hav a prover y attach d n tid ceiling. Locations shown for ermaneni lateral restraint bf webs shall havebracmq installed pfr BC51 sections B3, 7 or B10 as app lca e. Appy Prates to each face o truss and position as shown above and on te JoinfDetails, un ess noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division o1 ITW BS itdd11nlCComponggnts Group InC., shall not be responsible for any deviation from this drawin anY failure to build the mm,.otrussencgnformancewithAN51lTPI1, or for handlersq shipping, enstffllati pn and bracing q(tru55esA seal on this dr wirt of cover papa 2400 Lake Orange Dr. I this drawing indica es acceptance of proTesseonaf en eneerin responsibility sole for the desi n shouJn. The suitability Suite 150andqseofthis awing or any structure is the responsibilit of the wilding Desig er pe ANSIITPI 1 S c.2. For more mlormaUOn see lMs Ob's Bneral notes a e and these web sties ALPINE www al meow com, TPI www i msl or .SBCA www sbrJndusl tom, ICC www iccsar9 org Orlando FL. 32837 Job Number: N362189B TEENBLDR Truss Label: FIG Loading Criteria (psf) TCLL 2000 TCDL 1700 BCI -L: 000 BCDL. 1000 Des Ld: 47.00 NCBCLL 000 Soffit 000 Load Duration. 1 25 Spacing 24 0 " Ply. 1 Oty 1 8 17 T 17"B SEON 24628 / T32 / HIPM I Cust RR8975 JRel. 1W8G89750159 FROM: JJP DrwNo 044 18 1207 14341 SN / DF 02/13/2018 04X6 =4X4 C D 8'8" T 12 6 N_ V1i•n B A g4" G F E _ a 4X4 1113X 4X4(81) 1, 678 1'S"12 678 7'9"4 10"1 Wind Criteria Wind Std ASCE 7-10 Speed' 150 mph Enclosure: Part Enc. Risk Category* II EXP C Mean Height: 15 001t TCDL 4 2 list BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 It Loc from endwall NA GCpi 0 55 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 6-0.0 jacks with no webs Wind Wind loads and reactions based on MWFRS Snow Criteria (f9.f1 in fSF) Pg NA Cl NA CAT N) PL NA Ce. NA Lu: NA Cs- NA Snow Duration, NA Code / Mist 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 Udefl U# VERT(LL) 0.027 D 999 360 VERT(TL) 0.101 D 999 240 HORZ(LL) 0.012 C - HORZ(TL): 0.028 C Creep Factor 2 0 Max TC CSI 0 570 Max BC CSI: 0 502 Max Web CSI 0 430 VIEW Ver 17.02 02A. 1213.21 I,t p` ATE 0 278 'ss!ONAL 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 640 /323 /- /- /- /80 E 674 /335 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = 1 5 Bearings B 8 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 351 -690 C - D 233 -513 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - G 524 -246 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. G -D 1128 -511 D -F 451 -1000 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin ,handlingg shiDpin installing and braung Reler to and follow the latest edition of SCSI (Building Component S fety Information, by TPI an S13CA) fb) sa%ry ractices pnor to performing these functions Installers shall provide temporary bracin peQB SI .Unless noted olherwise,lop chord shall have property attached structural sheathing and bottom chord shall have a propefly attach d algid ceilin .Locations shown for ermanent lateral restraint bf webs shall hay bracing installed per SCSI sections Q3, 137 or 810, as app iCa a Appy plates to each face. o truss and position as shown above and on t 1e JoingDetails, unless noteG otherwise Refer to drawings 160A•Z for standard plate positions. Alpine, a division of ITW Build1ng CComponQgnts Group InC. shall not be responsible for any deviation from this drpwing any failure to build the truss in conformance with AN11/TPI 1, or for handlirfq shipping, installation and bracmq of trussesA peal on this dr wing or cover pageIithisdrawingindicatesacceptanceofproTessionafenineerin9responsib)littyv sole or the des i n shown. The suis bilityanduseofthisdrawingforanystructureIstheresponsibilitoftheBuildingDesigrSerpeyANSIlrPI1Sc.2. ALPINE I COMMrx 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N362189BI Ply 1 IFROMSEON 48022 / T20 /MONO Cusl R R8975 JRef 1 W81389750159TEENBLDROly1ALSDrwNo04418120716122 Truss Label MIG SN / WHK 02/13/2018 Loading Criteria (pst) TCLL. 2000 TCDL 1700 BCLL 000 BCDL. 1000 Des Li 47 00 NCBCLL' 10.00 Soft 000 Load Duration 1 25 Spacing. 24 0 " 4 T s -e A- 4X8 B 12 6 co 0 0 W2 X,I A1) A 20'1"14 D C w4X10 1113X12 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category' II EXP C Mean Height 22.44 it TCDL 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 it Loc from endwall, not in 9.00 it GCpi 0 18 Wind Duration. 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #2 N W2 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac =1 25 / Plate Dur Fac =1 25) TC, From 78 pit at 0 00 to 78 pit at 7.00 BC From 10 plf at 00010 10 plf at 700 BC 1076 Ib Conc Load at 2 06, 4.06, 6.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. IMPORTANT" FURNISH THIS any 7' 3'9"7 3'2"9 3'9"7 7' Snow Criteria ('g.r1 in PSF) Pg NA Ct NA CAT NA Pt NA Ce, NA DefI1CSI Criteria PP Deflection in loc Udell U# VERT(LL). 0 024 D 999 360 Maximum Reactions (Ibs) Loc R IU / Rw / Rh / RL /W A 1698 /846 / - / - / - / 4 0 Lu NA Cs NA VERT(TL). 0 087 D 999 240 C 2146 / 983 Snow Duration NA HORZ(LL): -0.007 B - Wind reactions based on MWFRS HORZ(TL)- 0 016 B Creep Factor. 2.0 A Min Brg Width Req = 2 0 C Min Brg Width Req = - Code / Misc Criteria Bldg Code. FBC 6th.ed 201 Max TC CSI. 0.853 Bearing A is a rigid surface TPI Std 2014 Max BC CSI 0 551 Rep Factors Used Yes Max Web CSI: 0 710 Members not listed have forces less than 375# FT/R7 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Plate Type(s) WAVE VIEW Ver 17.02 01A 1115 21 1 A - B 1016 -2219 ALL On••JY` a• a .p ATE ; 02/13/2018 to THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1871 -834 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp D - B 2796 -1242 B - C 662 -1388 of failure to build the I or cover pa e n. The sui bility ALPINE WIMC ww+. 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N362189BI Ply 1 I SEON 48030 / T56 /MONO Cusl R R8975 JRef 1 W8G89750159 TEENBLDR Oly' t FROM ALS DrwNo 044 18 1207 16560 Truss Label: M2G SN / WHK 02/13/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 0.00 BCDL 10.00 Des Ld 47.00 NCBCLL' 10 00 Soffit: 000 Load Duration 1 25 Spacing. 24.0 " 4; 4xR B 1 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP' C Mean Height. 22 44 it TCDL. 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 it Loc. from endwall. not in 9 00 it GCpi: 0.18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1 25 / Plate Dur Fac.=1.25) TC: From 78 pit at 0 00 to 78 plf at 700 BC From 10 pit at 0.0010 10 plf at 700 BC 732 Ib Conc. Load at 106,306,506 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure r -1 3'7"4 3'4"l 2 3'7"4 7' Snow Criteria (Pg,Pf in PSF) Pg. NA CI NA CAT W Pf: NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 61h 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 Udell U# VERT(LL) 0 017 D 999 360 VERT(TL) 0 061 D 999 240 HORZ(LL) -0.008 D - HORZ(TL) 0 016 D Creep Factor 2 0 Max TC CSI: 0 788 Max BC CSI 0915 Max Web CSI. 0.770 VIEW Ver 17.02 01A 1115.21 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1576 /514 /- /- /- /40 C 1236 /418 /-/- Wind reactions based on MWFRS A Min Big Width Req = 2 2 C Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. A - B 545 -1688 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1397 -411 Maximum Web Forces Per Ply (lbs) Webs Tens Comp. Webs Tens. Comp. D - B 2020 -587 B - C 375 -1010 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shiDpin installing and bracin Refer to and follow the latest edition of BCSI (BuildingrtBCSI.Unless noted otherwise ttopchord small have properl attached strucituralthese and bottom Nord shpall hav temporaryaprroorpefly aid ceihn9 Locabons shown forDermanent lateral restraint bf webs shall hav braaGngg installed per BCI sections B3, 7 or 810, Re Ap eY fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to 60A -Z I r standard plate positions of any failure to build the I or cover page n. The sui9bility ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply. 1 SEON 24631 / T37 /MONO Cust R R8975 JRef 1 W81389750159 TEENBLDR Oly. 6 FROM JJP DnvNo' 044 18 1207 13653 Truss Label. GI I KM / OF 02/13/2018 T 6"6 j_ 12 1112X4 C 4X4(61) 1112X4 ANT" FURNISH THIS DRAWING TO ALL me care in fabricating. handling. shipping, in<, RPI 1 acne any si wal nose WATIE 0 2 s'.,,SS/ONAt rw Nlututawlen 02/13/2018 THE INSTALLERS to and follow the latest edition of from this drilwinQ any failure to build the 1 Seal on this dr8wirfgg or cover pagge , or the design shown. The suiCability Core ........w.....w.........,.. irr .............r 1011161,61 ALPINE maws wN+r 2400 Lake Orange Or Suite 150 Orlando FL, 32837 1 2' 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std. ASCE 7.10 Pg. NA Ct: NA CAT NA PP Deflection in loc Uden U# Loc R /U / Rw / Rh / RL 1W TCDL. 1700 Speed 150 mph Pf NA Ce, NA VERT(LL): NA B 204 / 52 / 181 / - / /80 BCLL: 000 Enclosure: Closed Lu NA Cs NA VERT TL- NAVERT(TL)- D 70 /30 /52 / - /. /15 BCDL- 1000 Risk Category. Rg ry II Snow Duration NA HORZ(LL) .0.000 C Wind reactions based on MWFRS Des Ld 47 00 EXP: C HORZ(TL) 0 000 C - - B Min Brg Width Req = 1.5 NCBCLL 10.00 Mean Height 15 00 It TCDL 4.2 psf Code I Misc Criteria Creep Factor. 2 0 D Min Brg Width Req = - Soffit. 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.170 Bearing B is a rigid surfacegg Load Duration. 1 25 MWFRS Parallel Dist. 0 to h/2 TPI Std 2014 Max BC CSI: 0 036 Bearing B requires a seat plate Spacing 24 0 " C&C Dist a: 3 00 ft Rep Factors Used. Yes Max Web CSI 0.046 Members not listed have forces less than 375# 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 02A 1213 21 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 ANT" FURNISH THIS DRAWING TO ALL me care in fabricating. handling. shipping, in<, RPI 1 acne any si wal nose WATIE 0 2 s'.,,SS/ONAt rw Nlututawlen 02/13/2018 THE INSTALLERS to and follow the latest edition of from this drilwinQ any failure to build the 1 Seal on this dr8wirfgg or cover pagge , or the design shown. The suiCability Core ........w.....w.........,.. irr .............r 1011161,61 ALPINE maws wN+r 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label, VH2 Loading Criteria (psr) TCLL. 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47.00 NCBCLL 1000 Soffit' 0.00 Load Duration 1 25 Spacing 24.0 " Pry 1 SEON. 48081 / T65 / VAL Cust: RR8975 JRef 7W8G89750159 Oty 1 FROM ALS DrwNo. 044 18.1333.53110 KM / OF 02/13/2018 87„ 81 4,4„ 11101, 12 6 = 4X4 =04 4X4(D7) B Cm4X4(D1) c A D 2117- G F E 1112X4 1112X4 Wind Criteria Wind Std' ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height 22 21 ft TCDL 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 It Loc from endwall not in 4.50 ft GCpc 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 8' 8, Snow Criteria (Pg,Pr 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 TPI Std: 2014 Rep Factors Used' Yes FT/RT 20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) -0 001 E 999 360 VERT(TL) 0.002 F 999 240 HORZ(LL). -0 000 F - HORZ(rL): 0.001 E Creep Factor 2 0 Max TC CSI 0 491 Max BC CSI: 0 122 Max Web CSI 0.086 VIEW Ver 17.02.01A 1115 21 Ori JY` L • iS ,Q ; ATE NAL 4 ORP'`c'r y ••.. ease••' 02/13/2018 Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL /W G' 97 /34 /51 /- /2 /96.0 Wind reactions based on MWFRS G Min Big Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shi pin installing and bracln Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI an SBCA) rosafety Xactices prior to performing these functions Installers shall provide temporary r BCSI Unless noted o1herwise,top chord shall have property attached structural sheathing and bottom Chord shall have a properly Weceiling Locations shown forpermanent lateral restraint of webs shall hav braan Installed p r BCSI clions 133, 137 or 810, sfe _ App,, plates to each face o truss and position as shown above and on t ie olntgDn Nils, unless note otherwise Refer to a division of ITW BUildin omponenis Grpup In, shall not be responsible for any deviation from this drawlncl any failure to build the a?nformance with ANSI 1 1, or for handllrfq shipping, Instpllatldn and bracing gf,trussesA eal on this dr3wirlq or cover page , this drawing indicates acceptance of proTessionaf en Ineerinq responslblli solely for the desi n shown. The s o bilityeofthisyawingforanystructureistheresponsibiligoftheBuildingDesigerpeANSIrrPI1S$c.2. information see this job's general notes page and these web soles ALPINE www alpineitw corn. TPI www tpinsl org. SBCA www abcindustrycom, ICC www icesaf ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N362189B Ply 1SEON 48082 / T64 / VAL Cusl R R8975 JRef 1 W8G89750159 TEENBLDR Oly 1 FROM. ALS DrwNo. 044 18 1333.53111 Truss Label: VH1 KM / OF 02/13/2018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL 000 BCDL. 1000 Des Ld. 47 00 NCBCLL 1000 Soffit: 0.00 Load Duration. 1 25 Spacing. 24 0 " 11101, 4- 11101, 27' 12 6 4X4 A4X4( D1) B=4X41D) Cv 1 e 4 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category. II EXP C Mean Height: 23.21 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a, 3 00 it Loc. from endwall not in 4 50 If 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. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . i 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 I 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 1117 Dell1CS1 Criteria PP Deflection in loc Udefl U# VERT(LL) 0 004 999 360 VERT(TL) 0 016 999 240 HORZ(LL): -0.002 HORZ(TL)- 0 004 Creep Factor 2 0 Max TC CSI. 0.093 Max BC CSI 0 136 Max Web CSI: 0 000 VIEW Ver, 17.02 01A 1115 21 4p o w'JY° Q 7 i • ATE NO 27/8//////// x._ ••••••• ssoNAL N% 02/13/2018 22'7" Maximum Reactions (lbs), or'=PLF Loc R / U / Rw / Rh / RL /W D' 97 /26 /44 /- /5 /480 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 DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlin shippin installing and bracing Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI anfabricating, f r sa ely ractices prior to performing these functions Installers shall provide tempor 3 BCSI. Unless noted o herwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a proper y id cedin ocations shown for permanent lateral restraint bf webs shall hav brawn installed p r BC Is B3, 87 or 8.10, e _ Appy plates to each face of truss and position as shown above and on tI a Join Details, unless noteu otherwise. Refer to any from this drBwin any lailure to build the Seal on this dr wiilg or cover page , Aorthe d sigc shown. The suitability ALPINE mmvCWVN+ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N3621890 I Ply 1 SEON 48015 / T63 / VAL Cust R R8975 JRel 1 W813897501159TEENBLDROly2FROMALSDrwNo04418120715873 Truss Label. MV3 _ SN / WHK 02/13/2018 Loading Criteria (ps0 TCLL: 20.00 TCDL 1700 BCLL 000 BCDL. 1000 Des Ld 4700 NCBCLL' 1000 Soffit. 000 Load Duration 1 25 Spacing. 24 0 " ow 1112X4 B 12 6 v 0 ih 4X4(D1) A CD 2T2" 1113X6 t -jt J Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height. 22.83 it TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 0 Loc. from endwall not in 9.00 it GCpi 0 18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 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 Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 6' 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct. NA CAT NA PP Deflection in loc Udell U# 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 0 581 TPI Std: 2014 Max BC CSI 0 502 Rep Factors Used, Yes Max Web CSI, 0.213 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115 21 M y, .o :•5,iATE Q 02 8'w,S 01VAL 02/13/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 98 /37 /69 /- /23 /720 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Alpine, a division of ITW BStfrild11'nQc omponents Group In% shall not be responsible for any deviation from this drawin any failure to build the truss in cQnf4rmance with AN51lT 11, or f(or handlirlq s i pin , installati nand bracing oi,trussesA seal on this dr witlg or cover pa e , SO this tlrawing indicates acceptance of professional. en ineed responsibiliri solely for the des i n shown. The suicabrtrty and irse of this 6 awing for any structure is the responsibility of the Building DesigrSer pe ANSIfrPI 1 S$c.2. 1411196-1 ALPINE N10'//COMMN 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N362189B Ply 1 SEON. 48016 / T62 / VAL Cust RR8975 JRel: 1W8G89750159 TEENBLDR Oly 2 FROM ALS DrwNo 044.18 1207.16060 Truss Label. MV2 SN / WHK 02/13/2018 Loading Criteria (psf) TCLL- 2000 TCDL 1700 BCLL: 000 BCDL: 1000 Des Ld* 4700 NCBCLL 10.00 Soffit: 0.00 Load Duration 1 25 Spacing 24.0 " 0"4 12 1112X4 B 6 v 4X4(D1) N A 4 227' CD 1112X4 F 4. 4' Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category: It EXP C Mean Height 23 33 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 it GCpr 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. Snow Criteria (Pg,PI in PSF) DeflICSI Criteria Maximum Reactions (lbs), or'=PLF Pg NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf NA Ce: NA VERT(LL): NA D' 97 /22 /67 /- /15 /48.0 Lu NA Cs- NA VERT(TL) NA Wind reactions based on MWFRS Snow Duration- NA HORZ(LL): 0 003 C D Min Brg Width Req = - HORZ(TL) 0.008 C Bearing A is a rigid surface Code I Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI 0.237 Members not listed have forces less than 375# TPI Std 2014 Max BC CSI: 0.188 Rep Factors Used Yes Max Web CSI 0 089 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver. 17.02.01A.1115.21 res f *:* ATE b#Q is ••..._ ... 0 278%i.s NAL E_,s 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinqg shi ping installing.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) rb'r sa 6 ty practices prior to performing these functions. Installers shall provide temporarryy bract n per BCSI._ Unless noted olherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav a properly attach d ngqld celitn Locations shown for ermanent latgral restraint bf webs shall hav bracina Insl6lled r BC I sections 133, 7 or 870, as app icabte. Apply ?fates to each face ofPruss and position as shown above and on tfle Joint9Details, un ess noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions AI in a division of ITW Bt IIdd11nQQ om onents Group Ins shall not be responsible for anydeviation from this dr win ally failure to build the truss in ognf rmance with AN51lT I 1, r for handlirf shipping, installation and bracing f trussesA seal on th s dr wirf9 or cover page 2400 Lake Orange Or r listing this rawingg Indicates acceptance of pro'R' essionalg en IneeriI responsibilittyv sole )Y for the desf n shown. The suitability Suite 150andfiseothisDrawingforanystructureistheresponsibilityroftheBuildingDesigrSerperANSIITPI1Sc.2. For more information 300 this job's general notes page and these web sites' ALPINE: www aipmenw.com, TPI: www tpmst.org, SBCA www.sbundustry Com, ICC www rccsafe org_ _ Orlando FL, 32837 Job Number: N362189B I Ply 1 I SEON 48017 / T59 / VAL Cush R R8975 JRef, 1 WBG89750159 TEENBLDR Oly 2 FROM ALS DrwNo. 044 18 1207 16809 Truss Label: MVI SN / WHK 02/13/2018 12 6 F 7- 1112X4 B 4X4(D1) T A v 0 23'2" oua CD 1112X4 2' 2' 2' Loading Criteria (psi) TCLL. 20.00 TCDL 17.00 BCLL 000 BCDL 1000 Des Ld. 4700 NCBCLL 1000 Soffit 000 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 23 83 It 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 9 00 it 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 "l 3B" 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,PI in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl L/# Pf NA Ce NA VERT(LL) NA Lu. NA Cs NA VERT( L). NA Snow Duration. NA HORZ(LL): -0.000 C HORZ(rL): 0.001 C Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 042 TPI Sid: 2014 Max BC CSI: 0 045 Rep Factors Used Yes Max Web CSI 0 022 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02.01A 1115 21 C • 1 • 1. 7[ • 7li • o' • ATE •' Q ao NAL 02/13/201802/) 3/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottomr hord shall have a properly p r BG I sections B3, B7 or 910, in notetl otherwise Refer to Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /28 /60 /- /18 /24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# ompon nth GTg s iish 111 n nst IlaU pn end Ibraci^godeussesAir Balton thl wdr3wiXg oiliove builduge e ceptan e f pro esslonarr en meering responsibilittyv sole)Y >o the design shown. The suitabilityyspru'turegs pe responsibilityof the Building DesigrSer pe yANSIRPI 1 Seat. notes page and these web soles, ALPINE: www aipmeetw.com; TPI www tpinst org, SBCA www sbundustry.com. ICC www.imsale ALPINE w+mvcowm 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189BI Ply 1 I SEON 48008 / T12 / EJAC I Cusl. RR8975 JRef. 1W8G89750159 TEENBLDR Oly 7 FROM. ALS DnvNo: 044 18 1207 15809 Truss Label, EJ7 SN / WHK 02/13/2018 Loading Criteria (psf) TCLL 2000 TCDL' 17.00 BCLL 0.00 BCDL 1000 Des Lj7 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing, 24 0 " T 6-6 1 C 1, + 7 Wind Criteria Wind Sld ASCE 7.10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 19 it TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3 00 it Loc from endwall: not in 4 50 it 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 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 Provide (3) 0 131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria ft,Pf in PSF) Dell/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL). NA Lu NA Cs NA VERT(TL): NA Snow Duration NA HORZ(LL): -0.014 C HORZ(TL) 0 028 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.750 TPI Std 2014 Max BC CSI* 0.596 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 n 1L,0% VATE Of ; Q OR0.00"C 0 278 %H.S ONAL 02/13/2018 r 23'10"12 1--q7_ 0 20'1" 14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - /200 140 D 136 /14 /104 /- /- /15 C 250 / 170 /150 / - / • /15 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. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS auxe extreme care in fabricating, handhn99 shipping installing and bracin Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) roe sae I practices prior to perfo ming these functions. Installers shall provide temporary BCSI Unless noted olherwise,lop chord shall have proDperigY attached structural sheathing and bottom Nord shall have a prouerly id ceilinq Locations shown for ermanent lateral restraint i)f webs shall hav braano installed p r BC I sections 133, 137 or 970e._ Apply plates to each face. ofPtruss and position as shown above and on tI a aoinQDetails, un ess noted otherwise Refer to shall any failure to build the I or cover pa e n. The sui bility A IPLNE MIMC wNn 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number N3621898 TEENBLDR Truss Label- CJ5 Loading Criteria (ps0 TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soft 000 Load Duration 1.25 Spacing 24.0 " Ply 1 SEON* 47999 / T5 / JACK Cusl R R8975 JRer. 1 WBG89750159 Oty. 7 FROM ALS No 044.18 1207.16419 SN / WHK 02/13/2018 C 1, Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category' II EXP C Mean Height: 21 69 it TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 it 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 "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0 131"x3 0", min. toe -nails at bottom chord. Snow Criteria (Pg,P1 to PSF) Pg NA Ct. NA CAT. Ni PI NA Ce: NA Lu NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 61h 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 Udell U# VERT(LL)' NA VERT(TL) NA HORZ(LL). -0.006 C HORZ(TL)' 0 010 D Creep Factor 2 0 Max TC CSI: 0 489 Max BC CSI 0.306 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 a*: • 09: ATE 1 ••••....••• ao 28°NA EN,t 02/13/2018 I 22'10"12 u M ih 20'1"14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 / 108 /274 / - /147 /40 D 97 /10 /74 /• /- /15 C 174 /117 /103 /- /- /15 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 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shi ping Installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) safety practices prior to performing these functions Installers shall provide terhporanr bracing peQBCSI Unless noted olherwlse,l op chord shall have proper)y attached structural sheathing and bottom chord shall have a progeny attach gd rilttld cellln Locations shown for ermanent lateral restraint bf webs shall ham braacinccl1 Insl lled p r BC Issecllons B3, B7 or 810, as app Ica a Apply plates to each lace o truss and position as shown above and on t te JoinfDetails, unless noted otherwise Refer to ALPINEdrawings160A•Z for standard plate positions Alpine, a division of ITW Bullddl1'ng ompon ntS Group In shall not be respons)ble for any deviation from this Brewinq any (allure to build the MMC truss In conformance with AN51/T 1 1, or or handlirSg s ippinq, Installation and bracing of lrussesA Seal on this dr8wlllg or cover page, , 2400 Lake Orange DrIIthisdrawingindicattesacceptanceofproTessionarrenineering es onsibilittyv solely for the design shown. The suitablli Suite 150anduseofthisaiawing (or any structure is the responsibility of the Building Desigrier perANSIrrPI 1 Sec.2. ty For more information see thisjob's Aeneral notes page and these web sites ALPINE www al inenw com. TPI www 1pinst org, SBCA www sbcenduwy rqm, ICC www ,=ale org Orlando FL. 32837 Job Number: N362189BI Ply 1 I SEON 48001 / T7 / JACK I Cust• RR8975 JReI. 1W8G89750159 TEENBLDR Oly 7 FROM ALS DnvNo 044 18.1207 16059 Truss Label: CJ3 t SN / WHK 02/13/2018 Loading Criteria (psf) TCLL. 2000 TCDL 1700 BCLL: 000 BCDL: 1000 Des Ld: 47 00 NCBCLL 1000 Soffit. 0.00 Load Duration 1 25 Spacing 24 0 " T 6"6 i C 1 3' 3' Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP. C Mean Height 21 19 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 it Loc from endwall: Any GCpr 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 Provide (2) 0.131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord. 21'10"12 J o V M V 20'1"14 Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Pg NA Ct NA CAT. NA PP Deflection in lot Udell U# Pf NA Ce NA VERT(LL) NA Lu NA Cs' NA VERT(TL) NA Snow Duration NA HORZ(LL) -0001 C HORZ(TL) 0 001 C Code I Misc Criteria Creep Factor, 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 266 TPI Std 2014 Max BC CSI 0101 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 WARNING" READ AND FOLLOW AI IMPORTANT" FURNISH THIS DRAWING TO ALL C t •7— ATE y'°'Ss;0 E NO 278 ti' rwrwmrttww 02/132018 S DRAWING1 INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 245 /82 / 208 / - / 96 / 4.0 D 56 /4 /43 /- /- /1.5 C 97 /67 /54 /- /- /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 Members not listed have forces less than 375# Alpini;, a division of ITW BuildlnlqCComponQgntS8 Grppupp Incl. shall not be respponsible for any deviation from this dr winp any failure to build the truss in conformance with ANJIlfP1 1, or for handliri shipping, instpllatidn and bracing of trussesA seal on this dr3wirla or cover page, listing this drawing, indicates acceptance of pro0'essiona0 en ineerin9 responsibilittyv sole for the des n sho Qn. The suitability and use of this rawing for any structure is the responsibility of the building DesigiSer perANSlffPI 1 S$c.2. 1141161116, ALPINE mmvcowNn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label. CJI Ir 6"6 I f Ply 1 I SEON 48003 / T8 / JACK I Cusl R R8975 JRef 1 WBG89750159 Oty 15 FROM ALS DrwNo 044 18 1207 16747 SN / WHK 02/13/2018 12 6 C T T 20'10"12 CD o M 20'1"14 Q i ATE ; 0,;,.•F4 0R,pp,.., ao 278 009 S/ONA twrnutwu`u 02/13/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 181 /71 /172 /• /47 /4.0 D 14 /5 /14 /- /- /15 C -6 /22 /18 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# quire extreme care in fabrrlcatin, handlin shippm installing and bracing.. Refer to and follow the latest edition of BCSI (Budding t Safety Information, by TPI an SBCA) for safety ractices prior to performing these functions. Installers shall provide temporarySCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a prover Id cellln Locations shown for ermanent lateral restraint bf webs shall have bracin installed per BCI secilons 83, 137 or B10yPie _ Appy, plates to each face of truss and position as shown above and on the aoln>9Detalls, unless noted otherwise. Refer to any from this drawin an failure to build the seal on this dr wiXgg or cover page , ANSthe design 2hovirn. The suiTabllity AL611L4 111, PINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 1' 1' 1' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT' NA PP Deflection in loc Udefl U# TCDL 1700 Speed 150 mph Pf NA Ce: NA VERT(LL). NA BCLL 000 Enclosure Closed Lu NA Cs, NA VERT(TL). NA BCDL 1000 Risk Category II Snow Duration- NA HORZ(LL): •0 000 C Des Ld7 47 00 EXP C HORZ(fL): 0 001 C Code / Misc CriteriaNCBCLL1000 Mean Height. 20 69111 7CDL. 4.2 psf Creep Factor. 2.0 Soffit: 0.00 BCDL 5 0 psf Bldg Code. FBC 61h.ed 201 Max TC CSI 0 183 Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0 020 Spacing 24.0 " C&C Dist a. 3 00 it 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): VIEW Ver 17.02.01 A. 1115 21WindDuration160WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 Provide (2) 0.131"x3 0", min toenails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Q i ATE ; 0,;,.•F4 0R,pp,.., ao 278 009 S/ONA twrnutwu`u 02/13/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 181 /71 /172 /• /47 /4.0 D 14 /5 /14 /- /- /15 C -6 /22 /18 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# quire extreme care in fabrrlcatin, handlin shippm installing and bracing.. Refer to and follow the latest edition of BCSI (Budding t Safety Information, by TPI an SBCA) for safety ractices prior to performing these functions. Installers shall provide temporarySCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a prover Id cellln Locations shown for ermanent lateral restraint bf webs shall have bracin installed per BCI secilons 83, 137 or B10yPie _ Appy, plates to each face of truss and position as shown above and on the aoln>9Detalls, unless noted otherwise. Refer to any from this drawin an failure to build the seal on this dr wiXgg or cover page , ANSthe design 2hovirn. The suiTabllity AL611L4 111, PINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189BI Ply 1 I SEON 48010 / T6 / HIP_ I Cust. R R8975 JRef. 1 W8G89750159 TEENBLDR Oly 3 FROM ALS DrwNo 044 18.1207 16200 Truss Label: HJ7 SN / WHK 02/13/2018 Loading Criteria (psr) TCLL' 20.00 TCDL 17.00 BCLL 0.00 BCDL. 10.00 Des Ld 47 00 NCBCLL 000 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 5'1"15 9110"1 f" '{ 5.1,.15 "} — 4'8"2 FBI 1'S" 5'0"3 4,2,2 l 7"1? 50"3 9'2"4 9'10'1 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP C Mean Height: 22 18 it 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: 160 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 "ll 3B" 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 Additional Notes Provide (3) 0 131"x3.0", min. toe -nails at top chord Provide hanger or special connection at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT W PI NA Ce, NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s). WAVE 23'10"5 n i7O 20'1"14 Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL VERT(LL): 0.034 G 999 360 B 501 / 241- VERT(TL): 0 132 G 999 240 E 414 /95- HORZ(LL) 0 007 F - D 327 /209 / • / - / - HORZ(TL) 0 018 F Wind reactions based on MWFRS Creep Factor: 2 0 B Min Brg Width Req = 1.5 Max TC CSI. 0.893 E Min Brg Width Req = - Max BC CSI, 0 779 D Min Brg Width Req = - Max Web CSI: 0 395 Bearing B is a rigid surface. W 49 1.5 15 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 17.02 01A.1115 21 Chords Tens Comp. B - C 336 -835 Sg 1ATE : ao z78,,, sS/pNA V H"wwtnanwuuj° 02/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - G 760 -302 G - F 754 -305 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 339 -835 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handlingg shippin installing and bracing Refer to and follow the latest edition of BCSI (Building I Safety Information, byY TPI an SBCA) tbi sa E ractices prior to performing these functions Installers shall provide temporary SCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom ghord $hall hav a properly Id ceiling9 Locations shown forDermanent latgral restraint bf webs shall hav br88gngg mslalled per BC51 clions 83, 7 or 810, le._ Appiy plates to each face of truss and position as shown above and on t ie Join Details. unless note otherwise Refer to of ITW Build11n ompon nts Group InC shalt not be response le for any deviation from this drffwin9 anY failure to build the nce with ANSI 1 1, or (nor handhrfp shippmq, mstallabdn an bracing gf,lrussesA eal on thl; drawirlq or cover page , Ing, indicates acceptance of Rro esslona eng neerin.9 Mgponsiblhty solely_ or the des„ gn shoWn. The suithbibty notes page and these web sites ALPINE. www alpineft com; TPP www tpinst org, SBCA www sbundustry com, ICC www ALPINENE mmvcowwry 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply. 1 SEON. 48049 / T43 / EJAC Cust RR8975 JRef 1W8G89750159 TEENBLDR Oly 3 FROM. ALS DrwNo 044 18 1207 15498 Truss Label. EJ7A SN / WHK 02/13/2018 Loading Criteria (psf) TCLL 2000 TCDL' 17.00 BCLL: 0.00 BCDL' 1000 Des LcF 47 00 NCBCLL: 10.00 Soffit 0.00 Load Duration. 1.25 Spacing' 24.0 " B 23'10"12 4X4(Bl) Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category II EXP' C Mean Height 22 44 R TCDL 4.2 psf BCDL. 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3 00 It Loc from endwall not in 4 50 H 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 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3 0", min toe -nails at top Chord. Provide hanger or special connection at bottom chord C 7- T 7'1"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cl, NA CAT: NA PP Deflection in loc Udefl U# PL NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration. NA HORZ(LL) -0 016 C HORZ(TL). 0 033 C Code / Misc Criteria Creep Factor' 2 0 Bldg Code, FBC 6th ed 201 Max TC CSI: 0.780 TPI Std 2014 Max BC CSI 0.618 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 00.11 o. 648 • ATE ; 9p,,•F4 OR`pP,` .r 1Y0 278 ` W+wI luill, 02/13/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 343 / 93 1252 / - /176 /15 C 138 /19 /109 /- /- /15 B 255 /`173 /156 / - / - /15 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handling shi ping installing.and bracing. Refer to and follow the latest edition of BCSI (Budding Component Safety Information, by TPI and SBCA) f$h sa%ry practices prior to perfo ming these functions. Installers shall provide terhporarryy brae ng er BCSt., Unless noted otherwise,top chord shall have propel attached structural sheathing and bon2m Nord shall have a properlyaitacherlggldceilinLocationsshownforermanentlateralrestraintelwebsshallhavbr88cinginstalledprBCIsectionsl}3, B7 or BtO, as app cattle. Apply mates to each face ofptruss and position as shown above and on tfle JoinfDetails, unless notetl otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW BU1rild'n3g omponents Grqup InC shall not be responsible for any deviation from this drawing arty failure to build the ,,,,r,,,,ro w, truss in nformance with ANI!! 11, or for handllrfp shipping, Installation and bracing of,lrussesA seal on ihl; dr8wirfg or cover page , , 2400 Lake Orange DrlistinthisdrawingindicatesacceptanceipproTessionareenIneeringresonsibilitt soleiY for the desl n shown. The sui bili Suite 150anduseofthisthawingforanystructureismeresponsibilityoftheBuildingDesigiSerperANSIITPI1S$c.2. For more mfMmabon see this ob's eneral notes a e and these web sues ALPINE www al menw Com, TPI www 1 m5I O< .SBCA www SbGndus tom, ICC www iccsale org Orlando FL. 32837 Job Number: N362189B TEENBLDR Truss Label: EJ5B Loading Criteria (psr) TCLL: 20.00 TCDL 1700 BCLL 000 BCDL' 1000 Des Ld. 47 00 NCBCLL: 1000 Soffit 000 Load Duration 1 25 Spacing: 24.0 " PN 1 SEON 24643 / T27 /EJAC I Cusl RR8975JRe1 1W8G89750159 Oty 2 FROM JJP DrwNo 044 18 1207.15247 SN / DF 02/13/2018 C 4X4(13,) Wind Criteria WindStd ASCE 7-10 Speed: 150 mph Enclosure Part Enc Risk Category II EXP C Mean Height: 15.00 it TCDL 4 2 psi BCDL 5 0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3 00 it Loc from endwall: Any GCpi: 0.55 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 Provide (2) 0 131"x3.0'•, min. toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 6' 6' Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL). NA Lu NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL) -0 010 C HORZ(TL) 0.019 D Code / Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 957 TPI Std' 2014 Max BC CSI 0.456 Rep Factors Used. Yes Max Web CSI 0 000 FT/RT.20(0)/10(0) Plate Type(s). WAVE VIEW Ver 17.02 02A 1213 21 848 ATEORQ Q s ....... v s/ONAk- 0 278 r` rnrrwtuu+a' 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 384 / 137 / 365 / - /133 /80 D 117 /58 /139 /- /- /15 C 210 /107 /137 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D Min Brg Width Req = - C Min Big 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 DRAWING1 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 (BuildingtSafetyInformation, by TPI an SBCA) rD sa ery practices poor to performing these functions. Installers shall provide temporary BCSI .Unless noted o erwise,top chord shall have properly attached structural sheathing and bottQm Milord shall hav a proper y I id ceiling LOCations shown for ermanent lateral restraint hf w8bs shall have bracing installed p r BCSI sections 83, 7 or 1310, e. ADDTV Dtfates to each face of truss and Dosition as shown above and on the aoingDetails. unless not otherwise Refer to any failure to build the I or cover pa e n. The sui bility ALPINE m inV CCM 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N3621898I Pry 1 SEON 48005 / T24 / EJAC I Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oty 5 FROM. ALS DrwNo: 044 18 1207 16482 Truss Label: EJ2 SN / WHK 02/13/2018 Loading Criteria (psf) TCLL. 2000 TCDL: 1700 BCLL 000 BCDL. 10.00 Des Ld 47 00 NCBCLL. 10.00 Soffit. 000 Load Duration, 1 25 Spacing 24 0 " 12 C 21'4" C:) 6to M r 4 6"6 A 20'1"14 D 1 Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category II EXP. C Mean Height 20 91 it TCDL 4 2 last 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. Additional Notes Provide (2) 0.131'x3 0", min toe -nails at top chord Provide (2) 0 131'x3 0", min. toe -nails at bottom chord. IMPORTANT" FURNISH THIS any 4X4(61) 1110,18 1'10"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Cl. NA CAT. NA PP Deflection in loc UdeO U# Pf NA Ce NA VERT(LL) NA Lu NA Cs' NA VERT(TL) NA Snow Duration NA HORZ(LL) -0000 C HORZ(TL) 0 000 C Code / Misc Criteria Creep Factor, 2 0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.183 TPI Std 2014 Max BC CSI 0.031 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 VATEORQ Q cc, 0 278 SS ONAL V, ;e 02/13/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /4.0 D 33 /3 /27 /- /- /1.5 C 47 /36 /20 /- /- /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 Members not listed have forces less than 375# ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing Refer to and follow the latest edition of BCSI (Building radices prior to performing these functions Installers shall provide temporary e properly attached structural sheathing and bottomr hord shall have a properly estramt bf webs shall hav braaGn99 ins1811ed p r BC Is cbons B3, B7 or 1310, as shown above and on the JoinrDetails. un less noted otherwise. Refer to failure to build the I or cover pa e , n. The sui bfllty ALPINE ONIANI 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N362189B I Ply. 1 I SEON. 48051 / T74 / JACK Cusl R R8975 JRef 1 WBG89750159 TEENBLDR Oly 1 FROM ALS DrwNo 044 18 1207 16294 Truss Label: CJ5A SN / WHK 02/13/2018 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL 0.00 BCDL. 10.00 Des Ld. 47.00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing: 24.0 ” B 4X4(B1) 2 -i8 5' i T 5'1„8 'T Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category, II EXP C Mean Height: 21.94 R TCDL 4 2 psi BCDL' 5 0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a 3.00 It Loc from endwall: not in 4 50 tt 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 N2 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. Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (3) 0.131"x3 0", min. toe -nails at bottom chord Snow Criteria ft.Pf in PSF) Pg NA Ct: NA CAT, W Pf NA Ce NA Lu. NA Cs: NA Snow Duration: NA Code / Mist: Criteria Bldg Code FBC 61h ed 201 TPI Std. 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 22'10"12 m 97 0 ih 20'1"14 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL): •0 007 C HORZ(TL)' 0 014 C Creep Factor, 2 0 Max TC CSI: 0.526 Max BC CSI 0 327 Max Web CSI 0.000 VIEW Ver 17 02 01A 1115 21 S ATE F a0 278 NAL 02/13/201802/13/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 245 /63 /180 / - /123 /15 C 100 /14 /79 /- /- /1.5 B 180 /121 /110 /• /• /15 Wind reactions based on MWFRS Members not listed have forces less than 3751/ IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fapricatins, handling, shipping, installing, and bracing. _ Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) fb sashipping, practices prior to performing these functions Installers shall provide temporary BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom ghord Shall have a properly id ceiling Locations shown for ermanent lateral restraint bf webs shall haw bracing installed per BCSI secoons B3, B7 or 810iteApplyplatestoeachface. of truss and position as shown above and on tfie aoingDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions wsion of ITW Buildm ompon nts Grpup In shall not be responsible for any deviation from this drewm any failure to build theiformancewithANSI11, or or handlirfst shipping, Inst Ilati pn and bracin of trussesA seal on this dr wii5 or cover page drawing indicates acceptance of proTessionaf en neering responsibility sole) for the design shoNn. The suitability N this Drawing for any structure is the responsibilit? of the Building Desigrfer per`ANSI/TPI 1 S6c.2. ALPINE W "WCaanu+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label: CJSB Loading Criteria (psf) TCLL 20.00 TCDL. 1700 BCLL 0.00 BCDL 10.00 Des Ld. 47.00 NCBCLL' 10 00 Soffit 000 Load Duration 1 25 Spacing: 24.0 " Ply 1 SEON: 24646 / T23 /JACK Cush R R8975 JRef 1 W8G89750159 Oly 2 FROM JJP DrwNo: 044 18 1207 15356 SN / DF 02/13/2018 C 12'0"14 4X4(B1) 5' 1 5' Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Part Enc Risk Category II EXP' C Mean Height 15.00 If 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 55 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 Provide (2) 0.131"x3 0", min toe -nails at lop chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg' NA Cl NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W PI NA Ce: NA VERT(LL): NA B 337 /119 /321 / • 1114 8.0 Lu NA Cs NA VERT(TL)' NA D 97 /47 /115 / - / . 1 5 Snow Duration NA HORZ(LL) -0 006 C C 174 /89 /112 / - /. 1 5 HORZ(TL) 0 010 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.703 D Min Brg Width Req = - TPI Std 2014 Max BC CSI: 0.311 C Min Brg Width Req = - Rep Factors Used Yes Max Web CSI: 0.000 Bearing B is a rigid surface Bearing B requires a seat plateFT/RT 20(0)/10(0) Plate Type(s)' Members not listed have forces less than 37511 WAVE VIEW Ver: 17.02 02A 1213.21 a Ji ATE • Q 0 278 NA 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in faMcatinq, ha dl* shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building if Safety Information, by I PI an SEA) '% safey ractices prior to performing these functions Installers shall provide temporary r BCSI . Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyy aid ceilin Locations shown for ermanent lateral restraint bf webs shall hay brecirn installed p r SCSI sections 133, 137 or 910, sle. Appy plates to each face. ofptruss and position as shown above and on tI a JointgDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions of TVI 1, or for r acceptance any sructure from this drpwin an failure to build the 1 seal on this dr wiX9 or cover page r for the design shown. The suibility ANSUTPI 1 Sec.2. A IPLNE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B I Ply. 1 I SEON. 48053 / T15 /JACK I Cusi. R R8975 JRef 1 W8G89750159 TEENBLDR Oly 1 FROM ALS DrwNo. 044 18.1207 15920 Truss Label: CJ3A SN / WHK 02/13/2018 Loading Criteria (psq TCLL' 20.00 TCDL' 17.00 BCLL. 0.00 BCDL. 10.00 Des Ld 47.00 NCBCLL: 1000 Soffit' 0.00 Load Duration. 1 25 Spacing' 24.0 " T 6"6 1 Wind Criteria Wind Std. ASCE 7.10 Speed. 150 mph Enclosure: Closed Risk Category II EXP. C Mean Height 21.44 it 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. Additional Notes Provide (2) 0.131"x3.0 min. toe -nails at top chord Provide (2) 0 131"x3 0", min. toe -nails at bottom chord 12 B c 4X4(B1) 3' —{ 14 3' l 18 3'1"8 21'10"12 tD O N 20'1"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Cf. NA CAT. NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0 002 C HORZ(TL) 0.003 C Code / Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI 0 293 TPI Std: 2014 Max BC CSI 0.131 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 LS TATE OF O Fs ..*was** 1J02780'1i ir/ ONAL Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W A 147 / 34 /108 / - /72 /1.5 C 60 /8 /47 /- /- /15 B 109 /73 /67 /- /- /1.5 Wind reactions based on MWFRS Members not listed have forces less than 375# 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricating h nd!ingg shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building d S fety Information, by_ TPI and SCA) tb) sa ety racbces prior to performing these functions Installers shall provide temporarBSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y 5gid ceiling Locations shown for ermanent lateral restraint Of webs shall have br8Gn9 inslalled p r BC I sections B3, B7 or 810, e._ AQpYj plates to each face opitruss and position as shown above and on the oin[gDetails. ungess noteu otherwise. Refer to a division of rt NI 1, or for r acceptance any sructure shall failure to build the I or cover pae . . n. The sui brlrty ALPINE HmvcowNav 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N362189B Ply 1 SEON 24648 / T25 / JACK Cusl• R R8975 JRef 1 W8G89750159 TEENBLDR Ory. 2 FROM JJP Dnallo 044 18 1207 14919 Truss Label: CJ38 __ _ _ _ _ _ SN / DF 02/13/2018 Loading Criteria (psf) TCLL' 2000 TCDL 17.00 BCLL 000 BCDL' 1000 Des Ld: 47.00 NCBCLL. 1000 Soffit 000 Load Duration: 1.25 Spacing 24 0 " C 1211'0"14 6 - t$_ m o U') B N ih T N T e"6 A 9,4„ D 3' 1' 3' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Part Enc Risk Category II EXP C Mean Height 15 00 It TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 It Loc from endwall Any GCpi 0 55 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 Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,PI to PSF) Defl/CSI Criteria Pg' NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL) NA Lu NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL) -0001 C HORZ(TL): 0 001 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI 0.250 TPI Std 2014 Max BC CSI' 0 101 Rep Factors Used Yes Max Web CSI 0 000 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02.02A 1213 21 S ON•'J k I1t ; ylr ATE y.c •• .. O R\V *: e. 0 278 i'' i..._ •NALSSONAI. V,' 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 85 /236 / - /75 /8.0 D 56 /27 /67 /- /- /15 C 97 /51 /59 /- /- /15 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# quare extreme care in fa¢fncabng, handling, shlpptn installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, byY I PI an SBCA) Ib saffety ractices prior to performing these functions Installers shall provide temporary. B SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Nord shall hav a properly I Id cellln Locations shown for permanent lateral restraint bf webs shall hav bracing mslalled p r BCI seCoons 83, 7 or 1310, e. Applgy plates to each lace otruss and positron as shown above and on ihe aomoDetalls, unless noted otherwise Refer to 60 for standard plate positions a division of it rl 1, or for r acceptance any sructure mformaeon see this shall not be responsible for TPI www his drawing ar failure to build the on this drawi I or cover page ie design shown. The suitability ALPINENE wmvCO>wMm' 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number N362189BI Ply 1 SEON 48056 / Ti / JACK Cust R R8975 JRef 1 W8G89750159 TEENBLDR Oly 1 FROM ALS DrwNo 044 18 1207 16716 Truss Label, CAA SN / WHK 02/13/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 0.00 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 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 20 94 it TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 H 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 Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 12 6 B 20'10"12 A o I _ tO 20'1"14 C 4X4(B1) Snow Criteria (Pg.Pt in PSF) Pg NA Cl NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code I 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 DeflICSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL). -0.000 C HORZ(TL) 0 000 C Creep Factor 2 0 Max TC CSI. 0 031 Max BC CSI 0 012 Max Web CSI. 0 000 VIEW Ver. 17.02.01A.1115.21 eIs J ATE ORVOP,` . r 0 27sNAI E•r Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 49 /7 /35 /- /22 /15 C 20 /3 /16 /- /- /15 B 37 /25 /23 /- /- /15 Wind reactions based on MWFRS Members not listed have forces less than 375# 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabncabn , handling,shi pin installing and bracing.. Refer to and follow the latest edition of BCSI (Buildingquire Information, by TPI an SBCA) fsates racbces prior to performing these functions Installers shall provide temporary) r BCSI Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom Chord shall have a proper y gid ceiling Locations shown for permanent lateral restraint bf webs shall hav braacingq Inslalled p r BCSI sections 133, 137 or 810, fie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to 60A -Z for standard plate positions a division of Ss in conformance wtin AN51/l NI 1, or for nt ing this drawin indicates acceptance cIuseofthis rawing for any structure 1 more information see this job's general notes page and shall not be responsible for saes any deviation from this drBwin an failure to build the i of,trussesA seal on this drowiX or cover page , . sibili% solel r for the desi n shown. The suitability esig er pe ANSIfrPI 1 5$c.2. TPI www tpinst org, SBCA www sbonduslry com, ICC www imsele NALALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N362189B ( Ply 1 I SEON 24650 / T26 /JACK SN Cust R R8975 JRel: 1W8G89750159 TEENBLDR Oly 2 FROM. JJP DrwNo. 044 18 1207 15216 Truss Label, CJ1B / DF 02/13/2018 T 6"6 12 6 C 4X4(61) j' 10'0"14 QD 0 ih 9i4ii 1' 1' -111i Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria TCLL: 2000 Wind Std ASCE 7.10 Pg NA Ct: NA CAT. NA PP Deflection in loc Udell Ul TCDL: 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA BCLL 0.00 Enclosure, Part Enc. Lu: NA Cs NA VERT(TL) NA BCDL 1000 Risk Category. II Snow Duration NA HORZ(LL). -0 000 C Des Ld. 47 00 EXP C HORZ(TL) 0 001 C Code 1 Misc CriteriaNCBCLL1000 Mean Height. 15.00 ft TCDL' 4.2 psf Creep Factor, 2 0 Soffit 000 BCDL 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.170 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0020 Spacing: 24.0 " C&C Dist a 3 00 it Rep Factors Used: Yes Max Web CSI. 0.000 Loc. from endwall. Any FT/RT 20(0)/10(0) GCpi 0 55 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration: 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0 131 "x3 0", min toe -nails at bottom chord. Owe JY` d' • ATE ' NO 278NAi. 02/13/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom chord shall have a properly mper BCSI secbons B3, B7 or 910 ess noted otherwise. Reter to any Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 181 /65 /179 /- /37 /80 D 14 /13 /22 /- /- /15 C -6 /21 /17 I- /- /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 3751f failure to build the I or cover pa e n. The sui bility 1.411611.11 . ALPINE r+MCo>Aw+v 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N362189B TEENBLDR Truss Label: HJ7A Loading Criteria (pst) TCLL 2000 TCDL' 17.00 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL: 0.00 Soffit 000 Load Duration: 1.25 Spacing 24 0 " r 68 5'1"15 5'1"l 5 Py. 1I SEON 48012 / T9 / HIP_ I Cusl• R R8975 JRef 1 WBG89750159 Oly: 1 FROM ALS DrwNo 044.18.1207 16075 SN / WHK 02/13/2018 9'10"1 4'8"2 4X4(81) Wind Criteria Wind Std. ASCE 7.10 Speed 150 mph Enclosure: Closed Risk Category II EXP* C Mean Height 22 43 it TCDL 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3 00 it 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 20 SP #2 N Webs 20 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 Additional Notes Provide (3) 0.131"x3 0", min toe -nails at top chord Provide hanger or special connection at bottom chord 5'0"3 4'2" 2 7"12 5'0"3 9'24 9'10'1 Snow Criteria (Pg,P1 in PSF) Pg. NA Cl: 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 No FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL)' 0.032 F 999 360 VERT(TL) 0126 F 999 240 HORZ(LL) 0 007 E - HORZ(TL) 0.017 E Creep Factor 2.0 Max TC CSI 0 868 Max BC CSI. 0 804 Max Web CSI 0 419 VIEW Ver 17 02 01A 1115 21 e' ATE Ir ao 278'z.,,sS/ONAt li_*23'10"5 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /• /• /• /4.9 D 431 /108 /- /- /- /15 C 323 /207 / - / - / - /1 5 Wind reactions based on MWFRS A Min Big Width Req = 1 5 D Min Big Width Req = - C Min Big 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 A - B 371 -878 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp A - F 807 -339 F - E 799 -342 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B • E 379 •886 02/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling9 shi ping installing and braGng Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) roF sa ery practices prior to performing these functions Installers shall provide temporary bracinggg Der BGSI Unless noted o envise,top chord shall have properly attached structural sheathing and bottom Nord shall have a proper y attach@tl n tid ceilin Locations shown for permanent lai ral restraint bf webs shall hays brawn installed p r BCI sections B3, B7 or 810, as applicable Applj prates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to drawings 160A•Z for standard plate positions AlDine. a division of ITW Buildina Components GrouD Inc. shall not be responsible for anv deviation from this drawino.anv failure to build the any I or cover page n. The sui9bility ALP NIE N+mvcoMwtt 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N362189B I Ply: 1 I SEON• 24652 / T31 / HIP_ Cust R R8975 JRe1 1 W8G89750159 TEENBLDR Gly 1 FROM JJP DrwNo 044 18 1207 14872 Truss Label: HJ5B _ SN / DF _ 02/13/2018_ 5'0"l 5 815"1 5'0"l 5 3,4"2 -- 4X4(B1) f-- 1'5" 7'4"6 1'0"11 iA 7'4"6 8'5"l Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 2000 Wmd Std ASCE 7-10 Pg NA Ct NA CAT: W TCDL 1700 Speed 150 mph Pf NA Ce NA BCLL: 000 Enclosure Part Enc Lu NA Cs: NA BCDL. 1000 Risk Category II Snow Duration: NA Des Ld 47 00 EXP C Code / Misc CriteriaNCBCLL000 Mean Height 15 00 H TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Spacing. 24.0 " C&C Dist a 3 00 It Rep Factors Used. No Loc from endwall NA FT/RT.20(0)/10(0) GCpi 0 55 Plate Type(s) Wind Duration 1 60 WAVE 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 Hlpjack supports 5-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (3) 0.131"x3 0", min. toe -nails at bottom chord Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 071 F 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 359 / 192 / - / - / - /106 VERT(TL) 0 273 F 581 240 E 328 /107 / - to to /15 HORZ(LL) 0 019 C - D 211 /144 / - /- /- /15 HORZ(TL)- 0 045 C Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1.5 Max TC CSI 0 410 E Min Brg Width Req = - Max SC CSI. 0.808 D Min Brg Width Req = - Max Web CSI. 0 335 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) VIEW Ver 17 02 02A 1213 21 Z i r • AT IE 0 278''•4sS/pNAI. ENS 02/13/2018 Chords Tens Comp B - C 264 -396 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 295 -430 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinqg shi ping instilling.and bracing Refer to and follow the latest edition of SCSI (BuildingISfetyInformation, by TPI an SBCA) ray sa ety practices pnor to perfoming these functions. Installers shall provide temporary BeSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Nord shall havg a proper y I Id ceilingLocations shown for ermanent lateral restraint bf webs shall hav braawn inslalled p r BC I sections 63, 137 or 810, e Apply plates to each face. ofttruss and position as shown above and on it a Joint9Details, unless notetl otherwise Refer to 60A -Z for standard plate positions a division of ss In conformance with ANbIn w 1, or for ni Un this drawing indicates acceptance < I Use of this cawing for any structure more information see this lob's general notes page and shall not be responsible for his drpwin an failure to build the on this dr wiXqq or cover pagge , ie design shovTn. The suiCabtlrty TPP www Ipmst org, SBCA. www sbundustry com; ICC www ALPINE M+m+COwAM' 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number, N362189B I Ply 1 I SEON 48014 / T22 / HIP_ I Cust RR8975 JRef 1W8G89750159 TEENBLDR Oly 2 FROM ALS DrwNo 044.18 1207 16450 Truss Label: HJ2 SN / WHK 02/13/2018 T i Loading Criteria (psf) TCLL. 2000 TCDL 1700 BCLL- 000 BCDL 1000 Des Ld 47 00 NCBCLL 000 Soffit. 0.00 Load Duration 1 25 Spacing 24 0 " 12 C4.24 F 1 4X4(61) 2 1'5" 27'1 27'1 Wind Criteria WindStd ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height 20 90 ft TCDL: 4.2 psi 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 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0 131'x3 0", min toe -nails at top chord Provide (2) 0 131'x3 0", min toe -nails at bottom chord 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 61h 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 Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0 001 D HORZ(TL) 0 001 D Creep Factor 2 0 Max TC CSI 0 161 Max BC CSI 0038 Max Web CSI 0.000 VIEW Ver 17 02 01A 1115 21 C O. btKt$ ATE ; r ao 27 02/13/2018 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL /W B 118 /70 /- /- /- /49 D 3 /- /8 /- /- /1.5 C 16 /8 /- /- /• /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. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping installing and bracm Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI an SBCA) ror safety practices prior to perio ming these functions Installers shall provide temporary) r BCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord $hall have a pro2er y aid cellin Locations shown forpermanent latgral restraint bf webs shall have bracing9 installed per SCSI s6coons 133, 137 or 810, fie Appy plates to each face, of truss and position as shown above and on the Join`Details, unless noted otherwise. Refer to 60A•Z for standard plate positions a division of l pi 1, or for r acceptance any structure more information see not be responsible for his ftwin an failure to build the on thig dr wiXq or cover page Le design shown. The suitability TPI www Ipmst org. SBCA www sbandustry cont. ICC www ALPINENE M"COwNry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N3621898 I Ply. 1 I SEON 48037 / T68 / EJAC I Cust R R8975 JRef 1 WSG89750159 TEENBLDR Oty. 2 FROM. ALS DrwNo 044 18 1207 15779 Truss Label: EJ7T SN / WHK 02/13/2018 A 2,4., 4,$„ 2'4" 7' Loading Criteria (pst) 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 VERT(TL): 0.465 F 282 240 EXP C Des Lc 47 00 Mean Height 22 19 K NCBCLL 1000 TCDL' 4 2 psf Soffit 000 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 Max TC CSI 0.797 Loc. from endwall not in 4 50 H TPI Std: 2014 GCpi: 0 18 D Min Brg Width Req = - 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 Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3 0", min toe -nails at bottom chord. IMPORTANT" FURNISH THIS 1 any 23'10"12 v go C7 T T 21'1"14 FO T 20'1"14 Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.127 F 651 360 B 432 /138 /344 / - 1200 /40 Lu NA Cs NA VERT(TL): 0.465 F 282 240 E 142 /41 /117 / - / - /1.5 Snow Duration NA HORZ(LL): -0.051 G - D 220 /144 /138 / - / - /1.5 HORZ(TL) 0 116 G Wind reactions based on MWFRS Code / Misc Criteria Creep Factor, 2 0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 201 Max TC CSI 0.797 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI 0 808 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSP 0 251 Bearing B is a rigid surface FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02 01A 1115 21 Ll o ATE is •........ 02/13/2018 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp B - C 110 -420 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - F 529 -582 G - F 454 -397 TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping installing and brawn Refer to and follow the latest edition of BCSI (Building ty practices pnor to performing these functions. Installers shall provide temporary lave property attached structural sheathing and bottom hord shall have a properlyralrestraintelw8bsshallhavebracinginstalledperBCIsections133, B7 or 810, lion as shown above and on the ointgDetails, unless noted otherwise Refer to shall not be respponsi le for any deviation from this drawingq an g( allure to build the ppmq, mstpllabdn an bracing q(trussesA seat on this drawl W or cover pageonaenmeedresponsibilittyvsole )y for the design sho n. The sui bilityonsibilityoftheBuildingDesigiSerpeyANSIrrPI1Sec.2. es ALPINE www aipinedw corn; TPP www tpinst org; SECA www sbundustry com; ICC: www iccsale ALPINE mr"'co ru« 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N362189B I Ply 1 SEON. 48039 / T72 / JACK Cust RR8975 JRef IWBG89750159 TEENBLDR Oly 4 FROM. ALS DrwNo 044 18 1207 16170 Truss Label: CJ5T SN / WHK 02/13/2018 C Loading Criteria (psf) TCLL: 20.00 TCDL 1700 BCLL: 000 BCDL: 1000 Des Ld: 47 00 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing' 24.0 " 4X4(B1) 1' 2,4„ I 2.8., ' l 2'4" 5' Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category- II EXP C Mean Height. 21 69 it TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 it Loc. from endwall. not in 4.50 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set. 138 (Effective 6/1/2013) Top chord 20 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 Provide (2) 0 131"x3 0", min toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,P1 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 Udell L/# VERT(LL)' -0 060 F 990 360 VERT(TL) 0 202 F 459 240 HORZ(LL) -0 036 G - - HORZ(TL)' 0.073 G Creep Factor 2 0 Max TC CSI 0 518 Max BC CSI. 0.226 Max Web CSI 0 221 VIEW Ver 17.02 01A.1115 21 o. 648 • tit • s,p•; ATE 9p•.••FL OR,pPe.•;k,. 1 0278 *%%,,,ONAtto,,VP 02/13/2018 22'10"12 T OD O M \ 21'1"14 Co -{ ll/—)- T20'1"14 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 337 / 108 /274 / - /147 /40 E 83 /16 /66 /- /- /1.5 D 173 /111 /111/- /• /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B 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 fa eating, h ndlin9g shipping, installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY PI an 'SE CA) fi5 safety practices prior to performing these functions Installers shall provide terhporarrvy bracing per BCSI., Unless noted olherwtse,top chord shall have property attached structural sheathing and bottom 4hord shall have a property attachBG rigid ceilln Locations shown for ermanent lateral restraint bl webs shall hav br0cing Installed per BC51 sections B3, B7 or 810, as appllcal e. Apply plates to each lace optruss and position as shown above and on tfle Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW B1rlldln om pon ntsGr,Zlure to build the m„ trusInCpnfprmance with ANSI1,ororhandl) q shipping, Installation and bracln of trussesA Seat on this dr8wi q orcoverpa e,,2400 Lake OrangeDr. listig thisdrawing indicatesceptance of proTesslonar en ineerinq responsibility solfor the design shown. The suitability Suite t50anduseothisrowingforystructureistheresponsibilitoftheBuildingDesigerpeANSIITPI1Sec.2. For more information see this job's general notes page and these web sites. ALPINE www alpmenw.com. TPI www tpinst org, SBCA www sbeindus" Com; ICC' www WxAale org_ __ Orlando FL, 32837 Job Number: N362189B TEENBLDR Truss Label: CJ3T SO 2.4.. 2'4" 3' o N Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria T 6"6 A Ply 7 SEON 48041 / T61 /JACK Cust: RR8975 JRet 1W8G89750159 Oly 4 FROM ALS DrwNo 044 18 1207 16325 SN / WHK 02/13/2018 D 12 - 2X 2X4 +21'10"12 O In 21'1"14 SO B E M N 20'1"14 GF 1112X4 4X4(B1) 1' 2.4.. 2'4" 3' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-10 Pg NA Cl NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W TCDL 1700 Speed: 150 mph Pf: NA Ce NA VERT(LL). -0 008 G 999 360 B 245 / 82 /208 /96 140 BCLL 000 Enclosure Closed Lu NA Cs: NA VERT: TL 0 025 G 999 240VERT(TL): E 43 / 10 / 32 / - / - 15 Risk Cate IIBCDL- 10 00 gory Snow Duration: NA HORZ(LL): -0.006 G - D 97 /60 /62 / - / - 1.5 Des Ld 47 EXP C 00 HORZ(TL) 0 011 G Wind reactions based on MWFRS Mean Height 21 19 ft NCBCLL: 1000 TCDL 4 2 psf Code / Misc Criteria Creep Factor. 2 0 B Min Brg Width Req = 1 5 Soffit 0 00 BCDL: 5.0 sf Bldg Code FBC 6th ed 201 Max TC CSI. 0.257 in gEMBi Width Req = - Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0.056 D Min Brg Width Req = - Bearing B is a rigid surface Spacing. 24 0 " C&C Dist a- 3 00 it Rep Factors Used Yes Max Web CSI. 0 073 Loc from endwall Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# 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 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 Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. IMPORTANT" FURNISH THIS any ral n J • y, i ATE 0 n8''ll0NA 0' v 02/13/2018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing Refer to and follow the latest edition of failure to build the I or cover pa n. The sui ility ALPINE M! IIW CMWM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N362189B Ply 1 SEON 48044 / T75 / HIP_ R R8975 JRef 1 WBG89750159 TEENBLDR OIy 2 FROM ALS Cusl DnvNo 044 18120716341 Truss Label. HJ7T SN / WHK 02/13/2018 5'6"149' 10"l 5'6"14 4'3"2 E 12 ol 4X6424C-1 D 23'10"5 I o 4X8 c n e 1114X4 C r_1 11 N 21'1"14 B H B2 G Ft I T g 2X4 =-4X4 A L C 20'1"14 JI 4X4(B1) = 4X4 2'4"14 9"15 4'7" 9"4 1'5" 9'102'4"14 ......4 1, 3„ 9'0"13 1 4'5"13 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 483 /229 / - / - / - /4.9TCDL. 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 076 1 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 291 1 637 240 F 423 /126 / - / - / - /1 5 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0 026 G - E 208 /132 / - / - / - /1 5 Des Ld 47 00 EXP C HORZ(TL) 0 064 G Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL000 Mean Height 22 18 fl TCDL. 4 2 psf Creep Factor 2 0 B Min Big Width Req = 1 5 Soffit 000 BCDL 5 0 psf Bldg Code. FBC 6th ed 201 Max TC CSI 0.664 F Min Bi Width Re = g Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 831 E Min Bis Width Req = g Bearing B Is a rigid surface Spacing. 24 0 " C&C Dist a 3 00 it Rep Factors Used No Max Web CSI 0 343 Loc from endwall NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# GCpi: 0 18 Plate Type(s)' Maximum Top Chord Forces Per Ply (Ibs) Wind Duration 1 60 WAVE VIEW Ver 17.02 01A 1115 21 Chords Tens Comp Chords Tens Comp Lumber B - C 247 -636 C - D 646 -1769 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N B2 2x4 SP #1 Chords Tens Comp Chords Tens. CompWebs2x4SP #3 Lumber value set "138" uses design values B - I 549 -207 J - H 1667 -607 approved 1/30/2013 by ALSC C - J 1784 -650 H - G 1288 -574 Loading Maximum Web Forces Per Ply (Ibs) Hip)ack supports 6-7-4 setback jacks with no webs Webs Tens Comp Webs Tens Comp. Wind C-1 361 -965 H - D 575 -50 Wind loads and reactions based on MWFRS J - 1 716 -252 D - G 601 -1348 Additional Notes Provide (2) 0 131"x3.0", min toe-nails at top chord Provide hanger or special connection at bottom chord l/,Ltioo o. 648 .• ATE ao zz8 •.,y`swONA tiE 1, 02/13/2018 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, handling9 shi ping Installing and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an r7 SBCA) r8r to these functions. Installers temporary) salpety j)ractices prior performing shall provide bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall attached rigid cellln Locations shown forpermanent lateral restraint of webs shall hav braacingQ Installed per BCI sechops have a proper yB3, B7 or 810, as applicable Appy plates to each face. of truss and position as shown above and on tfle Joint Details, unless notetl otherwise Beier to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Build ln Com on nt Grou In shall not be respons'ble for an deviation from this dr win an failure to build the mrrwctrussInconformancewithAN51/ Pt 1, r or iandlir qQ, s ippinqq, installation and bracing of trussesA eal on this drawing or cover listing this drawing indicates acceptance of roTessiona! en 'peering respons'fbilitt sole) or the des in shown. ise this for is 1 pagge , . 2400 Lake Orange DrThesuitabilitySuite150andofthawinganystructuretheresponsibilityoftheBuildingDesigrferpePANSIITPISc.2. For more information see thisjob's general noies page and these web soles ALPINE www al meow com, TPI www t Inst org, SBCA www sbcondustry com, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orin 160 mph Wind Speed, 15' Mean Height, Portlnlly Enclosed, Exposure C, Kzt a 1.00 Orr t60 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 13rr 140 floh Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = IAO S 2x4 Brnce Goble Vertical Spacing Specles Grade No Braces t) lx4 'LBrace Group A Group B I) 2.4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B t) 2x6 'L' Brace (2) 2x6 'L' Brace we Group A Group B Group A Group B J d U O CU S P r HF pl / 112 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' it, 1' ll' 7' 13' 3' 13' 9' N3 3' 4' 5' l' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' V 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' e' 8' l0' 6' ll' 3' 13' 1' 13' 7' Stn brace Is used. Connect SP D F L 1 ' 8' t3' 4' 3' 8' 6' l' 6' 4' 7' 2' 7' 5' 8' 6' 8' t0' 1' 3' 1 13' ll' tit 3' 6' 5' 9' 6' 2' 7' l' 7' 4' 8' 5' 8' 9' its it ll' 7' 13' 3' 13' 9' R3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' l0' 2' 12' ll' 13' 8' Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' ll' 13' 8' Standard 3' l' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' It' 5' 12' 3' U i 0J uH Q 11 S P F F N1 / 02 4' 0' 6' l0' 7' 2' 8' 1' 8' 5' 9' 8' t0' 1' 12' 9' 13' 3' 14' 0' 14' 0' a3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' It, 12' 7' 13' t' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' It, 12' 7' 13' V 14' 0' 14' 0' Standard 3' 10' 5' 4' 5' 8' 7' t' 7' 7' 9' 7' 9' it, Il' t' ll' !t' 14' 0' 14' 0' S P D F L NI 4' 3' 7' 0' 7. 3' 8' 3' 8' 6' 9' 9' t0' 2' 12' ll' 13' 5' 14' 0' 14' 0' N2 4' 0' 6' l0' 7' 2' 8' 1' 8' S' 9' e' l0' 1' 12' 9' 13' 3' 14' 0' 14' 0' N3 3' ll' 5' 7• 5' it, 7' 5' 7' I1' 9' 7' t0' 0' Il' 8' 12' 6' 14' 0' 14' 0' Stud 3' it' 5' 7' 5' ll' 7' 5' 7' ll' 9' 7' t0' 0' Il' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' ll' 5' 3' 6' 7' 7' 0' 8' ll' 9' 6' 10' 4' ll' 1' 14' 0' 14' 0' d L7 X d O S P F H F Nl / #2 4' 5' 7' 7' 7' 10' 8' it, 9' 3' 9' e' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' R3 4' 3' 7' 2' 7' 7' 1 8' 10' 9' 2' 10' 6' t0' ll' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' l' 7' 7' 8' 10' 9' 2' 10' 6' t0' lt, 13' 10' 14' 0' 14' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' t0' it, 12' t0' 13' 9' 14' 0' 14' 0' SP D F L al 4' 8' 7' 8' 7' it' 9' 0' 9' 5' 10' 9' ll' 2' 14' 0' l4' 0' 14' 0' 14' 0' R2 4' 5' 7' 7' 7' 10' e' it, 9' 3' 10' 8' It, l' 14' 0' 14' 0' 14' 0' 14' 0' R3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' tl' 0' 13' 5' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' IF -T-10' 7' il' 0' 13' 5' 14' 0' 14' 0' 14' 0' 1Standard4' 3' 5' 8' 6' l' 7' 7' 8' 1' 1 10' 3' 1 t0' It- 11' II' 12' 9' 14' 0' 14' 0' ATE 0, M• X111 .FC ORQ'*_ waw••fah•pd 0NA1. Bracing Group Species and Grades Group Ar S ruse -Pine -Fir Hen -Fir MI / 02 Standordl 1 02 Stud 03 i Stud 1 1 03 IStitridordl Dou las Flr-Larch Southern Pine N3 03 Stud Stud Standard Stondnrd Group B: Hen -Fir NI t Btr NI Dou lits Fir -Larch Southern Pine••• NI Nl 02 N2 1x4 Braces shall be SRB (Stress -Rated Board). ll -For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boar,tls. Group B values may be used with these rndes. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 104 (0.128'x3.0' min) malls. K For (1) 'L' brace. space malls at 2' oc. In 18' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space malls at 3' oc. In t8' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Len tin No S Ice less than 4. 0' 2x3 Greater than 4' 0', but 4X4 less than l0' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB18015 DATE 10/01/14 DRWG A18015ENC101014 ymm ILAbout) able Truss Diagonal brace option vertical length may be T doubled when diagonal 18' brace Is used. Connect L I diagonal brace for 77511 at each end. Max web Br Ce total length Is 14'. 2x6 DF -L N2 or better diagonal 1"- t Vertical length shown brae) single B, In table above.or 45' double cut as shown) at L 1 upper end. n Connect dillQ.rejrdntofvertica Refer to chart a v 0117M ON THIS DRAVD101 s READ APID FOLLOW 000RACTOtSoraRfmTiT/mm TTDS DRAV116TO iL= VAFMDM- DC=D13 TME DGTAI1ERL Trusses In f•bricatbq, hmgUrq, Intel bradrq Refer t e raahte extreme care shippYq, and falba the latest edltlon of NCS{ ("dhg Comoa t Safety Informstiom, by TPI and SOCA) fer et practkff prier to penia ting thele furictans. InetallMs shall lrovWe teporarr per 1. bracing Nese noted others[", top chard shalt have praW ty attached struethral she•v p and bottorarfe r ffI11I 1E shall haw a Properly attached Co.. . Locations shown for permanent lateral restraint ofshallhawbraclmgInstalledperSIsecft13, 87 or $10, as •ppilmKo. Apply plotes to each 4d01oftrussandpesmionasshe.n •bow and on the Joint Details, vies: noted otherwise l II Refer to drawings 166A -Z for standard Plate peslNens. AM ITW CDMRANY Alpine, • divbion of ITV NLLdhg Coroworitf Group Inc, shall not be rrsperulAe far Ny devlation 1 this drawing, any failure to build the truss Im conformance eKh ANSI/TP{ L or for hardYp, sI430 , hstallation L bmaina of t—swel. A seal on this drawing or wear page Ustbhg this drawing. Idcabes acceptance of professlaM 1rve7723%Rrpon\Dave erngYrera reaprhos" solely for the doom dWbUawnThetaty and use of this drawing 1\S.1e1200 far any stroehre Is who romanOliey of W DVdhg Designer Per ANSUTP{ 1 Sect. Maryland) Neghis.\MO\67047 for ["orf Information sN thio JobY gerrral netts ppaage and these web sites, ALPINE, e•eAlperlt.4omr TP{, wws.tp6hltor SNCM wsesbdnduftr . ICO eeeJccsafeary ATE 0, M• X111 .FC ORQ'*_ waw••fah•pd 0NA1. Bracing Group Species and Grades Group Ar S ruse -Pine -Fir Hen -Fir MI / 02 Standordl 1 02 Stud 03 i Stud 1 1 03 IStitridordl Dou las Flr-Larch Southern Pine N3 03 Stud Stud Standard Stondnrd Group B: Hen -Fir NI t Btr NI Dou lits Fir -Larch Southern Pine••• NI Nl 02 N2 1x4 Braces shall be SRB (Stress -Rated Board). ll -For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boar,tls. Group B values may be used with these rndes. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 104 (0.128'x3.0' min) malls. K For (1) 'L' brace. space malls at 2' oc. In 18' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space malls at 3' oc. In t8' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Len tin No S Ice less than 4. 0' 2x3 Greater than 4' 0', but 4X4 less than l0' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB18015 DATE 10/01/14 DRWG A18015ENC101014 1 Reinfo Meml Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. ar 2X4 2X4 2X8 rrovlae connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven NQllsr 10d Common <0.148'x 3.',min) Nalls at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails, 10d Common (OA48'x3',nln) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051OL4, A11015051014, A10015051014, A140L5051014, At303OO5IOI4, AL2030051014, A11030051O14, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENCIO1014, A14015ENC101014, AL6015ENCIOI014, AL8015ENCIOl014, A20015ENCLOl014, A20015END1& 30 ALL530ENCLO1014, A12030ENCL01014, A14030ENC1AL8030ENCIO1014, A20030ENC101014, A20030ENDS11515ENC100815, St2015ENCtOO8I5, S14015ENCl S18015ENC100815, S20015ENC100815, 520015ESt0030ENCIOOS15, S20030ENCI00815, 5200 O ND See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size increase 2x4 30 Example- 2x6 20 ASCE 7-10 Wind Speed = l20 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = ll' 2' oVAR10H w WAD AND fTLLOV ALL MINES ONTHIS ORAVDG s DPOtTAMrww FUMVISM THIS DRAVUri m ALL mMNRACTOLS IMMAMI t6 TK DISTALLERs r i Trusses require h fabrkathp, handtbhp Inst Ring bracing. Refer • REF LET—IN VERT DATE 10/01/14 e trene care shoping, and and • b farf cy :• thepacticespriorr`to ppetlrffa Ing . fuinctlloon`Wtau:ssMtl provide rry braCdAn)p 5WATE Ihw Unless noted otherwtse, bop chord shall law property attached stmxtwal sheathing ord bottom • chap law o proptrly attached rgld dcYp. Locations shown for perwaneM ,nitro, rastraht of •• ! • J dap p rapplicable. Apply al ref ra t o fa • / • shaIt law Ira Instelted per SI sections 3J, B7 or 110, as I' C DRWG GBLLETIN 1014 ALLP9 O rg of truss and posltbn as shown thieve and on the Joint Details, uhtess noted other.,,.. w •• 01 ••• \ s Refer to drawings 160A-2 for standard plate Posmbns. /- ••••• Iw w••• Alpine, a division of ITV bAldhg Conponents Gran InG shall net be responsbAe for any dt t f AN R1N13pMP11N1 I372J\RwerpodlDmeI iwa drawling, any folie to bhid the tau: In ilea .-wail..,tin AMS[/TPl 1, or for inn q At \` MAX, TOT, LD, 60 PSFInstaUatbntbracingoftrusses. A set on this drawing cr cover page Us 1:6 this dra.Inp, Indicates acceptance of professional10 lhmr•rIno Lly sotay for tin. d' ,wen. Th. aAtebuey aid ufe of Oft drawing n1Ms1W1Ap0 DUR, FAC. ANYforanyftr., ctwre b tL refpau6uq of W FLdhg D..gn,r Per Ala[/rvL t s.c2. 90 278ISuel200 Marylan0\Heights.\MO\6JOa3 02/13/2018 AIPDIE .' 'eInNt. owjoiPGe ` job's 0enerot notes page and these web stt.a MAX. SPACING 24.0' 10 ...tPIn: 1 SBCM w.w.sbcYhdustrArgl ICG wwwlccfoft4rg CLR Reinforcing Member Substitution T -Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L -Reinforcement or reinforcement method Is desired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-relnforcement or L-relnforecement or scab reinforcement. Alternative reinforcement speclfled In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4p0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T -reinforcement, L -rein forcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d <0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. Scab T-Reinf. L-Reinf. V*J O -m Row Alm fa .OV ALL fares ON THM MAvota a i / = PSF REF CLR Subst. a-WMTWr— fLOMM n4$ GRAVING M ALL MOVACTMtS D[1U M TIE D/STA LOM • Trusses nW-f f.tnmf can In fabrlcatep, h•^d< , ahgpinp, InstalWq and br'actrp Reier t Pale. tM latest eawon of RCSI <wslsp Component Safety 1ni0rnytlon, by TP1 era sRal ,r sa ty • 4V C D PSF DATE 10/01/14 pprorOcticea Prlr to p.rfermep tMp hsa-tlons. InstaRfrs shall pnvNir t.mperar bndn • ATElMdeffmetedOeMr.be, tap eha.d sMll Mw prapeMy ett&ched struc4ral sMatyir6p a,b : PSF DRWG BRCLBSUB1014awsMllMveaproperlyattachedrlpW «Up. Locations alq•n for permanent lateral reftroht of sMll Mw bmcYrp Ybtallfd per I sections 23, 07 or 810, as eppllcable. Apply plates t0 fact, f • O of tr.,ss and position as shown &bow and on the JoW Detals, wdess noted other.W. •0 Q • PSFd War to dra.ags 16M-2 fr staMord pl&te pasHlons. WOOA, OR C• AN rlwaoMwlMr MYs dre. don fof 1TVtodd C42,0—antsWnntY C ar i shatt ttn not sp,adffr an devhtlon fr O^ '•4 O1 , '• V ti0. r HandlFrp, srdppinp, r •••••••••• LD. PSF tauatlon a hr&CLq of trusses. i 1113723\ Rnverpwl\ Oma A seal en ew 6V "sparaft" s ley fw gatkoth thisT i1v Mcates aeapt.nce of pniesdonel yII Swte\i00 fr vy struchre b the nsper.m- of the bAdho Des•p peon aattaloty avml of this ° j /ONA d DUR. FAC. Maryland\ Heghts,\MO\63043 ra more WO Z4 see thio Jabs Demerol notes WDf .nd fee •b SKOP final p{111 ALPDE...w.. Inelt.cewl TPb www.to st W =4 .w.sb6dustr n Itd ...Xmsaff.erq SPACING Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 NO replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nail replaces 2 teeth Alpine 18 -gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1.5' Box or Gun Nall Material SP, DF -L, HF, SPF SG >= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. This Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Iguratlon. Line This Detail Is Applicable Only On inti he T ec i%r Pl a Has Been NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector p(ates) in truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of Refer to drawbar 16"-2 for standard plate postebns. C OR• the connector plates) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. 13723\ Rwo,pon%Onve r caws. A teal on ends d lAtty or cawthe u••ro thio drawIne, bdkatrs acceptance of prosettlmal ( GwInwwr'InO n sadly for shown, iha suftebUty oald W of this Avwblp zII Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 NO replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nail replaces 2 teeth Alpine 18 -gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1.5' Box or Gun Nall Material SP, DF -L, HF, SPF SG >= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. This Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Iguratlon. Line This Detail Is Applicable Only On inti he T ec i%r Pl a Has Been Offset No More Than 1/2' From a Des j w OQ Thl Truss Design Drawing. VAlbmG-t Run ATO) f113.aV ALL tarES all T= OMWOO • , WMTMHTo MOM THIS MVDG TO ALL faRRACTIM 04=06 THE D6TALLDti r • 0 * p REF NAIL REINFORCEMENT Trusses reoph-e extreme care In fabrlcatbq, hand16,e, shgobq, Insballbp and Refer to • salow the lotest ea•on of Rut <RuldYp Ceepe,ant s.iety Inrwmatam by TVI vd S -RW ser ss4ty 0pnvV.. prior to perforntq the" f. -U . Insulters shall vide y bra A f f DATE 10/01/14 DRWG REPPLTNLI014Ird"s noted otherww, too Chard Shall hove property attached s byacdrat l de thbq a b°oitKxe i s w d shall have a properly ottacheO rg10 cNb+e. Locatlm,s shown for permanent lateral restraint of s shall have bracing Installed per KSI sectlmv 13, 17 or RIO, as applAc"W. Apply plates to each foo of truss and position as shown above and an the Joint metals, tete" noted otherwise. V P • Q/ Q Refer to drawbar 16"-2 for standard plate postebns. C OR• IJI frW COMPANY thls dravbV, anyy failure to blAd t sti conformanceshaltGovln notANSI/M L or for Mndlkp sh pro I/,F ••••M••••w` \1InstallationL brag Ss O13723\ Rwo,pon%Onve r caws. A teal on ends d lAtty or cawthe u••ro thio drawIne, bdkatrs acceptance of prosettlmal ( GwInwwr'InO n sadly for shown, iha suftebUty oald W of this Avwblp zII I I Swlel 200 ty fseranystruchrebrespwsUtyof Ndbq eeal0ar per AMSI/IPI 1 Sect .•'1 for Infornotton this 4;10ry:WIUNN # l l Mogta" Heghts,l Mal 63043 wore see Job's ewwal notes page and tha" web dten ALPOE. "wwlpbMewconl Tv[. www.tpIn SIeCM w.. stry.wgl too w"/ccsafedq STRONGBACK BRIDGING RECOMMENDATIONS All scab -on blocks shall be a minimum 2x4 BUTT STRONGBACK BRIDGING TOGETHER stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 4' No -The purpose of strongback bridging is to 0. ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.1208C'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the SCAB NOTE- IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS instrongbackbridging, Oggg, p sitioned as shown inFORATLEASTONETRUSSSPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) Mw -The terms 'bridging' and 'bracing' are sometimesNOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) LOd COMMON 0.148'z3') NAILS OR O2 Important structural requirement of any floor 4) 10d BOX/GUN or roof system. Refer to the Truss Design O 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce STRONGBACK BRIDGING bounce' or residual vibration resulting from PACING REQUIREMENTS moving point loads, such as footsteps. to 10' None re utred a to 27Irow (at celterd WW The performance of all floor systems are 2) 10d COMMON (0.148'x3.0') OR to 30'2 roof 4 at eadl In sI BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK b 3 roof u at w I enhanced by the installation of strongback TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. 4a lT roaatlaoc W bridging and therefore is strongly recommended BLOCK. ATTACH by Alpine. TSCAB- ON STRONGBACK O BLOCK W/ (3) R COMMON </ GUN (0. 0') NAILS OR (4)lOd BOX/GUN (0.128'x3.0') 4 For additional information regarding strongback999 NAILS. 3O bridging, refer to BCSI (Building Component Safety Information). p S FLE ATTACH S TO CHORD TH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 10 O. 648 iiaVAR"OI2-s READ 40 FUUM ALL W= m MS NtAvt0 011im ml, ft "M no aw" TO ALL 00000M nICWDM THE 06TALLERi I T = PSF REF STRONGBACK Trusafs rp,bv e.[WM care H febrbatbig, handYig, thgpbig. INtall and Reify fb folio. the latest fdlba., of KSt GtAdit Cppo—t Safety 1.f~im by TPI a., &ii for ole r practicfs prior to perfor,ip these funethwm Installers shall provNe terperar eraeY.O Per K UNfss rotfd other.Ise, top chord shall hove properly attached struC'twI sheat' OM bettor ATE DL PSF Isi PSF DATE 10/01/14IDRWG 17 Q 1111 o shall have . property attached 1d ceaw} Laoa0— sho.n far pen .t lateral rest»lnt of s J ht DIto, et as fppll°ehlf. Apar naps to each ia shag ss braOp wtasfd per Ise id an theoftrussandpositionasshornaboveandanthe .kart Oetaps, ess rotad otherNse. PSFO.. 1. STRBRIBR1014 1 AN f1 NC10MPMNY Refer to drovbVs 160A -Z for standard plate posltl n y my a division of ITV &do" Opponents fraq Inc shalt rot be responsaMe for any devcatkn fr1n0, my fdu to Meld the truss In txniarranee Nth #M[/TPI 1, er far handwo. shoptl0, Irotauatbn a br.ch g of trusses. OR\ • 111i a.•e•••• C LD. PSF y'- ry l GC VPOt37231itive"M 0-0 popeAsealonthis, di -a" r eeo W show &* hi W boatey ac •im o1 Oftprof el` n for my hre k W rfapvutlkY of IkAdl+O Oesgrrr per NUVTPI 1 Sec& V A' •, I}e NA UR. FAC. 1.00 I Suee\200 For rory Worratkn see ehts Jab's perwral no4r pope and Wse .fb Nteva I(I lar1MarytandtHeights.\Mot 63043 AI,PUE... a taCanl TPI..... at.or SKM ... tr 1 [OD aa.Accsaff SPACING Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enc(osed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better. 03NAttach each valley to every supporting truss with: 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. 2X4 X4 12 12 Max. I 1X3 8-0-0 max 4X4 1X3 (Max Spacing) 5X4/SPL 2 _1X3 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid-(ength of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. ww Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed l4'-0'. Valle Spacing Pitched Cut Square Cut Bottom Chord Bottom Chord Valley ValleToe -nailed / y 1 2X4 20-0-0 <++) at Supporting trusses at 24' o.c. maximum spacing. 2X4 Stubbed Valley End Detail 4X4 Optional Hip Joint Detail Partial Framing Plan aNAR1a0o WAD NO FMAGV ALL talcs ON TMs pb1v1TIG L.. HO 30 40PSF REF VALLEY DETAILPOITAMTaastlbQSMTMSpaVR16mA.A. CnfiRAMRS WMW96 THE QIVAIIERS 1[ Trusses roeub•e e.trene care In fabrlpatbq, haMOnO, shpplp, Installing aM brac1np War to a Wil • follow the latest edltan of 9CS1 (&Adhg Carponent safety Information by TPI and 19G7 far safety • TC •9L 0 15 7 PSF DATE 10/01/2014 C pray m pwriornti0 these f,a,cebrta. Installers shall provW Mnparory bracYp per 1Cs,. •.VATE BC, 310 10 10 PSF DRWG VAL160101014Ibdessnotedotherwise, top Chord shall have properly attedwd structral sheafhh0 ab bettan • shall have a properly attached rtphd Gonia. locations shown for permanent lateral nstraht of webs shall have bo och Installed per !CSI sections 33, 97 or 910, as app0pobla Appy plates m each faro Ilya • of truss and ppeesttlen as shown !CSI ono an the Adnt DoUls, uritss noted atlwwlse. rI I • 0 0 0 PSFd O Refer to d—bW 160A-2 for St. W. plot. posltlona •• / ,O AN rtW07MAWY ehteMOW, a dtvI an of ITV RA&,q Conpoents Crean Inc Gall not be responsble far any deviation f A •••` 0R ••• D. 60 55 57PSF wb19, any oure too bLAd the truss bt conformance w1th ARSUTPI 1, or for he wUly, s1dpph9. I /` •••••••• se hmstatl4tan a bra or cover q usth vss dreakV, blow S=ePeance of pror"sk al /IOAsalOntlisordr. 1q fpr any re b tM alyresy for the edsealp shorn THr Cul d* ty aM otic of chis dvwbn! I Al / 1\1 37231 Rnerpon\ Dove tla" 9Adtiy p.agrar par wttt/rvI t Sect FAC. 1.2571.33 I.15 1.15 ale\ 200'`s Maryland\Mdphts.\MO\ti30e7 for more Information see toss Job's •enerol nobs pope and Chase eb shoes. U:ilµrt tw ALP010 www t~..00nt TPU ....epbv 1 Club ...sbdnaus ICO ...rccsafa SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL I R at 01 Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'.0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Puffins 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 puffin with a minimum of 8-8d (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 feel ASCE 7-05,140 mph, Enclosed, Cat II, Exp 8,1=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 Im «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 Zx6 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 Zx6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two Zx6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails puffin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails 13. Collar beam to raker 416d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" tong x3nailedwf2.10d (0.146"") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of cnfple 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 requre two CLR's or both faces cal "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. IApplyallnailingInaccordancetocurrentNOSrequirementr841r Nails are common wire nails unless noted otherwise. Hr i o,epd•gy WA0411I2as REM Alm falOV N.A. ISMS a nQS WAVDQ= i 1 r aedMOtT20 30 40 54 REF VALLEY FRAFRAM7— sirsAerTe itsb4tn TM WAVOG To N.J.N.N.J.OWORACTOtS CLUDI G TIC DiSTALLOti y v7—ss regN-it *Wtr w. Ch icaOP. fabrthg, harWlhg, sfitpphg, hs411YV end brachy Ww to L T4 talo. the latest edtion of SCSI O,d&V Ceropvnt safety tnforwapon, by TPI aro sew far mf y DL 10 20 7 7 DATE 10/01/14 prnetices rover to perfv1se, p these all have Installers shall protide temporary ng cftwW oer : STATE OF ' e DI, 0 0 0 0 ORWG VACNV1801015W.ss rote, property v, top cher, shall have property slaert fa struetur 1 sheathingp art .erten , shalt hew. areo.. ny eted per tial, cella L13, 17 a sM.n far o kAbif. t ply plat" t" to e h • rrTT 7 shall Mve tR'soNg l— as per SC se W o t ti3, 17 or em, is a 4. saWe. Apply pletes to each fa d I I 1 U l0 11---+ of tros W po 16 as sheen above plateto W .lelnt stale, vdesr noted gtherelse. we saw O R 10 P e: • BC LL 0 0 0 0III IIJ Ilf Soler to O-seF ps t60A-z for starter, pl.te posltlons. •e .• NO,., a *AsL,n of ITV Madlnp Components Group . O%U rot be r.spenWe for arry d.vistipn free •••.y„a..••. \ O All f11N Q7AAMNY this dro•hg, any fau to build the truss h conformance Nth AKSVMI 1, or for frrl0lhp, grapmy O TOT LD -30 50 47 61 b taltatl., l bracing of trusses. ss ONAI ENG A SW on p,sldra.hg or Covr, papa I ISrVa 1g,, tris O-a.q, hues acceptance of profeadval t' — fe er^*°'abrrte.`°I"yr.spoimwq a ste '~;ZWWty end r:. of tw'a'.n° ntNttt DUR. FAC. l 25/1.15 13369 Late"M One p`e VA'V dd7`' Per AravTrt I S.r2 Eadh City. MO 63045 rot mare Wo, atbn sr th'e pb•s penes' notes pa9q and pies, .rb ate” • / lQ 20L SPACING SEE ABOVEALDOL, •...siph.itircam TPI, ea..tpbsstorei SKJb s.. stryar'o1 ICD ...1aCsaf•Oro Q 0 O 0 6'-0' L II' -6' L 10'-4' c c AWA iwonern 70 VDT CISAWOR'D X18-1229 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRANANGS AND M?D OR D ON A.F.F. REFER TO EP PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELIN( AND SPACING REFER TO PACK FOR CONNECTION. if1 TYPICAL 5' SETBACK CORNERSET LABELIN( AND SPACING ATTENTION! Ot1 a Y en s...: Cv-::.: s..it1. General Notes 1) M Psdd ded berg Y bra r Y jdbM No tM dad 0"* pw"1— 2) 4,` , Y r S•Pr 191114 i afb ir m4 1 i N' OG i atbeiw ti4 d.ri. eaYire M 1 IS' 6G , d APR b Y,""m•. mb—A n'bde -6 XierT d dmaYr n read brie dd Y 919-61 ddd1L ROOF LOADING SCHEDULE TCL. = 20 PSF TCDL - l7 PSF ea - • PSF SCOL 10 PSF TOTAL = 47 PSF DURATION 1.25 X NANO SPO/TYPE- 150 ENCLOSED BLDG EYPOSURE r C USAGE r RESIDENTIAL CAT O NANO IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 Tnm v,®ba C ww pWe n ae ae4 re, ASCE . ad m.m.m tome 6om r— era hne b® --d b -nr Wmeeod 100 Pa 000•mocwm t a— dad b e Y.a FLOOR LOADING SCHEDUL TCLL r 40 PSF TCDL 10 SFJ BCDL = 5 TOTAL 55 ALL WACWS OVER 5000f AND UPUFIS OVER 1000f ARF SHOWN ON 04GN03W- WALL KEY 9.-4. czm 20'-1 7 rLaw ocmw1ta ON. OAnt N Mt r LAAO/ OESQWn0M art. GATE v` as an r ena CARPENTER o CONTRACTORS OF AMERICA 3900 Ava" C. K V. vIMTER 1MvcK mait10A 33960 PH011EJ (e00) 959-6906 FAX, (e63) 294-2490 BUILDER TAYLOR MORMON PROJECT THORNBROOK MODEL TBSO-2197 CCA PRaN00EL/ALT 9A6.9.0 219MA.219TA.219S6/01. ALT OESC TRAY 0 OWNERS SURE OTC BONUS ROOM LOT 160 BLOCK DESIGNER IPAGE 1 89sId 1/4 Jiv 1 ( y HANGER CHART NOTE: r„w,,,b en= HUS 26 SIMPSON) DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES it = THA 422 SIMPSON) WILL NOT BE ACe'rPTFn WITHOUT PRInR WRITTEN APPROVAI RY OUP zF"nr'r i2 • STI 1 iil • : i.r1LR:.A,• tea:- H6kC t, IMPSON) THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRANANGS AND M?D OR D ON A.F.F. REFER TO EP PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELIN( AND SPACING REFER TO PACK FOR CONNECTION. if1 TYPICAL 5' SETBACK CORNERSET LABELIN( AND SPACING ATTENTION! Ot1 a Y en s...: Cv-::.: s..it1. General Notes 1) M Psdd ded berg Y bra r Y jdbM No tM dad 0"* pw"1— 2) 4,` , Y r S•Pr 191114 i afb ir m4 1 i N' OG i atbeiw ti4 d.ri. eaYire M 1 IS' 6G , d APR b Y,""m•. mb—A n'bde -6 XierT d dmaYrn read brie dd Y 919-61 ddd1L ROOF LOADING SCHEDULE TCL. = 20 PSF TCDL - l7 PSF ea - • PSF SCOL 10 PSF TOTAL = 47 PSF DURATION 1.25 X NANO SPO/TYPE- 150 ENCLOSED BLDG EYPOSURE r C USAGE r RESIDENTIAL CAT O NANO IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 Tnm v,®ba C ww pWe n ae ae4 re, ASCE . ad m.m.m tome 6om r— era hne b® --d b -nr Wmeeod 100 Pa 000•mocwm t a— dad b e Y.a FLOOR LOADING SCHEDUL TCLL r 40 PSF TCDL 10 SFJ BCDL = 5 TOTAL 55 ALL WACWS OVER 5000f AND UPUFIS OVER 1000f ARF SHOWN ON 04GN03W- WALL KEY 9.-4. czm 20'-1 7 rLaw ocmw1ta ON. OAnt N Mt r LAAO/ OESQWn0M art. GATE v` as an r ena CARPENTER o CONTRACTORS OF AMERICA 3900 Ava" C. K V. vIMTER 1MvcK mait10A 33960 PH011EJ (e00) 959-6906 FAX, (e63) 294-2490 BUILDER TAYLOR MORMON PROJECT THORNBROOK MODEL TBSO-2197 CCA PRaN00EL/ALT 9A6.9.0 219MA.219TA.219S6/01. ALT OESC TRAY 0 OWNERS SURE OTC BONUS ROOM LOT 160 BLOCK DESIGNER IPAGE 1 89sId 1/4 Jiv 1 ( y RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 R - Project Location Address: 2 2 9 SAB14610516RedRoseLn. lot 166 Boca G As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildina.orcl. 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) FL20461-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06-R2 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass L 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Sidin Soffits Alpha Aluminum, Inc. Soff its Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Underla ments 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 FL19567.4 R1 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 11 iA 50, 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-R3 Applicant's Signature Applicant's Name Please Print) June 2014 Glut V1tvv cerju cumv boom mum fm GI cam raesel 0 TETav u oLt l? Ptml w vx KO..GL UVOK0 come opmew PLAN VIEW DINING ROOM COLUMN DETAIL X" Ku TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 70' 71 31' 1 53' WINDOW CALL -OM M' Q 5W VJ 7J $4 21SI W54 h' 0 51 L7 33 5a 1354 33S4 3 51• W 50 IQ 34S4 1491 34 SR SH6T15 U135 54 1591 3551 ori i -w VKCro1 fLEiL'ItaLl M8L1 iIEY. ^.1•S.4C M•, Z pG191S TJ' 16W 113691 16 Su 3691 GO.VERfY KASM OF0015AFOR ALL amaG. Ty;up TFC 3AD00 s1m aro 16TALLAWN far YARI' FEC IOrJID15 J1.` ACTIRE SFEOFYX06 Z FUER TO FIORt FLRF3 FOR STILE OF MW 9&D (SDYAE KWC IIK CASEf - GBR, OR FWD GLS55• FG) XLVTWA%a LVA -f 4000W 0p8m HEL UmTgm 1w turece •raarwr3me on was ama im f r r rwc b Not (M esEr l Sam x•anw CALI. TOP UE W.tv KAN FLOOR STAXCr1;RAL LEGEND rIL4r110CNLmT%Yseu oxl O wEea avoETtlaaaL w 11 I 5011 r•t00000R1©1N501t00.t O.R I'IFU{' II rcommoxcaft"r• REBrMWQXXM WR%a-,Z l omgvrao O _ rLw•uswuaewm.eoafrc ao7cruED •OIEVQLtD tlNs •rK Qi-oowlar qo mw ToasceV3D wW nr•Wasa 0E 07nv:MEunNrrtSv.asar Oj-twu(uk46wsoALwkrAm v Ly ft'J U FOC IltX-LA'EI AFFLOr Dbx07vvIFURul•N u•.7lasara Q -rw m MT aro Nrowvwm PJ0 NR Ll)eto b 0NU AXV011 m t'O W Nwf%w as ar.KE Lmna M ratem R T® b UE8X1Mf4ARONNVPWC3 ar. NLur cCYw tO'•lp"0111WTIIrOLrMEA0FMR?Dv YKaf rlMONmminGWp"AmmTomATlGNNYP+0IMYONcaL1 Q -fwrLElAT L19Nr1EDfEVlIOLU v.os •Eeut•uminstek W'jMW wr,NKT 11De101M aF wmml ruLr wo tnluar Traerrts rye saa•uTtRrtm a mrio a ne lLYUTVI Wuro/:elew7i. wDv v7auwuFRKU STRUCTURAL NOTES u rxs ro ewux Po r•T ILL IfYDIdOttJr7fi tFA90brt NM 48TP•r6 u enEeauu• btECOS0e1FdLENES37W rosoom Im rvEay.11aoo•K,IwaE DINING ROOM COL. B t, --,DININGROOMCOL. DINING ROOM COL. A teKL-Tr.fr ro.ly tele Ince 0 rlKJtcnf r VA7r4rc i W Jm r,,,ry 20W r. ...[ l01 FIFO M anm E7-vr-rE Lr• D S 6 S msr nmmena araa.11wa wr o.n•.neo Tu. o.•aa.l••e r..x wwwa•ncw MIR rove Irti•R®IO.IIC. r nm.a.r.•nl.r u.nen ue.•..te tltOm=r.0 N= M(.1M.w.{r2 .•vt wu•arvrullwsa v z LU O O Lf) ) C)d O O Z R ori i -w VKCro1 fLEiL'ItaLl M8L1 iIEY. ^.1•S.4C M•, pG191S T' Ty;up TFC IOrJID15 Ks ERR *wE r4 rolrw Kcol eulvprL v71 HATCF@lG LFiGETm Ia0210e1rL R MLLZ VU ® Value Chart 2197 vu OCMx= H'bE••J Know •o fJM vRrA" K Ir.ul nave Rav wln sru• scan, aB MLllel RIr arms rn7ltrlws EU vH va •>, GWJa MOEWU •o MAIN FLOOR PLAN NOTES p i eccE rr.la GARAGE RIGHT 11 n TRAY CEILING SECTION VAR WM5 IEt sen oa rR stcouD IlA1t ants Ao fOlEi n«rR A nIrAAwsr em. no.mEfauau6sulpltroa Al SM(M ,AQAW U LWWA AOofERUWUVRlUmSIP OM W= S'MCM PAWPAtattl DAO STSG® Of Avu $ft M ATM,% Alrtiome" Vu IWOA, r IAL00 a oc srYQm apo M unm p M S1o12lM1it Pf n "4""r/ aTww U.11fu".I LT ELLS U EA SIDrx w W- I SrW'mAE SRVOO M to µr,tw 4"m ft N3f warty U rE Pp/ A4 3MCM VOWAGRM AMA LrA2 VAL RR14R p A M FM MtEIt al cm mjmF*Xfopm% a10:0CU•r OLL. r tA40.3af POG at dw a1101 V 69. I tT %AIA p r oe ro if WJMript01/mf app a1fv SIMM 10F=VN(I'M 3K WOU EA LMNASIA•L&ORfnfOLOA AsewmEm•Nr.KKAwOC ItA01G Iatpcs/rprL\ UR3Lf A. aA. W3CWrq •ELr. ticl as M9sP In I.= sm n M.,m I LaW66U-MW ST a CCUUL ltltQ A y0 DQ VV UN IIJM ssl ft eV NLLI U NOIL60%Dal AORIOQ.IV IM WSs 101 EAW JOTroCeFlaAWRirE EDf.O tl W /./ UI4 fUOQ.INYE/n UW IASIIG }Ip lrlpp3mplpt IV CC fglt 3r. T'Ur" AI rOCS:A( AlNSOM420" ARADMt aOKY Olt foupmRRfSS WN wro Ufr• Wm R 0** hEVWFCAIWtl$10 AW4CRrW VOM SOORAN 0' WA OE& M GP aR Aid a',AERA&L TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS O WINDOW CALL -OUTS b0 19 F& IVS FG 308 FG 4=F& 74• WFG 7070M 3030F0 4MFG 3 6• VV SH 1030 SH 3030 w A030 SH z w 040 w baro w 3WSA MOW Z NO s, 0Sr 3Mw 4e5094e0' W, 1360 w V054 Xb0 5H I Aao w a GL VEF3FC NA9G W 4ODVPCA9 FOR ALL tIC" N tf!S=S17p5 40 96FALLATO FAT VAR(fER 7ARFACIM VKFCAUCK Z FOERb0ft= PLANS FCR SME CFCWPF W LIP&%CASE W - CK CR FXV CLASS. FCA) Qo-ratth•srAls/Las4sopl-pa•o rcrEouv b t.ttl p r ac a w1 LATMO AMMAKroo m M EOO r.0 CF btWF GefADCIAA LFNN Mr307 NQtrafls t KVJ rV Sv>s V03I MEN10a OFFU P4TTrolO tuvv" IIr10UIG QA3CDEL UNW'PAXl Vfrim" wo ro WG N W' IV S I IrWWIUEE141LAONbNWMOMSIG! wrpf a, (o Um fYAlpMSIR1Q,6f1WLWNA WNif• SOt MOM Et00LCONbNLLf W049MOM StD3 O _qMQ HIT IV. Gr m KinaSD immeOolRxlo MNAu n r Oc FWEAWfAEEAOp®r000W m-vwsUUWmc 1cuvm WANE IA'S boatoVllVN 6rpA r66M 6DOtIsllYMNIrPSOf161Qf6 0 -Ro'" tArhofol lfr NEc"Vw O fU1WIIAR0 ap A aoVMM$r/A WAS MAP. STAIR SECTION VAL-10 hoq!;;lVUp8, 5Nl ir-> ado Yiom fETOO EIAIINAAfpf ATTIC ACCESS DETAIL scat. D•. re 2 ioq A 00 Hil. g: g m Now ni -m L01,1#17 II DADEv iS B EW S to R l••IAQrfAR uAauA.rfna •.or 1'ir lswam• voea t -=wt a.w_ w.rsra.. . ftwera naupalan. v Z O O W !l/ L O O S O F_ J 2197 • 08t co• auM -0115$ Z, YSTAR oOv On43 UPPER FLOOR PLAN NOTES 2B1V" W.rd GARAGE RIGHT T O O F_ J 2197 • 08t co• auM -0115$ Z, YSTAR oOv On43 UPPER FLOOR PLAN NOTES 2B1V" W.rd GARAGE RIGHT Florida Building Code Online Page 1 of 6 II RegulationProfessional SCIS Home Log In I User Registration ; Hot Topics submit Surcharge I Stats d Facts I Publications ( FBC Staff I SCIS Site Map i Links Search Or Product Approval USER. vubhc User Product Aooroval Menu > Product or Application Search > Aeolkahon List > ADDllptlon Detail FL tt FL20461-R3 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@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 12/31/2021 Validated By Ryan J. King, P.E. u Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R3 COI (d) Certificate of Indeoendence.odf 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 https://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Page 2 of 6 Summary of Products Go to Page m 0 Page 1/20 0 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 R3 II (e) Inst 20461.I.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 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star painted within six months of installation.) 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 R3 II (e) Inst 20461.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.2.01' 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 R3 11 (e) Inst 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.3.odf 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 R3 II (e) In 20461.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.odf 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/Outswmg; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.5..odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://www.floridabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.5.1)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.) Page 3 of 6 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star I Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.6.odf 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.) 20461.7 I g. Therma-Tru Fiber -Classic and I Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star 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 R3 11 (e1 Inst 20461.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third'Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.Ddf 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 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque 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 R3 11 (e) Inst 20461.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.Ddf 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.) 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.9.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 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.Ddf 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.) 20461.10 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other. See INST 20461.10 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 ")" part Installation Instructions FL20461 R3 II. fe)_Inst 20461.10.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3 AE (d1 Eval 20461.10.odf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online numbers for these doors, which have been stained or Ipaintedwithinsixmonthsofinstallation.) Page 4 of 6 20461.11 k. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68 "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 R3 If (e) Inst 20461.1 1.0f 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 20461.11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.1 1odf 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 panted within six months of installation.) 20461.12 I. Thema-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star I Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.12.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R3 AE (d) 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. Thelma -Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswmg; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.13.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 20461.13 for Design Pressure Ratings, FL20461 R3 AE (d) 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 Nominal 8'0 "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 R3 II (e)_Inct 20461.14.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 20461.14 for Design Pressure Ratings, FL20461 R3 AE (d) 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 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswmg; X0, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.IS.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 R3 AE (d) Eval 20461.15.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.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidehtes (Inswing/Outswmg; XX or OXXO configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.16.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 20461.16 for Design Pressure Ratings, FL20461 R3 AE (d) 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.) Page 5 of 6 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 R3 II (e) 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 R3 AE (dl Eval 20461.17.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star Evaluation Reports doors, this product approval requires the use of "J" part FL20461 R3 AE (d) Eval 20461.18.odf numbers for these doors, which have been stained or Created by Independent Third Party: Yes painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star 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 R3 II (e) Inst 20461.38.pdf Approved for use outside HVHZ: Yes Verified. By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.odf 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 Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star 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 R3 II (e) Inst 20461.19.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: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.19.odf 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 Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star 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 R3 II (el Inst 20461.20.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: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) 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 0 O Page 1/ 2 iD Back Ne :t Contact Us.: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonds is an AA/EE0 employer. copyright 2007.2013 State of Florida. •: Privacy Statement .: At:ceSSibil,ty Statement .: Refund Statement https://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page 6 of 6 Vnder 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 mad 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 of they have one. The emails provided may be used for Official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the 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: Credit Card, Sate https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 s THERMANTRUO DOORS Fiber -Classic. & Smooth -Star., COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1, fit product has been evaluated and Is In compliance with the 6th Edition 120171 Floddo Balding Code (FOCI structural requirements excluding the "High velocity Hurricane Zone (HVHZI. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in areas requiring wird bome debris protection, this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 b R301.2.1.2 as follows: Wind Zones 1, 2 d 3: Glazed Sldelites only: Wind Zone 4: Entire System. 4. Far 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require hither engineering analysis by a licensed engineer or registered architect. 6. FiberClossic a Snaolh-Star Door and Sidefte ponels require the use of 'T part numbers and must be stained or pointed within sic months of Instollation. TAME OF CONTENTS SWI II 111rrrr 4 U N'. Yj a I A.n i od.. z m U N 3.25' MAX O.A. FRAME 68.75' MAX O.A. FRAME WIDTH { E i m e uWIDTH \l„ S o w 15.5 MAX. ISS MAX. V — ' v ma: a` LL FRAME WIDTH FRAME WIDTH r 37. 11 Z 31.15'awc FRAME WIDTH FRAME WIDTH n N h2 pig o 1 QQy Z r W y W OZ 00 O O O °W CL a x = O Y o HXH X 1 Y Y U ZmU NON Y Z W S o 4,5 DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) N — Z CONFIGURATION INSWING OVTSWING VSMALL 8110116 POSITIVE NEGATIVE POSITIVE NEGATIVE NOT5. OK. er. JK XO, Ox, OXO +40.0 1 -40.0 1 +40.0 -40.0 cMK er LFS See Sheet 4 for Hardware Specifications ° RAMP( Nur FL -20461.7 SmaT I_ or 14 0N V ELEVATION XO Fiber-Classic/Smooth-Star Door Ponel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown ore for Illustration and are representorwe only. ELEVATION OXO SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: FSI SCHIAGE OEADBOLT. $60 KNOB: SIGNATURE SERIES KWIKSEF DEADBOLT: SIGNATURE SERIES (980) F("O"E MULTIPOINT:MPDGART THERMA•TRU) 3 pt. Manual Tongue) o; J: ai Co d m J O m z000 i E i o= m C Nn 9dg maa C= 0 CC1 J6 scut: N.T.S. owc By: JK cwc rn. LFS FL -20461.7 n 4 of 14 0.1 S• C -SINK r(TMP) a 6 LIAe' eJO Z A' 23 24 c 1.1/4•MIN. L 29 EMB. (TMP.I 1 HORIZONTAL CROSS SECTION s $ Shown w ( Buck Outswing shown (Inswing similar) b 441 1.1 S MIN. EMB. (TYP.1 f 1.1 /4• MIN. EMB. (TYP.) — 21 HORIZONTAL CROSS SECTION Shown w/ 2X Buck Outswing shown (Inswing *rdar) 5 HORIZONTAL CROSS SECTION utswing shown (Inswing WWF- 6 HORIZONTAL CROSS SECTION outswi g shown ng 9M9Grj EXTERIOR _V``lV-,-A- INTERIOR 3 VERTICAL CROSS SECTION Shown w/ 2X Buck . Outswing shown (Inswing similar) i N 6 25 SEE NOTE 2— 60 $ 0r!NTERIOR v EXTERIORh= s 0 4 VERTICAL CROSS SECTION S Shown w/ V Buck Outswing shown (Inswing similarl E. 8110116 ac: N.T S. BY: JK C. Br. LFS I.W. NO.. FL -20461.7 m 5 or _14_ 1111111111f/// Notes: 1. SideGte assembly screws located 6' from each end plus 6 moreO:' W' screws equally spaced between IS screws total per side iamb). 2. SideGte located 4• from each end (2 screws along N assembly screws 23headiamb). N':; u n 0 7 ° I 43 Em $ z v 8uo c m gd° m d a` L a 6 E vz j 1,4 s l EXTERIOR _V``lV-,-A- INTERIOR 3 VERTICAL CROSS SECTION Shown w/ 2X Buck . Outswing shown (Inswing similar) i N 6 25 SEE NOTE 2— 60 $ 0r!NTERIOR v EXTERIORh= s 0 4 VERTICAL CROSS SECTION S Shown w/ V Buck Outswing shown (Inswing similarl E. 8110116 ac: N.T S. BY: JK C. Br. LFS I.W. NO.. FL -20461.7 m 5 or _14_ Notes: 1. Siderite assembly screws located 6' from each end plus 6 more screws equally spaced between IS screws total per side jamb). 2 Side6te assembly screws located 4' from each end 12 screws along head jamb). cmo. 1 i r.l 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 6 Shown w/ I l sub-0uck 6 Shown w/ I X sub• uC : Outswing shown (tns.%g similar) Oulswing shown (Inswing similar) CL EXTERIOR y INTERIOR 3 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck Outswing shown (Inswing similar) 4 VERTICAL CROSS SECTION 6 ownswiOutng Ishon Pruwing simlor) Y U Um o >` 0 vJZ m o s T N NWm < C(n O O L 8110/16 UL N.T.S BY. JK OV: LFS Moz NO -- FL -20461.7 n 6 or 14 I.S' MAX. m rr WERIOR INTERIOR 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Mosory Outswing only w/ 6.9/16 jamb V RNotes: I. SldeSldeGle assembly screws located 6' from each end plus 6 more screws equally spaced between (8 screws total per side jamb). 2. Sidefite assembly screws located 4' from each end (2 screws along g head jamb). es a 1 HORIZONTAL CROSS SECTION 7 Shown Direct to Mosoruy Outswing only w/ 6-9/16 jamb is 4 EXTERIOR 3 VERTICAL CROSS SECTION 7 Shown Direct to MosoT Outswing only w/ 6.9/16 jamb E,I 4 VERTICAL CROSS SECTION 7 Shown Direct to MosonrYOutswingonlyw/ 6.9/16 jamb 1I-41IN 1 IV C 8110116 IE. N.T.S. o s BY: dx m er: LFS ? wao No. FL -20461.7 0 R 7 or 14 n 111111111111fff i 64b'' 0=nom v • a a Onm m UN•• r, 5 OL C4 mRQ CZ C 41 1I-41IN 1 IV C 8110116 IE. N.T.S. o s BY: dx m er: LFS ? wao No. FL -20461.7 0 R 7 or 14 n Notes: I. S7 Item N's 17,18.32,34,35.36,37.38& 39 are attached to jambs w/ 13) N8 X 2.1 /T pfh screws of each end. SO Item N's 16 333 are attached to jambs w/121 N8 X 2.1 /T pth screws at each end. SII Ilem N 1 S h attoched to jambs utdmng (21 N 10 X T pph SMS at each end. 2. Sideite assembly stews located C from each end 12 screws along IN). INTERIOR EXTERIOR INTERIOR SEE NOTE I L EXTERIOR 1 VERTICAL CROSS SECTION L m 2 VERTICAL CROSS SECTION 8 Inswing SII - 8 InvMg 56 EXTERIOR 7/—A\771- INTERIOR I SEE NOTE 2 zd Il- m W 4 VERTICAL CROSS SECTION g Pubic Access Sit INTERIOR 25 SEE NOTE 2 EXTERIOR 4 5 VERTICAL CROSS SECTION 8 Inswing SII suuurrr 4r EXTERIOR INTERIOR Y. B .9 0 40 41 42 7 16 17 18 4 0Z0 SEE NOTE Imcvn 'Ja EIMMMIF e • NO ; I • O M.— _ z p N Z U e' . arz 8 10 16 z p i }s SCALL N.T.S. C owe !Y. JK1. 01 gCHK. er. LFS ; 6 VERTICAL CROSS SECTION 0;Rww NOe a 8 Oubswing56 F1-20461.7 c sNca 8 or -L4_ O 0 JOT.L. Nir 03 p z a m o 3 VERTICAL CROSS SECTION o n8OvIrmngS7i EIMMMIF e • NO ; I • O M.— _ z p N Z U e' . arz 8 10 16 z p i }s SCALL N.T.S. C owe !Y. JK1. 01 gCHK. er. LFS ; 6 VERTICAL CROSS SECTION 0;Rww NOe a 8 Oubswing56 F1-20461.7 c sNca 8 or -L4_ O DIRECT TO p g MASONRY LL •O& V'' m JAMBS HEAD 3' (rYP ) DIRECT TO N TYP.) T (TYP.) T T PP) Y.. 3'(IYp.) 3) #8x2 -11T i ' ••...... • PFH WS JAMB TO HEAD DETAIL I I El p — L 2X BUCK yyd Cdc vi d rYP J to SILL D IXBUCK I II I DIRECT To N NEA08.jaJAMBS FRAME ANCHORING MASONRY n'p•I JAMBS n'P•) F 0 PYP.j to v o SILLp — RYp•1 1 I I 1 FRAME ANCHORING II1111111/// g Av LL •O& V'' m gyp') T (TYP.) iC 6:2yn DIRECT TO N 00. m a a T PP) Y.. 3) #8x2 -11T i ' ••...... • PFH WS JAMB TO HEAD DETAIL Grj` a of n o DIRECT TO (TYP.) MASONRY p HEAD JAMBS g v 3 8 L o n 07 a m° gyp') T (TYP.) rYP.) V-` DIRECT TO N 00. m a a T PP) rYP.) — O( ryp.l E c= El p — FRAME yyd Cdc vi v I BUCK I I I L 2X BUCK j IX BUCK HEAD s JAMBS I I i to rYP.) DIRECT TO NMASONRY JAMBS r^ rYP.) — O( ryp.l O El p — FRAME rYP J SILL D I I II I I FRAME ANCHORING MASONRY VYP•) FRAME ANCHORING LF, N.T S. BY. JK R: LFS FL -20461.7 TT 10 or 14 28 L 26 25 27 LATCH 6 DEADBOLT DETAIL Kwiksel 25 27 LATCH A DEADBOLT DETAIL Schloge KE SEE LATCH DEADBOL DETAIL LATCH & DEADBOLT STRIKE DETAILS rn, STRIKE JAMB Latch and Oeadboll O OO SEE HINGE L^ O O DETAIL (TYF.( o r — o I I o 16 — tV o6, 0, Tzm$ b`g HINGE JAMB HINGE DETAIL IX BUCK K BUCK XRECTTO MASONRY SEE TONGUE STRIKE DETAIL Ind SEE LATCH - 6 DEADSOLT OETAK STRIKE JAMB MLdhpoint Lock @ 31 TONGUE STRIKE OETAII MV ippn OC l 30 LATCH d DEADSOLT DETAIL Mullipaint Lock MULTIPOINT LOCK STRIKE DETAILS Ir: N.T.S. Or. JK i BY. LFS awo NO: FL -20461.7 a 11 or 14 BACKBEDDING COMPOUND SHOWN w/— IIT GLASS BRE CUT-OUT 1/T-9/16-THK.GLASS PANEL\, w ll/8" TEMPERED GLASS AIR SPACE I/B' TEMPERED GLASS IO x 1-1 DURASEAL ALUMINUMPPHPIASCRECREW3A OR STEEL SPACER GLAZING DRA1L@_ 61S UIe Frame Sde6tes BACKBEDDING I /T GLASS BRE 1' THK. GLASS I /8' TEMPERED GLASS G3 Flush GloangGLAZING DETAIL Slde6tes i''•.. .• O 00can INTERNAL GRID (GBG) INTERNAL GRID (GBG) ir PN% > i o m AluminumAlumwm Spacer) I r r l t t vt C; O°i 9/16' INSULATED GLASS INSERT OPTIONS \ s 0 N i S v g zoE. z m Wiea CW n` 9000. 3 • m 6 LL 4 cCZEe W 181' L OT=8 a n o W S Z DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT BTS LRE FRAME F 3A I/T'a9/16'Gloring u c o. a, L 1 ,m L INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND I W Optional Aluminum Spacer) ( Aluminum Spacer) L G F pin 1" INSULATED GLASS INSERT OPTIONS 1.s• ? N N WO 2 311 STS ly FRAME ME a b 90 400 Uor D" INTERNAL GRID (GBG) INTERNAL GRID (GBG) DECORATIVE INSERT PRIVACY INSERT 3/4" 0INSULATEDGLASSINSERTOPTIONS .0 N.T.S. et er JK Ox sn• LFS oM"G No -- FL -20461.7 sNcn 12 or 14 AIR SPACE 7 1/8 -TEMPERED 3/4' THICK GLASS GLASS lox I-I/T PPH PLASCREW3B OURASEAL, ALUMINUM OR STEEL SPACER GLAZING DETAIL G2 1/T TEMPERED GLASS 611 Ute home Sidefites DURASEAL ALUMINUM G3 Flush GloangGLAZING DETAIL Slde6tes i''•.. .• O 00can INTERNAL GRID (GBG) INTERNAL GRID (GBG) ir PN% > i o m AluminumAlumwm Spacer) I r r l t t vt C; O°i 9/16' INSULATED GLASS INSERT OPTIONS \ s 0 N i S v g zoE. z m Wiea CW n` 9000. 3 • m 6 LL 4 cCZEe W 181' L OT=8 a n o W S Z DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT BTS LRE FRAME F 3A I/T'a9/16'Gloring u c o. a, L 1 ,m L INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND I W Optional Aluminum Spacer) ( Aluminum Spacer) L G F pin 1" INSULATED GLASS INSERT OPTIONS 1.s• ? N N WO 2 311 STS ly FRAMEME a b 90 400 Uor D" INTERNAL GRID (GBG) INTERNAL GRID (GBG) DECORATIVE INSERT PRIVACY INSERT 3/4" 0INSULATEDGLASSINSERTOPTIONS .0 N.T.S. et er JK Ox sn• LFS oM"G No -- FL -20461.7 sNcn 12 or 14 1/T GLASS BRE 3/4' THICK GLASS SIDELITE PANE6,,, 8" TEMPERED GLASS AIR SPACE 1/T TEMPERED GLASS BACKBEDOING DURASEAL ALUMINUM COMPOUND OR STEEL SPACER G3 Flush GloangGLAZING DETAIL Slde6tes i''•.. .• O 00can INTERNAL GRID (GBG) INTERNAL GRID (GBG) ir PN% > i o m AluminumAlumwm Spacer) I r r l t t vt C; O°i 9/16' INSULATED GLASS INSERT OPTIONS \ s 0 N i S v g zoE. z m Wiea CW n` 9000. 3 • m 6 LL 4 cCZEe W 181' L OT=8 a n o W S Z DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT BTS LRE FRAME F 3A I/T'a9/16'Gloring u c o. a, L 1 ,m L INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND I W Optional Aluminum Spacer) ( Aluminum Spacer) L G F pin 1" INSULATED GLASS INSERT OPTIONS 1.s• ? N N WO 2 311 STS ly FRAMEME a b 90 400 Uor D" INTERNAL GRID (GBG) INTERNAL GRID (GBG) DECORATIVE INSERT PRIVACY INSERT 3/4" 0INSULATEDGLASSINSERTOPTIONS .0 N.T.S. et er JK Ox sn• LFS oM"G No -- FL -20461.7 sNcn 12 or 14 INSWING THRESHOLD 32 sing Bask Composite Adjustable SR 1.1 /7 7f 4.W toN 33 INSWING THRESHOLD I.,.n Bask Faed Si0 5.75 INSWING THRESHOLD 34 4rswirg Moderate C.. SB IJ/8' 35 INSWING THRESHO10 Insw ng Moderate Clnlote SI S.1S gINSWING THRESHOLD 36 Inswvg Basic Fsred 5.3/r S® 37 INSWING THRESHOLD Inswing basic Faed 7.1/2' S0 INSWING THRESHOLD 38 Usswirlg Composite Adjustable $2 39 INSWING THRESHOLDUWwlrpBasicComposlle Adjwtoble SII 6.0' o 15 /UBUC ACCESS THRESHOLD i--1.19' ---1 I•• 1.97 P 8 SWEEP 9 SWEEP 10 SWFEP 11111111!!!! r yluls' INSWING THRESHOLD 32 sing Bask Composite Adjustable SR 1.1 /7 7f 4.W toN 33 INSWING THRESHOLD I.,.n Bask Faed Si0 5.75 INSWING THRESHOLD 34 4rswirg Moderate C.. SB IJ/8' 35 INSWING THRESHO10 Insw ng Moderate Clnlote SI S.1S gINSWING THRESHOLD 36 Inswvg Basic Fsred 5.3/r S® 37 INSWING THRESHOLD Inswing basic Faed 7.1/2' S0 INSWING THRESHOLD 38 Usswirlg Composite Adjustable $2 39 INSWING THRESHOLDUWwlrpBasicComposlle Adjwtoble SII 6.0' o 15 /UBUC ACCESS THRESHOLD i--1.19' ---1 I•• 1.97 P 8 SWEEP 9 SWEEP 10 SWFEP rr 16 OIRSWING THRESHOLD C am p aa , Sa in i O 2 WC H O Cw co v O G o YaY} 1 OUTSWING THRESHOLD Z m Composite / Aluminum SB ci o oma^ 00 5.75 _ N z O W W 18 OUISWING THRESHOLD a z Composite / Aluminum SI g o : Thermd Break) Q I 2.18' 2.14" 2.18* ^ zj z.lr-- I I l 1 ^ z ue 1 as 8 10 16 Elj I a srx[ N.T.S. ° 31 two JK m cre BY: er. LFS 3 otuMuic wo: ° 75 SIDEIRFg SPACER 76 SOIuDE pSPACER 77@.IDS S/AGER FL -20461.7 0 Moderate Climate threshold I-; r d " 11111111!!!! r1.56 R * o&; Ji N 8:2Z n y L n 11 n I F-- 2.36' — I 11 111 i d o i o n z m UN •; WOOD JAMB o: E z o Z u c oma C y n J O O a. is (L5.83 B 4' cBCz W rr 16 OIRSWING THRESHOLD C am p aa , Sa in i O 2 WC H O Cw co v O G o YaY} 1 OUTSWING THRESHOLD Z m Composite / Aluminum SB ci o oma^ 00 5.75 _ N z O W W 18 OUISWING THRESHOLD a z Composite / Aluminum SI g o : Thermd Break) Q I 2.18' 2.14" 2.18* ^ zj z.lr-- I I l 1 ^ z ue 1 as 8 10 16 Elj I a srx[ N.T.S. ° 31 two JK m cre BY: er. LFS 3 otuMuic wo: ° 75 SIDEIRFg SPACER 76 SOIuDE pSPACER 77@.IDS S/AGER FL -20461.7 0 Moderate Climate threshold I-; r d " Florida Building Code Online I r1c1q . 1 . Page] of 3 FUM= GGP40TIOGNT OF 1ail Business & Professional Regulation / Xtas pk kf rc c rac sa SCIS Home l Log In I User Registration I Not Topics Submit Surcharge i Stats & Facts i Publications j FBC Stall BCIS Site Map i Links j Search Florida 0Product Approval USER: Public User Product Approval Menu > Product'or Application Search'> Allollcotlon Lis[ > Application Detail FL # FL3999-116 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 ITW Building Components Group Inc. Address/Phone/Email 13825 West Business Center Dr Unit A Lake Forest, IL 60045 647) 918-6473 Ext 4750 slewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpineitw.com Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2022 Validated By William M. Ranieri, PE ill Validation Checklist - Hardcopy Received Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M Ranieri.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOelVMsgigM03ABzN... 1/23/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option C 09/07/2017 09/19/2017 09/21/2017 Page 2 of 3 FL # Model, Number or Name Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1 1999' R6 II Installation Instructions.adf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 Fl ado. R6 AE ESR-111&.Ddf 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes rFL18o9: It6. II Initatlafion Instructlons.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 F11999' R& AE ESR=1118.Ddf 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl 1999 R6. 11 In§tallation Instructlons.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FI t000' R6 A ES&i e'.Ddf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl x'499 R6 II' Installation Instructions.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FU999 R6 AE ESR-111LDdf Back Neat Contact US :: 2601 Blair Stone Road. Tellahasve R 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. C loht 2007.2013 state of'hodda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entry. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. it 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 under Chapter 45S, F,S., please click here . Product Approval Accepts: IEI'R1 https://wxuw.floridabuilding.org/pt•/pr_app_dti.aspx?param=wGEVXQwtDgvKboNOeIV MsgigMO3ABzN... 1/23/2018 Florida Building Code Online Credit Card Sale Page 3 of 3 littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOeIV MsgigM03ABzN... 1/23/2018 INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, including reference to the TPI 1 standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI 1 standard require a truss design drawing specifying relevant parameters for the trusses in which these truss plate products are permitted to be used, including details on the truss plates (size, positioning, embedment, an d limitations thereon). All uses of these truss plate products require such a truss design drawing, fabrication of the truss in accordance with the TPI 1 standard, and application of the truss within a structure in accordance with the Florida Building Code. Trusses are assembled using these truss plates pressed into the wood within the tolerances provided by TPI's Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of TPI 1. Florida Building Code Online Page 1 of 2 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Business & PE -0046549 Professional Regulation National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. r Validation Checklist - Hardcopy Received SCIS Home I Log In I USer Registration Hol Ttopics I Submit Surcharge I stats FactS Publitalions I FSC Staff I BCIS Site Map I Links I Search I a Product ApprovalbprUSER. Public User L Product Approval Menu > Product or Application Search > Application LIS > Application Detail FL # FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L 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 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. r 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 FL14239 R4 COI Indep.odf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Enuly Eouiv.pdf Method 1 Option D Year 2000 littps://www. flot-idabLlildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwiDquDE.IEriOSCei... 3/1/2018 Florida Building Code Online 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 t Page 2 of 2 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 FL14239 R4 II Dwo.odf Approved for use outside HVHZ: Yes 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.Ddf 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 11 <t Contact Us .. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: BSO -487.1824 The Stale 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 ey 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 clock here . Product Approval Accepts: Credit Card Safe titins://www.floi-idabLlilcline.orp-/pr/pr apn dtl.ast)x?param=wGEVXQwtDquDEJErtOSCei... 3/1/2018 1/23/2018 Florida Building Code Online Professional SCIS Home I Log In I user Registration I Hot Topics Submit Surcharge I Stats a Facts I Publications i FDC Staff I SCIS Site Map I Links Search I fkXNt7 r 0USER: Approval I VSER: Public Userdta Product Aooreval Menu > Product er Aeolicatlon Search > Application List Search Criteria Code Version 2017 FL# 15332.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ELI vIY= Manutaeturer Validated By Std2Y8 FL15332- Revision MI Wlndows and Doors Steven M. Urich, Approved gg FL#:FL15332.4 PE Histo Model: SERIES 420 ALUMINUM SGD REINFORCED 717) 317-8454 Description: SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96' Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies npprweo oy ueen..nptrrvvma oy von soon on wvwww on.r ....... Contact Us :: 7601 Blah Stone Reed. 700118ssee FL 32399 Phone: RSO.07-1824 The State of Florida Is an WEED employer. l!Apyi4phf^1007=20t j Sbtn of Florida::: Privacy Statement.::rafcessitAllty statement :. Refund S alernmt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please 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 it they have one. The•emalls provided may be used for ofndal 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, FS., please dick here . Product Approval Accepts. ON E Credit Card Sate htips:/Avww.noridabuilding.org/pr/pr_app_lst.aspx 1/1 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH RECUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO MUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ix EUCK OVER MCSONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS N07 USED DISSIMILAR MATERIALS MUST EE SEPARATED WITH APPRCV--D COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLDWABLC STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ct=t.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL• EXTRUDED ALUMINUM 6003—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS 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 WAITER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHAND HOCHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 410 WOOD SCREWS WITH SUFFICIENI LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANICHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 t/i" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN EL:VAP.ONS AND INSTALLATION DETAILS 12. FOR ANCHORING AJTO METAL STRUCTURE USE #10 SMS OR SELF DRILUNG SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCAT: 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 114E MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. WS-ONRY -• STRENGTH CONFORMANCE TO ASTM C=90. GRACE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEL 1BGt 33KSI OR ALLOdDlU14, 6063—TS 1/8' THICK MINIMUM 15 APOROVED CONFIGURATIONS: OX.'XO. XX. XP: PX. XIP. PIX TABLE OF CONTENTS MEET NO. DESCRIPTION T N07ES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS RM9 wS Di+ITI/I10N 6J[ I AypwpAly ADDED FLANGE AVD I'1N INSTALLATION I."^/10/13 REVISE` INStNAAIION DEIAtS 08/03/15 I R L. Y-13 332L 4 Mi WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 7SD28 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" MOTES SIGNED: 10/23/2075 ptAS0 •waw V.L L 08-02249 9. °S coat 0"t DART ij/NA; NTS t0/30/13 1 OF 10 6' MAX 96' MAX FRAME VIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCAIONS P.EOUIRED 1. _ 17" MAX O.C. 1 6' MAX fai i a:1e Total Frmr wam.( 30A 36.0 42.0 l 60.00 7200 64.00 17' MAX O.C. 4 6 S 6 8 66 Pot Meg Pot Nap POS Nap 6" T - WL N10,1220. 1 40.0 58A 40.0 50.9 4D.0 45.7 AME IGHT 6- MAX Pot Na Ntg 2 40.0 .0 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERfOR WE1V DESIGN PRESSURE RATWO IMPACT RATING 35.0PSF NONE SEE CHARTS 91 AND 62 FOR OTTER UNITS RATINGS acrrsale OESUC dor I WTL NG aJ ADDED FLANGE AND FIN INSTALLAMCN 12/10/13 IRL. REVISED WSTALLATION OEAILS 109/03/15 R.L. CHART 61 WHERE WATER JNFKTRATION RESISTANCE IS REQVLW-D. SEE NOTE 9 SHEET 1 Desi n pressure chart(psi) Number ofenchorloco riontrequlra4 PmM am TOW F. azo , (au fai i a:1e Total Frmr wam.( 30A 36.0 42.0 16.0 a 60.00 7200 64.00 96.00 4 6 S 6 8 66 Pot Meg Pot Nap POS Nap Pot MegN10,1220. 1 40.0 58A 40.0 50.9 4D.0 45.7 40.0 42.0 Pot Na Ntg 2 40.0 .0 NWignt 59,4 69.4 40. 24 4.4 40,0 40.6 1 9T.t oaeNTS 10/30113 2 OF 10 49.8 40.0 43,1 38.4 38.4 3S,0 35.0 CHART 02 WHERE WATER IMFXTAA TION RESfSTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart sal Number ofenchorloco riontrequlra4 MI WINDOWS AND DOORS LLC v 1111"In/ fai i a:1e Total Frmr wam.( StoPiro!sn0Tialkun%i=(N) J? . • i a 36.0 420 4A0 4 6 S 6 8 66 60.0072.00 64.00 Pos 96.00 e Pot Meg Pot Na Ntg Pos Meg NWignt 59,4 69.4 50.9 50.9 4S.7 45.7 420 42.0 oaeNTS 10/30113 2 OF 10 2 52 49,0 D 43.0 43.0 38.4 39.4 4 52.4 465.4 40.5 40.6 37.1 37.1 49.8 49,8 q,t q.t 38.4 36.4 35.0 36.0 CHART Art F- [6 3Z)Z. Lf Number ofenchorloco riontrequlra4 MI WINDOWS AND DOORS LLC v 1111"In/ D l, StoPiro!sn0Tialkun%i=(N) J? . • i 6-). 70.0 36.0 42.0 48.0 60.0 72.0 66.0 96.0 H6S Jamb N8S Jamb H&S Jamb HiS Jamb SERIES 420 SGD REINFORCED WITHOUT ADAPTER_ 4 6 S 6 8 66 9 x 96' ELEVATION iTA OF7 4 6 5 8 6 6 6 e PROM 4 5 5 6 6 66 6 6, 4 6 S 6 61 6 6 5 F- [6 3Z)Z. Lf SIGNED: 10/23/7015 MI WINDOWS AND DOORS LLC v 1111"In/ D l, 1900 LAKESIDE PARKWAY J? . • i FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER_ 0 9 x 96' ELEVATION iTA OF7 OFS,o1021* PROM orc MD. RD V.L 08- 90228249 B oaeNTS 10/30113 2 OF 10 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I I I I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCKINSTALL4TION NOTES., 1. INTERIOR AND EX i ER10R F tl!SNES. BYOTHERS NOT SHONN FOR CLARITY. 2 PERIMETEAA/ID JOWT ,SEALANT EY OTHERS TC BE DESIGNED IN ACCORDANCE YRTRASTA! E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. NT AIN. S10 SCREWCMIILII 1a; t='J EXTE iEW L. WOOD FRANG , JAMB INSTALLATION DETAIL OR 2X BJCK VA300 FRAMWG OR 2X SUCH WSTAL LATION BY OTHERS 15-63 L SIGNED: 10/231015 MI WINDOWSLLCCD DOORS S1R11` o 900LAKESIDE FLOWER MOUND. TX 75028 J•'GENB• o-_ 1 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' FRAME INSTALLATION DETAILS a xLs TAAf- ii, iiaFS:OR10* G?` MOMS 08-02249 8 YS ONA' 1 swc aecNTS 10/30/13 4 OF 10 IryocumnoH an Mmhm EDGE DISTANCE A ADDED FL^NGE AND FIN INSTALLATION 11/10/13 R.L. 9 I RMSEE INSTALLATION oEUA.S I 00/01/10 I R L. 1 S/B' AIN. WOOD FRAMING CR 2X DUCK EMBE WENT RY OTHERS lnwx. SHIM 10 WOOD SPACE 1 3/8' MIN. EMBEDMENTSHIM 1/4' MAX. r SPACE I INTFRFOR MIN. EDG/ 2' E DISTANCE lip Ilrllf1 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I I I I I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCKINSTALL4TION NOTES., 1. INTERIOR AND EX i ER10R F tl!SNES. BYOTHERS NOT SHONN FOR CLARITY. 2 PERIMETEAA/ID JOWT ,SEALANT EY OTHERS TC BE DESIGNED IN ACCORDANCE YRTRASTA! E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. NT AIN. S10 SCREW CMIILII 1a; t='J EXTE iEW L. WOOD FRANG , JAMB INSTALLATION DETAIL OR 2X BJCK VA300 FRAMWG OR 2X SUCH WSTAL LATION BY OTHERS 15-63 L SIGNED: 10/231015 MI WINDOWSLLCCDDOORS S1R11` o 900LAKESIDE FLOWER MOUND. TX 75028 J•'GENB• o-_ 1 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' FRAME INSTALLATION DETAILS a xLs TAAf- ii, iiaFS:OR10* G?` oRA>nc nc „n Rtv 08-02249 8 YS ONA' 1 swc aecNTS 10/30/13 4 OF 10 3/16" TA=CON MASONRY/ CONCRETE BY OTTERS 2 1/2" MIN. EDGE DISTANCE f y 1 1/4' MIN e• •'e EMBEDMENT 1/4' MAX. SHIM SPACE 1 3/16' TAPCON EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT ooaomw o.1t A ADDED FLANGE AND FW INSTALLATION 12/10/13 It. - 9 RENSED NSTAlAIlDr. D TALS 06/03/15 R.L 1 1/4• WN. e CONCRETE/ p 1 1/4" MIN. MASONRY 1/4" MAX, BY OTHERS SHIM SPACE OPTIONAL II Ix BucK TO BE DESIGNED IN ACCORDANCC W17HASTM E2t 12 PROPERLY 2' MIN. 2 1/Y SECLIRED SIGNED: 1.)13/2075 SEE NCTE 3 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY SHEET 1 3/16" TA=CON MASONRY/ CONCRETE BY OTTERS 2 1/2" MIN. EDGE DISTANCE f y 1 1/4' MIN e• •'e EMBEDMENT 1/4' MAX. SHIM SPACE 1 3/16' TAPCON EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT ooaomw o.1t A ADDED FLANGE AND FW INSTALLATION 12/10/13 It. - 9 RENSED NSTAlAIlDr. D TALS 06/03/15 R.L 1 1/4• WN. NOYES: EMBEDMENT I p 1 1/4" MIN. T. INTERIOR AND EXMRIAR KNISHES. BY OTNERS 1/4" MAX, 2 1/2' v SHIM SPACE MIN" II EDGE rDISTANCE DESIGNED IN ACCORDANCC W17HASTM E2t 12 I 2' MIN. 2 1/Y 1 SIGNED: 1.)13/2075 3/16' TAPCON " MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY CONCRETE/MASONRY BY OTHERS OJ? •E • Ns s+ 02TIONAL 1 X BUCK TO BE PROPERLY SECURED S ---E NOTE 3 SHEET 1 INTERIOR C EXTERIOR JAMB INSTALLATION DETAIL CONCREYEMASONRY 0.'STALLA7TON 1 a -= NOYES: p 1 1/4" MIN. T. INTERIOR AND EXMRIAR KNISHES. BY OTNERS e• EMBEOu•ENT a NOT SHOWN FM CLARITY. 1 2PERlMETERANDJO7NTSE.4_4NT9YOTHEASTt>BE 4 DESIGNED IN ACCORDANCC W17HASTM E2t 12 2' MIN. 2 1/Y cs / A l SIGNED: 1.)13/2075EDGEANCE VERTICAL CROSS SECTION CONCRETEMA.SCNRRY04STALLAT)ON MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 1111tt!/ R FLO•HER MOUND. TX 75028 OJ? •E • Ns s+ G SERIES 420 SGD REINFORCED WITHOUT ADAPTER st *= FRAME INSTALLATION DETAILS p ,AT_ Or Clam: oxc No. w, 08 B i S sreLs HTS Oi71 10/30/13 9M69Of 10 1111100\\ Florida 131.1ilding Code Online Page 1 of 3 Q CA C' V"T%1 " r" So. Business & Professional Regulation l rcm Bas Nome I Log In I User Registration I Mot TOPICS I SubrrJt Surcharge I stats a Facts I Publications I FOC Surf I SCIS Ske Map I Links I Search I Product Approvalbr0US[R: Public User tp P19dYS1 Anemval Menu > product or AadKJtbn Search > Application List > Ap011alUon Detail FL Jt FL35080-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived U Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W I NDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@ W INDSORDOOR.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 E7 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 Validation Checklist - Hardcopy Received Certificate of Independence F1.15080 R] Cql Cert or Ind Scales 2015AtZ Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA115 2005 DASMA108 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D htips://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQNvtDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online Page 2 of 3 Date Submitted 04/24/2015 Date Validated 04/27/2015 Date Pending FDC Approval 05/12/2015 Date Approved 06/23/2015 Date Revised 11/28/2017 Summary of Products FL # Model, Number or Name Description 15080.1 1 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 MODELS 724, 426, 735, 750, 755 Installation Instructions FLIS080 R1 II 99A061-rcvF Jamk6ltach s.pdf FLIS060 R1 11 99AO75 Locklnstall s.pdf FLIS080 RI 11 998079-revB s.odf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLiS080 RI AE Eval Report ResPan r1a S, 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 IF1080RiII .9 A0§1-revF JambAtta h s.gd 996075ApprovedforuseoutsideHVHZ: Yes FL1191, Rl 11 Willo t ill 3.6d Impact Resistant: No FLIS080 RI 11 99LS080-revCs.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 RI AE Eval Report ResPan r1a s.odf 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 RI 11 .99A061-rcvF JambAktAOLW Approved for use outside HVHZ: Yes FI 15080 RI II 99A07S Loeklegtail s.ddf- Impact Resistant: No I'LIN080 R1 it 99B081-revC s.odf 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 6 Al At_ Eval Report ResPan ria 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 FLIS080 R1 Il 99A061-revF JamtAttach s.ydf Approved for use outside HVHZ: Yes FI f 5080 RI 11 99A07S Loddnstall s.Rdf Impact Resistant: No FLIS080 R1 11 99J 8) 7_ -rev c.Rdf 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 Fal Rei rt ResPan r1a s.odfOADRrAEEv 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 FLISQfLR1 LL99AQ 1-revF JambAttaCh LqO Approved for use outside HVHZ: Yes FLIS080 RI 11 99A07S Locklnstall L01 Impact Resistant: No F1.15080 RI II 990083 - 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 FL15030 RI AE Eval Report ResPan ria s.ptif 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 Flt 5080 R1 11 996061-revF JambAttacli s,pdf Approved for use outside HVHZ: Yes El 15080 RI tl 99A075 Lock ristall s.odf Impact Resistant: No FL15014_L 99 34 CY@3 RL 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 FL1500,0 RXAE Fval Repqrt Res r1 _2L Created by Independent Third Party: Yes littps:Hwww.floi-idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtiS73Fr2Zyi Pt... 1/27/2018 Florida Building Code Online Page 3 of 3 15080.7 (RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLL52QQ_R1 11 99A461-reyF ]im9iliI.SL_•RAf Approved for use outside HVHZ: Yes R-15080 Rl 11 99A075 Locklnstall s ntlf Impact Resistant: No FLIS080 RL 11 998095-revA s,Ddf Design Pressure: +25.5/-28.5 Verified By: JOHN E. SCATES, PE FL 51737 Other: +25.5/-28.5 LISTED IS FOR THE 20'0* WIDE UP TO Created by Independent Third Party: Yes 12' 3' TALL OTHER SIZES AND PRESSURES ARE LISTED ON Evaluation Reports THE DRAWINGS FL15080 RI AE Eval Reoort ResPan ria s.gif Created by Independent Third Party: Yes 15080.8 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS080 RI •11 99A061-revF JambAltach QS f Approved for use outside HVHZ: Yes 15 8Q fit 11 996975 LockInstall s Rdf Impact Resistant: Yes Design Pressure: +37.8/-42.9 FI t 5080 RI 11 998096-revA s.Ddf 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 F)_ISn80 RI AE_val Reoort Rl;@Pan r a F,.p9j WINDBORNE DEBRIS APPLICATIONS. Created by Independent Third Party: Yes Contact Uz :: 7601 0falr ern" goa& Tallahatzee FL 32_=99 PhorAl 250.487.1024 The Slate of Florida Is an AAIEEO employer.'Cosyrighl 2007-2013Rate of Fbrlea.:: P406StAStAlffflek :: A : Relund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released In response to a public -records request, do not send electronic man to this entity. Instead, contact the office by phone or try traditional mall. If you have any questions, please contact 250.127.1395. -Pursuant to Section 455.275(1), Florida Statute$, effective October 1, 2012, licensees IlcenW under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communkatlon with the licensee. However emall addresses are public record. It you do not woh 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 did Dere . Product Approval Accopts: Cr V!Jtt VBrd Safe,. https://w,,vw.floridabtiilding.org/pr/p•_app_dtl.aspx?parani=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 2' GALV. STEEL HORIZONTAL TRACK. t6 CAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. TRAj4• X1 3/4• t/4" x 1/27 los(COLI'6NEXHEADSELFCARRIAGEBNUT WK. x 1-1/2' x 13 GAGE N. DRILLING SCREW GALV. STEEL HOR12ONTAL ANGLE (()) // 13 GAGE GALV. STEEL TRACK SPLICE USESHAL9CRfWi OR MO BRACKET. FASTCN TO WOOD 2AM8S WITH 5/16' X 1-1/2' LAG SCREWS. DETAIL 0 2' GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH t/i-20 X 5/8' TRACK BOLTS. 1661 (9 X 7). 160A. (9 X 8). OPENING HEIGHT I I II 63' (C X 6) NOT OVER DOOR HEIGHI) I (2 BRACKETS EACH SNC) COMMCTCtAL (9 X 7) 42 X 7) 1/2' POL7SIYRENE 3T' i % b) (3 BRACKETS EACH SIDE) LNSULATION STANOYLO COMMERCIAL (9 X 8) FOR MODEL 735'--\ 1 1 II II t s SO ENO STILES – FASTENED WITH 2' ROLLER WITH 7/16' OIL STEN. O ( IF GAGE OG–L–tOtS TO PANEL. USE ENO GO EE OCTAL C RUTS IN Mo E OPT101TAL . LDCK NOTE: DOOR MUST BE INSTALLED OVCR MO TILES ON 9 % 6. 2t' OR 2i ET OEWL C. HIGH PANEL WITHELECTRIC OPERATOR I BOTTOM SECTIONS. STOP MOULDING NALED EVERY 12' CALV. AND PREPANTEO STEEL TRACKS ON DOCIRS WITH E%TENSION SPRINCS). 3' 20GA i–O rmc NAL INN, 25 CAGE ALL MODELS O ATTACHED WITH 5 FASTENERS, 14 GAGE. (SEE OCTAL C). EXCEPT 24 GAGE CALVANZE0 STEEL STRUT, I MODEL 750. 755 ATTACHED WITH 1/4' X 3/4' i' LONG 14L7K HEAD SELF ATTACKED WITH 2 FASTENERS LAC SCREW - 5/16' X 1-1/2 DRILLING SCREWS. 6oROM SCREW CAN BE ABOVE OR i SECTION 8-8 20 CAGE CALV. STEEL CENTER STILE BELOW ROLLER. TOC L -LOC OR POP RIVETED TO PANEL IV -k COMMERCNL CALV. STEEL TRACK SRACKE7S. SEE ABOVE IS CAGE CALV. STEEL CENTER HINGE RCSIDENTNL SECTION A -P FOR SPACING. FASTEN TO WOOD 2AMBS WITH 5/16' X 1–I/2" FASTENED WITH (4) 1/i X 3/4' IAT. SCRCWS PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. P.S.F. TABLE DOORSIZE OCmH PRESSURE TEST Pm RE NOTE: ALL NON–OESCRPIIVE TASTENCRS SHOWN TO BEOiMa1P=.'MN(GATMC POW"NEt Ah'E 1/4'-20 X 3/8' HEX BOLTS k NUTS OR 0" 7'-0-1+22.91-26 a +34.4 39.6 1/4" x)/.. LONG HEX HEAD SHEET METAL SCREVAS 1 iU' 8'-0' 1-19.21-22.2 28.8 33.3 N AA Digitally signed by John E Scates, P.E s;•'V 03tC.201S.04.14ig:19:23-05.00' NO.' DOORS SHOWN ON INS DRAWING NAVE BEEN DEMONSTRATED TO WITHSTAND ME PRESSURES USTCO IN THE TABLE ABOVE VM TESTING TO ANSI/OASMA 108-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SITES K ME RESPONSIBILITY OF OTHERS. t6 GAGE Mv. STEEL TOP BRACKET WON 14 GAGE ROLLER HOLDER SEE DETAIL 0) rTIN UNLSTERE:YLO 7 S L STEL (9 X 7). 2' ROLLER WITH 7/16' OIL STEN. O ( IF TRE: ?'BALL STEEL. (9 X.A. EE OCTAL C RUTS IN Mo E OPT101TAL . LDCK NOTE: DOOR MUST BE INSTALLED WITHELECTRIC OPERATOR I BOTTOM SECTIONS. OR A LOCK MUST ENGAGE BOM TRACKS ON DOCIRS WITH E%TENSION SPRINCS). 3' 20GA SEE OCTAL A) GALV. STEEL END HINGE COMMERCIAL O ATTACHED WITH 5 FASTENERS, 14 GAGE. (SEE OCTAL C). 1.25" CALVANZE0 STEEL STRUT, OA d ATTACHED WITH 1/4' X 3/4' LONG 14L7K HEAD SELF ATTACKED WITH 2 FASTENERS DRILLING SCREWS. 6oROM SCREW CAN BE ABOVE OR L 3' FW -1 B' OPTIONALL101EL 5SCS 91 7' OR 5' D'tTICAL STILE R ON HLVGE OPTIONAL FOR MOD. 724, 730 USE ONE CXIRA SELF EE OCTAL C RUTS IN Mo E 750, 755, 426 DRILUNC SCREW THROUGH TOP LCAf OF HINGE. I BOTTOM SECTIONS. 2.75' —I ENO STILE t RUL. T DETAIL A 3' 20GA WOE STRUT 20 GAGE ENO STILES 1-3/8 POLYSTYRENE INSULATIONO OPTIONAL FOR MOD. 724, 730 O 750, 755, 426 T O OA d 1) GAGE GALV. STEEL BOTTOM BRACKET O A ATTACKED WITH 2 FASTENERS 6oROM SCREW CAN BE ABOVE OR L RALS BELOW ROLLER. 20 GAGEENOCAP USED ON L.H. 9 % B DOOR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT 1 DETAIL C 9 X % DEBRIS REQUIREMENTS IN FOC P.O. BOX 99 t;A LITTLE ROCK, AR WQITDSOR DOOR 72219-fi915 501) 562 -len MODELS: 724, 426, 730. 735, 750. 755 12/15/111 RLS - 2866 3/10/08 RLS 2848 11/1/07 RLS E.C.N. DATE: APPROV. SDNE NONE FL/5(Dp0A r ININOLOAD RESIDENTIAL PAN DOOR W1 8 E7LT LEVE, I DATE I n W r N 99-8-0791 SHT 1 OF 3 W CAGE STEEL TRACK SPLICE OR :TAG 9RACKE7, FAST-Lfi i4 WOOD uu Ya1TM 5/16' 11 1-1/2• LAD SCRElvS 2• CALV STEEL VERTICAL TRACK 16GA . BOLTED TO gs TRACK 6RAC<CTS 0ATi1 1/4'-ZO x 5/8• TRACK BOLTS. OPENINGHOCH.T i4 N01 OVLK ODOR HEIGHT) 11 03 3/4' X 1-1/2' X 13 CAGE MIN. I/4' X 1/7' LONC GALV. STEEL HORIZONTAL ANGLE. USE CIr7RA CORIAGE BOLT t NUT NEIL MEM SCLF DRILLING SCREv USE ((2 SHEET CTAL SCR U.LV. STEEL HORIZONTAL X 16 GAGE OR 13 GAGE EOCO7H WEIGHT IDETAIL D 63- (t6 x 7) 74" (16 X 8) 42' (16 % 7) 50' (16 X 6) zil BRAC<S EACH SI I II II24- pe x 8) CT0E 13 TOG LCAGE- t0 PANEL F VSE END GP OVER ENO STILES.-( SEE OEM.L C) STOP MOULDING HALED EVERY S' 6-0 TYPE NUL Mw. -1 SECTION B -B STANDARD FOR MODEL 73&- 16 GAGE GALV. STEEL S STRUTS 1 TOP BRACKET WITH 1 4 GAGE ROLLER I4OLM 3- 20CA WOE 16 x SEE OCTAL 0. Y 16GA WOESEEDETAILA) 16 x STRUT JUST BELOW TOP BRACKET. I 2' ROLLER WITH 7/16' OW STEN. 16EX 7)0.7 BALL SHORT STEM t6 % 6 10 BALL LONG STEM OPTIONAL LOCK -/ SUPPERTRUT HHINGC OF LEAF. (SEE DETAIL B). W. STEEL 114 GAGE) COMMERCIAL 0 HIMM ATTACHED N5 FASTENERS. GALVANIZED STEEL STRUT ATTAOIEO WITH 1/4'x 3 4' LONG HEX HEAD SELF ORELING SCREW 2 aP ENRT VERTICAL STILE) SECFION OVERUPPEINGGERPART OF LEAF. (SEE DETAIL 8). 1 1-3/6' POLYSTYRENE 21. OR 24• H" INSULATION OPTIONAL FOR MOO. 724. 730. PANEL GALV. AND 750, 755. 426. PREPAINTED STEEL 25 GAGE ALL SRLTR'ON BOTTOM BRACKET MODELS EXCEPT 24 GAGE MODEL 750. 755 =c J T3 GAGE Glv. STEEL r, 80R111LAOM GJLEL ATTACHED WITH 2 LAG SCREW 3/16' x 1—I/2• SCREW UN BE ABOVE SECTION A -A OR BELOW ROLLER. 20 GAGE GLV. STEEL CENTER STILE TOG -L -LOC OR POP RIVETED TO PANEL NOTE: GLAZINGDEBRIS 16 GAGE GALV. STEEL CENTER HINGE RCSIOELYTIAL LIOG. COMMERCIAL CALV. STEEL TRACK BRACKETS. SEE ABOVE FASTENED WITH (4) 1/4- X 3/4' FOR SPACING. FASTEN TO WOOD JM13S WITH 5/16' % 1-1/2' NOT HEAD SHEET MCTAL SCREWS. LAG SCREWS, PREPARATION OF JAMBS BY OTHERS. PSI. TABLE DOOR 9ZI I DE54r PRESSURE TEST PRESSURE I •10-14 -Vow. AOSIT rgCATM r'09'IAE KE:ATNI NOTE ALL NON—DESCRIPTIVE FASTENERS SHOWN TO BE t6'-0" IT -0" 18.7 —20.8 +28.1 —31.2 1%:• X 3% 45/ 9- NG BOLTS S M°REFAL SCREWS. I8'-0"+18.7 -20.8 1 +28.11- 31.2 No. A737 3127 rXROATE OR %q' STATE OFDOORSSHOWNONTHISDRAWINGHAVEBEEN / TT—PE3ott6 Cp2iLIST03 i PO Ji Z 108-05. OETEEautrNAi10h OF SUITABILITY FOR SPECIFIC 9tESTHE TABLE ABOVE VIA TESTING TO a5 E RESPONSIBILITY WITHSTAND OTMOTHQLS. PRESSURES ReWe.a awr Tar ..AYtaUen-or OPTIONAL sS8 A CLASS LIGHTS 6'(000BLE CAR) COrr<RVCTIJY STRUTS OPTIOnAL 1 E0NG M9OSSECI S HIN CS (] COL"UMNSUMNNS) USE ONE EXMA SELF DUWNC SCREW TNROUCN TOP LEAF OF HINGE, ENO STILE k RAL TVPCAL- FAG 1.23" --I I-- IO GAGE END STLE57 EIO rWG 1 EN GAGE awroco.r0:1 2.75'-1 DETAIL ADETAIL C O 320GA VAOE STRUT (t6 x 7) 3' 18CA WIDE STRUT 16 X 8 O 1tA¢s NOTE DOOR MUST BE HNSNALIED ^ T 7 WRIT EITHER IECTRIC OPERATOR 1 6 Y BOTH DETAIL B TRACKS ori uU HS M' OTTCHSION 6 X SPRINGS). OLFSIREME.NOTNS IN C° 1 6' X 8' P.O. BOX 8915 WINDSOR DOOR ARi229Re9115 501) 562-1872 RLB RLS E.C.N. I DATE: I APPROV. 724, 426, 730, 735, 750, 755 PART NAME: WINOLOAO RESIOENTIAL PAN DOOR TOLERANCE W1 8 s .075 NEXT LEVEL GATE: OWG. NO. A 1' 11/1/07 99-6-079 13 CAGE STEEL TRACKSPLICEORFLAGRCKBRACKET. FASTEN TO WOOD JAMB t/a• CLRIPJ-['lItLTS 3/4' X 1-1/2' x 13 GAGE MW m74 S/t6' x 1-1/2' 31.2 GALV, STEEL 31.2 CAO ScRm HORIZONTAL ANGLE. 2 PER VERTICAL STILE) 1H' X 3//' 21' OR 24' INSULATION OPTIONAL HIGH PANEL Shccl wcrk SCREWS mOAX 3/0 MiA7 SEIf 750. 755. 426. PREPAINTED STEEL 27 MY. STEEL HORIZONTAL M sxcitcw 2' OALV. STEEL 24 CAGE MODEL TRACK 16 GAGE OR 13 CAGE DETAIL_ D VERTICAL TRACK BASSO ON THE WEIGHT OF I 16GA THE DOOR. ORATED j SECTION A—A 1.25' --L RATRACK6RAC'KC75 TOG -L -LOC OR POP RIVETED 10 PANEL IS GAGE CALV. STEEL CENTER HINGE RESIDENTIAL WITH 20 x FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEET METAL SCREWS. 5/6' ACK Soli$, 63- (16 x 7) n' ie x 6 3' ITSCCDETAIL •E' OPENING 1 HH'r NOTA ER 1._ 2.75' —1 Ik7OR NEICHT) DETAIL A 1 42 (18 x 7) 3' 1SGA WOE STRUT 50'(18x8) I 2124:ie1Xclei 5' I DETAIL E — I A BRACKETS EACH SIOC 20 GAGE d0 snucs - FASTENEO WITH Z-L-LCCS TO PANEL USE ENO CAP R CND STILES. ( SEE DETAIL C) N01 t10UU1AIL IN. EVOn' 9' 6-0 TYPE NAR YP4 i SECTION 8-8 C motwoV. STEEL O 0000TLWES MSM VICSCC 4 LAi StFtWS O KA94M PWARAIION-OF JAMW n On SEE OcIAL P.SJ. IABILE DOOR SZE m" PRES3U;tC TEST PRESSURE At01N Or POWK NECAT 18'-0" 7'-0' +18.7 -20.8 +28.1 31.2 20.8 +28.1 31.2 1/2' POLYSTYRENE IN$LAATIONSTANDARD FOR MODEL 735. --% OPTIONAL SSB CUSS LIGHTS SEE OCTAL 0. STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH B 7/16' OlA LONG STEM TIRE STEEL t0 HALL OPTIONAL LOCH STRUT ON UPPER PART OF SECTILEAF °(N OVERSEEOrIAAL e. iq. STEkl . •t4 GAGE) COMMERCIAL WITH 6 FASTENERS. SEE DETAIL 8 R, for( Nip 4' X 16''AIR VENTS 1 SOETAtI'B OF Alta` )N TOYTA OPEN MVI ON LOWER -PART OF - USE TWO EMM SEL/ ORILLL40 I GAtvAv0:E0 STEEL ILII STRUT ATTACHED 7' 4' WITH 1/4- X 3/4- LONG HEY HEADLOSELFDRILLINGSCREW 2 PER VERTICAL STILE) 1-3/8' POLYSTYRENE 21' OR 24' INSULATION OPTIONAL HIGH PANEL FOR MOO. 724. 730. GALV. AND 750. 755. 426. PREPAINTED STEEL 25 RAGE ALL MODELS OCCEPT STRUT IN MIDDLE OF BOTTOM SECTION. 24 CAGE MODEL 750. 755. 13 CAGE GLV. STEEL BOTTOM BRACKET ATTACHED WITH 3 I FASTENERS BOTTOM SCRCW CAN BE ABOVE OR BELOW ROLLER. j SECTION A—A 20 GAGE GALV. STEEL CENTER STILE TOG -L -LOC OR POP RIVETED 10 PANEL IS GAGE CALV. 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 i/.- 20 x S/8' NIX BOLTS it ".ITS OR 1/4 x 3/4' LONG HEX HEAP SHEET METAL SCREWS. DOORS SHOWN ON THIS OMWVNC WAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASVA 106-05. CETERNINATION OF SUITASLTIY FOR SPECIFIC STIES 15 THE RESPONSORM OF OTHERS. SCREWS THROUGH MINCE LEAF. ENO SRLE & RAIL AS SHOWN. TYPICAL EACH ENO MINCE DETAIL 8 NOTE: OWING DOESNOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FOC COHSMUCIION STRUTS 7' CR 6' B I OPTIONALLLOOONSELOOSSE CEm7tR STNS (7 COLUMNS) CENTER MNGES (3 COLULINS) 20 GCE ENO STILES7 16 WCE CPO CAPro.r DETAIL C NOTE: DOOR MUST BE INSTALLED WITN EITHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). 8' X 7' 8' X 8' P.O. 80x 8915 WMSOR DOOR 722 9 ROCK. 1 AR1(501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR TOLERANCE W1 B RLB Dnm'* EC. RI AN0. REV. E.C.N. DATE: I APPROV, OWC. N0. 99-8-079 2' CALV. STEEL PIMIOVTAL rRACN ers DOM sWoor 15 GAGE MIN GLV STEEL TRACY SPATCC OR rLAG SRAGQr. CAC TEN ro W000 SAM 6 %rm 5/16" Y 1-1/2* %A SCTIOWS. - OPOalIC HEIGHT POOR MEOwR) 7 BRACKET$ EACH SIDE 1/.' 2 1/2• LANG CAARVOE BOLT a NVT 1n EXTRA NOL INO SELF SHE([)) / UEX W SLTTQY USC42L1EYAi x " K' 7' T6GL CALv.STEEL VERTICAL RACK BOLTED 70 TRACK ORACKEFS WITH 9.-2o Y S/6• TRACKLIS. DETAIL 0 r 70 Gi.E END SIRES - FASTENED WIN TOG -L -NAGE 10 PANEL SCP MUp OTIC NAILED EV(RT 17" 0-0 TYK NAIL MW. 7' I 16 G C CALv. SMT_ CENraR 16NvJ 20 G•% GLV. STEEL CENTER STILE T- :0 GCE GLV. STEEL rPACK BRAOSTS. SE ABQVE SPAcnG .SRN TO aD00 :AN6/ v0N 5 16' a 1-I/2' W', SCREWS. PROARArON OF Jw65 7r 7mm. SECTION 8-9 P.S:F. TABLE WE1_ N V I ATOT N o -a a` I pqvmt . i9--0J7--0--j+22.9 —26.4 +34.4 —39.6 xLAt • 4 r.ANOAPO FOR MOOCL 736 -% rV R WRH 7/16' OIA stK)Rf sTpl 14 CAM GALV. STEEL END HINGES ARACI® WTIN s) SLRENs M. NE DETAL C)• INNS STRUT ON ML1qIDRpRLEE6pTFTN t BOIIDAF SttcTamL r-GALVANIim SrML STRUT. ATT.cNm "IN 1/* - 13/.• LCHO HOI HW SOF OPO LING SCROK 2 PER VERTICAL STILE) SRRR REF. 7 SECTCN CIE: AT[ CONSTRUCTION UTS 21' PANEL VSWC (2) Sra•JTS 3' 20G 1tDE sE•OCIAL q ru LONG PANLT. PREPANTED STEELINSULATION OPTIONAL EMBOSSES SEE OETAL q 25 B0. FOR ALLFOR 40MLS ExCE" LOCK O I OPTC.SAL K 16' NR VEINTS 17' 1( GALV. STEEL BOTTOM BRACQI 1 2.75• o DC YD7. to p AREA) a1 u WITH 2 FASTENERS SCREW CAN BE ABOVE OR op%z L71GLC• GTR) NOR; DOOR 41ST DE INStALLED CLLR SULES A CENTER WITH UTHER AN ELECTRIC OPERATOR HTNCCS (1 COLUUN) OR A LOCK MUST EHGAGC BOTH TPACO ON OOORS WON CMNSCN SPRWDs). RAILS A SRRR REF. 7 SECTCN 20 GAGE ENO S"LES o O, KA DETAIL C SECTION A-AI NOTE: GLAZING DOES NOT SATISFY NPACT FO -T-71 DEBRIS REQUIREMENTS IN FOC NOTE: ALL NON -DESCRIPTIVE FASTEN SHOWN TO SE 1/.•-20 Y 5/6" NC7 SOLIS t IMS OR 1/.' k 3/.' LONG KD HEAD SHEET METAL SCREWS. Digitally signed b)yohn E Sates. P.E. Date: 2015.04.14 j9!1.738.05'00' IDOORS SHOWN ON THIS ORAWINO HAVE BEEN DEWCNSTRATEO 70 WRHSTANO THE PRESSURES LISTED IN ,NE TABLE ABOVE VIA TTSNNC TO ANSI/OASMA 106-05. DETERMINATION Or SUITABLY FOR SPECIFIC SITES IS THE RESPONS181UTY OF OTHERS P.O. BOx 6915 IV WINDSOR DOOR 72219 915AR sol) 562-1872 MODELS: 724, 426, 730. 735. 750. 755 PMT NAME: N9NOLOAD RESIDENTIAL PAN DOOR W2 8 1/1/07 RL13 NOCT LEVEL OATS: DWG. NO. 8-07 RLe E 2/27/07 99-8-080 DATE APPROV, NONE I PLOT SGAIE I DIRKUK Y SHEET 1 OF 6 FL 150 Po , a- r— 1.25' H 21' PANEL A ANDV...-CD I-3/8' POUSTVRENE PREPANTED STEELINSULATION OPTIONAL 25 B0. FOR ALLFOR 40MLS ExCE" Moo. 72+,730. 750. 426 & 735. 24 GA MOOCI 750. 73:aGC GALV. STEEL BOTTOM BRACQI 1 2.75• o WITH 2 FASTENERS SCREW CAN BE ABOVE OR 7'— DETAIL A 3' 20CA WIDE STRUT 20 GAGE ENO S"LES o O, KA DETAIL C SECTION A-AI NOTE: GLAZING DOES NOT SATISFY NPACT FO -T-71 DEBRIS REQUIREMENTS IN FOC NOTE: ALL NON -DESCRIPTIVE FASTEN SHOWN TO SE 1/.•-20 Y 5/6" NC7 SOLIS t IMS OR 1/.' k 3/.' LONG KD HEAD SHEET METAL SCREWS. Digitally signed b)yohn E Sates. P.E. Date: 2015.04.14 j9!1.738.05'00' IDOORS SHOWN ON THIS ORAWINO HAVE BEEN DEWCNSTRATEO 70 WRHSTANO THE PRESSURES LISTED IN ,NE TABLE ABOVE VIA TTSNNC TO ANSI/OASMA 106-05. DETERMINATION Or SUITABLY FOR SPECIFIC SITES IS THE RESPONS181UTY OF OTHERS P.O. BOx 6915 IV WINDSOR DOOR 72219 915AR sol) 562-1872 MODELS: 724, 426, 730. 735. 750. 755 PMT NAME: N9NOLOAD RESIDENTIAL PAN DOOR W2 8 1/1/07 RL13 NOCT LEVEL OATS: DWG. NO. 8-07 RLe E 2/27/07 99-8-080 DATE APPROV, NONE I PLOT SGAIE I DIRKUK Y SHEET 1 OF 6 FL 150 Po , a- 2 - QALY. STEM NEORIZONTAI TRACK oS kE3-M 3/4' x 1-1/2' x 13CAM Ink V. S1CM HORIZONTAL ANGLE. 13 GAGE ION. QALY. SRM TRAO[ 1PUCr.'OR FLAG WWKLT. rASTE" 10 WOOD Aug 111TH s/t6' x 1-1/r IAO sciews. V. STEEL A TRACK I 1/A' x 1/2' LCN4 CARRMSE BOIL k NUT USE CKTRAA NEM MELD314 SELF oawNcr x UNE 4' SSEu LSA DETAIL D DR tam CHI 51737 14 1COW 072203000WENEN n'° ftEMCI) SS;97ATE OF 4I\ ttI\\F`1 t' Opo••. Oµ::\. Z` END A NLISTED OCTERUINATON Or SUITABILITY r09t SPECIFC SITES IS THE RESPONSIBILITY OF OrNER4 Vrbu A Pf6r0i0 VNy tw nnrseton 4d ntne66 mnsluclm DINS. WITHSEESEE 31' 3 WCKETS EACH SLOE Co. cm 11SUTATTO I 1/r PRO MRtENE SEVICAWOM 735 1 OWs' 70 GAGE ENO STRES - FASRNEO ENS TN LOG -L -LOGS TO PANM 2PI USE ENO CAP OVER ENO STILES SEE OCTAL C) I 1-3, STOP MOULDING K020 VM 12' NSU S-0 floc HNL rt H, 24' HIGHrOR PANEL GALVTu• y ANO EOSPAINROSTEM 23 W ALL 2. MODELS ExCL 24 GA. MOM SECTION 6 a 3. 750. 753.aap* it CAGE CALV. STEM COSIER wNa IT rASICROtT ARcsuENITAIATGCNEO1 20 GAOC CALV. STEM CDnER SRE SECTION A -A ATTACNEO WH TOG -L -LOC OR POP RNETS 10 PANELS WtE: ALL NOH-DCW%PTWC FASTENERS SHOWN TO BE CI1/4'-20 x 5/0' EVOLTS k xUts On 1/4' Y 3/4' LONG HEx HW SHEET MCTAL SORWS. t0 GACE GLV STEM TRACK BRACKETS. SCE ABOVE FOR OILNRTY OLDER. ROLLER WITH 7/16' IOW M. C' 7 BALL -STEEL V. STEM ATTACKED sTnE) REEVE DNAL30730. 7. ANO SPACING. FASTEN 10 WOOD AAWSS WITH 5/16' X -1/2 - 1-1n' LAG SCREWS PREPARATION OF .MMBS III OTHERSs. LAC tam IT -nix -3 + - t + t. -i 1-32.61 51737Na 072203000WENEN n'° ftEMCI) SS;97ATE OF 4I\ ttI\\F`1 t' Opo••. Oµ::\. Z` ON 7 KWEDRAWING iNDEMONSTRATED T wRNSTANO TNC PRESSURESTH` i1TABLE ABYN£ VIA TESTING OANSI/OASW IB A NLISTED OCTERUINATON Or SUITABILITY r09t SPECIFC SITES IS THE RESPONSIBILITY OF OrNER4 Vrbu A Pf6r0i0 VNy tw nnrseton 4d ntne66 mnsluclm DINS. 3' l J! A CE OCTAL . QUAL A 3' 20G WIDE Baur W1G DOOR MUST BE INSTALLED WITH EFTHE7E AN ELECTRIC OPERATOR OR A LOCK (MIXT ENGAGE BOT" TRACKS ON OOORS WITH EXTENSION SPRINGS). 1' x IC' AIR VENTS 21 RFA'0. TTEN ARG) RAILS O 0 L.H. USE ONE EXTRA SELF ORLLPNG SCREW TmROOC" TOP LEAF Or HINGE. ENO STILE GP AND RAA_ TYPICALEACH ENO HINGE JANG (7) STAMS UCTON OPTIONAL ATOP LONG PANM EMBOSSES r1 00 INI 1 — I MAL LOCK m"GCS I1US AtGotta.)EMTR 20 CAGE DO EAP 20 GALE EW STILES oA A h DETAIL C NOTE. GLAZENO DOES NOT SATISFY IMPACT DEBRIS REOUMEMENTS IN FBC P 0. Box 5915 W WMSOR DOOR 7r 9-ei. AR 501) 562-1872 DATE 724, 426, 730. 735, 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR. W2 8 DATE: DWG. NO 2/27/07 99-8-080 ORA. BY8H SHEET 2 OF 5 3/1' X 1-1/2' X 130AGE YIN 16 WE DALV. STEED. TOP BRACKET GAW, SMNOAZONTAL ANGLE. 1/A• X 1/2• LONG WITH 11 GIDE ROUDN NoIDER 7' GLLV. STEEL USE EXTRA CA 040 BOLT k NUT SEE DETAIL 0. HORIZONTAL TRACK 10 GAGE OR E GGC /MaSE V BASED ON THE wppGRILLING SCROR Of ME OOOR (()) // A SSFIEiT2MCiAl•SC 3 `• SIRU1 ON UPPER PARI OF 13 GAGC UK QALY, STEEL TRACX SPLICE ' OoN BELOW ROLLER. OR FLAC BRACKET, FASTEN f0 WOOD JAMB NrH 5/16' X 1-1/2' LAG SCREWS r ROLLER WITH 7/I6• ON, I! LONG STEM. 16 WE CALV. STEEL TIRE STEEL 10 BALL VERTICAL TPACK DETAIL D SSEC ON HINNGGEPART LEK. OF 2• SEE MAIL C. SZ OCTA C N ' 11 GCE K sIEEI• LW IKt NOT OVER (OG1p411GLATTAEMD 1TRN (3] DOCR S( Ee)' DETAIL E SSLtlR10OTCSS EVIL! 11Ef0111) 551: (To 1X1 7J e)' J B.v1aLETs CAGH Oce 34 (to i A E rtpp'ffT ONN l iDS.0 Of p L • IQ •pEATYI G IISUTAJIDN _ vANQm STS.}'SPAR. MODEl V135 LAON/G lmc CF01/fk11Y.• 010LLBNG'SCROLS' 1 5' (2 VOL vomrAt ST1U:i GAGE CND TILES - fASTOIEO ,SMff ON UPPER PARC Of MITI NOG -L -LOGS TO PAWL SEC110N ON LONGE LEAF. USE ENO CAP OVER ENO STIES. SEE OGTNL G SCE OCTAL 6) 21' OR 21- HIGH PANEL GLV. 1-3/6• POLTSFIR[NE INSULATION STOP YOVIOwf. WAM cmw O• AND PREPA. TED OPTpµAI F'OR Y00. 721. 7J0. 0 Ten KAL MW. STEEL 25 WE ALL 750, 755. 126. MODELS EXCEPT 24 GAGE 6gDEL s'DLJr ON BOTTOM BRACKET j( RESIC6 AnSAMMLEIC 750. 735. S GAEMERNIOVOEMIM 1 fA5TWL4i IS GGC CAW. sTm BOTTOM GRATIN0 GAGEGLV. SIE¢ CENTER STLE. ATTACHED ATIAICHE0 WITH 2 FAS MERS RH TOG -L -LOC OR POP RETS TD PAM[LS BOTTOM SCNLTR CAN BC ABOVE OR 13 GCE CALV, STEEL TRACK BRACXEM sa ABOVE SECTION A -A B¢DW ROLJ3R FOR SPAmC.FASTEN TO WOOD ,IAMBI WITH 3/15' X 1-1/2' LAG SCRCW3 k WASHERS. PREPARATION Of •MYOS BY OTHERS SEE OCTAL E. SECTION 8-9 NOTE: ALL NON -0 aTNE FASTOIOIS SHOWN 10 BE IV. TABU1/i -20 X WINE BOLTS k NUTS OR 1/ 1• X 3H• LONG "a NEAP SHEET UM SOROF3. \\````\ M IN N Ur N 27. 0 -30.5 +40.5 as.e `\\ r'ij•.`a j10'- 0" 8'-0"+27.0j-30.5 1+40.51-45.81 i 7W.5/73`t JeI1n eeto p # : • t 21 / ARG+LTC S00 a•D STATE OF %` OOOICS SHOWN ON THLS ORAwwC HAVE BEEN OEMO,NSIFIATED TO WUHSTANO THE PRESSURES prdR TY 7 7 j USIED IN THE TABLE ABOVE %M TESTING TO ANSI/DASMA 108-05. - -F- 2203 •• A.' \ 1 J7 i ,e •••A10y10 . \\ orEPNINATION of SURA6ILIY FOR SPECIFIC SVGS IS THE RESPONSIBILTV Of OTHERS. tya VAib yp, OM . dp d // $ i x\` 3' 20 G MDC I( SEE OCTAIL A) 1' e 2. 75• -- OF - TAIL A J• 20G MITE SM7 L NOTE: DOOR MUST BE INSTALLED PRN EITHER AN ELECTRIC OPERATOR OR A LDCK MUST ETIGAM BOM TRACKS ON ODORS WITH EXTENSION SPRINGS). USE ONE EXTRA SELF y r o j.XOVC l 0' Fl k ANL TIM EAo( ENO kk%= I 0 diO O O RIAS DETAIL C NOTE: DEBRIS REIENDURETS70iCPACT DATE IG' ( swat 1' X IS* AR VENTS I0. ` aSIN. Mw. DIAL OPEN ARG) CPF; ONIL 20CA. END ALTLRVA• CONSTRUCTON ajw. ( SIRLTS OPTIONAL LONGPANELEMBOSSES r OR B' 1 I— I e IDKAL LOCK A CENTER STILES k HINGES 2 COLUMNS) NOTE, IF OPTIONAL A EMBOSSES ARE SUPPLIES. 3 COLUMNS Of CENTER SOLES ARE REOUIREO. 20 GCC r' • L\ NO ST4C5 RAR I OF V DETAIL 8 10 X 7 10 X 8 M. NO. 99- 6-080 P. O. BOX 8915 AR wwosORDOOR72ia-eis 501) $ 62-1872 AOOELS: 724. 426. 730. 735, 750. 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR W2 8 M. NO. 99- 6-080 3/4• x 1-1/2' x 13WE MIN. 1/4• X I/?- LONGQALYS'ECL HORZ09TAL ANGLE / 2' CAM STEM CARRIAGE BOLT a NUT HORIZONTAL TRACH: USE EXTRA 15 GA-- OR 13 GAGE 1/.' x 3/4' BAM ON THE WEIGHT NEC HEAD SELF OT THE DOOR ORRLNG Sava USE (2L 1/4• X 3/4• SHEET AL SCREWS • 13 GALE MIN, GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2UG SCREWS. 2' 16 CAGE GLV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH DETAIL D1/4'-20 X 5/0' TRAGI BODS. 54• OPENING HEIGHT NOT OVER DOOR OCTAL E x' DETAIL E 1 I J BRACKETS EACH SIDE POLKlYiqNSTA3IDARD I FOR Mm 735---\ x1 r.4rr rNft STHFS - FASTENED 1661 GLLV. STECL TOP BRACKET WITH 1461 ROLLER HOLDER SEE DETAIL 0. DETAL 7/4• LONG HEX HEAD SELF STRUT AM BELOW TOP FIXTURE ZRCRotLat W T10 7/16' Oxl LONG STEM SEE DETAIL C' I 14 CAGE GLV. STEEL END IaHCE COMMfSIO1l) ATTACHED WITH 5) SEE OETA0. G USE ONE EKTRA SEL' ORWNG SCREW THROUG14 UPPER TOP LEAF OF HINGE BRUT ONPARIOf UPPER CoC LesnLraRM SIRE) STRUT ON UPPER PARI OF SECTION ON HNGE LEAF. SEE OETAR C USE LONG STEM 10 BALL ROLUNL 4• X, 16', AIR VENTS RID'0. TOOK OPEN MEA) STOP MOULDING HALED CVERY f' 21' HIGH PANEL. 6-0 TYPE NAIL MN. l-3/6• POLYSTYRENE 1NSULATION 30. GLV. AND OPTIONAL FOR M00. 724, 770. PREPANRED SZCfl 25 GAGE FOR ALL' 750, 755. 426. DETAIL C 100EL5 F)ICFPT STILES rALTE'RNATE CdJSTALCTWN INNS) ' / US(2) STRUTS HINGESIoS)---__ I nl n B I To' OvnoN41. LACK NOTE DOOR MUTT OC 04STALLCD AM EITHER AN ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOT -I ZO CAGE ENO CAP TRACKS ON COORS WITH EXTENSION SPRINGS). r-20 GAGE END STILES I - 1.25• I 3' AI A 3' ISGA WIDE STINT 4II 2' 24 GCE MODEL STRUT ON BOTTOM BRACKET Z. AyyEE( 1(i 750, 755. RESIDENTVL V. STEEL CENTER MNCE CAGE CAW. 57EC1 CENTER :,tLE 116 X 7 13 GAGE GLV. STEEL BOTTOM BRACKET NOTE: GLAZING 006 NOT SATISFY IMPACT 13 c+cc GALv. STEEL TRACx BRACNETS. sEs ABOVE A DEBRIS REQUIREMENTS IN FBC FOR SPACWG FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/J" 8 0140i SCR HEW UA OR LEG STRNlSE WASHERS. PRfPARATCH Of JAMBS BY OTHERS. SECTION. A -A B SECTION B -B P.O. BOX 8915 NOTE; ALL NON-OESCRWTNE FASTENERS SHOWN TO BE UTILE ROCK, AR a...TABU 1/4-20 x 5/e• HEX BOLTS a HM1s OR 11111f1/ W , N 1/4' X 3/4• LONG HEX HEAD SHEET NCTAL SCREWS. `v` YBt / SOR DOOR (1501) 56215872 16'-0"I7'-0"+22.2 -250 +33.3 37.5 AAooELs: j No.6ti97 1 724, 426. 730. 735, 750. 755 t ; • ia* PART NAME: Vie{ gTAlEOF WINOLOAD RESIOENTIAL PAN DOOR ape'•. .. - :.* .4'-,Zr 12/15/11 RLB W2 8 IDOORS SHOWN ON TNS DRAWING HAVE OCEN OEMONSTRATEO TO WITHSTAND THE PRESSURES LRTEO N THE TA13LE AOOVC VIA TESTING TO ANSI/DASMA 108-05. DETERMLWTION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. PFe E.C.N. I OATE MG. NO. 99-8-080 IEET 4 OF 6 P4, x 1-1/2' R 13GAGE NON. 1/4' x 1/2• LONE EV. STEEL NORRONFAL ANGLE. CARRYUOC BOLT Q NUR 2' CALV. STEEL USE C97PA AL TRACK E/4• x 3/4' 16 GAGE OR 13 GAGE Ha NERD16GAGEO BASED ON THE WEIGHT itEwDRILLINGSCREN or THC 000a. G SMEE72LlE AL SCR]MSPLLIICEORFLSTEELBDEET. TO *'000 JANE WITH e 5/16' x 1-1/2' LAG SCRCWS 2' GLV STEEL 16GA DAM STEEL TOP BRACKET WITH 14" ROLLER HOLDER. 6 SEE DETAIL 0. STRUT JEST BELOW ]• OC 'ADCSEETALA) VSINGN( 2J STRC RUZ -,igN T,rn llIInslfmlmjln 1l,ts4 1 1.1>el NM4N[4A!- t 2- ROLL WITH 7/15' Olk SEE DETAIL (.' 1 Lu ulRt lue[si WE Lvr i7 u'. LONG n1 .1!Im llle lil JllL_J. VERLCAL TRACK 16CA SEE oculi E DETAIL D -) -''2s 11 VGE GLV. STEEL ENO IHINGESTUCCOWITHC. SCREWS. SCE OCTAL C. COMMERCIAL) 3' STRUT ON LOWER PART OF SEM 1 OPENING ABOWE HINGE LEAF. PUGHIMOTOVER. STRUT ON UPPER 2.75• OOR63 PART or seem/ DETAIL A ON HINGE ACM. SNF OCTAL C 3• IBC WIDE SrRUr STRUT ON LOWER 2• ROLLER WITH 7/16PARIOFSECTION LONG STEM. 37' ABOVE HINGE LEU. TUE STEEL 10 fi4L DETAIL E '/2• POLYSTYRENE INSULATION MODEL 735FM I 3 BRACKETS EACH ODE GALVANIZED STEEL SFRUT. 5• ATTACHED WITH 1/4• x 3/4• I LONG MIX HEAD SEF 20 GENCE D STILES - FASTENED OPoWNG SCREWS. WTIH TOG-L-LOCS TO PANEL (2 PER VERTICAL SrLC) USE ENO GP OVER ENO STCES. SEE DETAIL 0) 24' IBGN PANEL GLV. 1-3/6' POLYSTYRENE INSULATION TOP MWLONG NAILED EVERY 9• _ AND PREPAINTED OPTIONAL FOR MOO. 724, 730, 6-0 TYPE NAIL MIN. STETS 23 GAGE ALL 730, 735. 426. MOOELS CXCEPr i 24 GCE MODEL 750. 7115. 2 13 DACE CATV. STEEL BOTTOM BRACKETitI 16 CAGE GLV. STEEL CEMEt MKGE ATTACHED WITH ] FASTFNERS. ATTACHED WTM 4 fASTENERS. (RESL1QRAL) 20GAGETOG---LOCSTEEL PO ami 10 PTTACKEDANELS, SECTION A -A 13 CAGE GLV. STEEL TRACK BRACKETS SEE ABOVE NOTE ALL NON-OESCRIPTNE FASTENERS SHOWN 70 BEFORSDACLNG. FASTEN To WOOD JAMBS WITH 5/16• x 1-1/7 1/4'-20 x 5/6• HO( BOLTS t MRS ORUGSCREWSYWASHCTS, PREPARATION OF JAMIE or OTHERS t/4• X 3/4 LONO HOC HEAD SHEET METAL SCREWS. SEE MA!L E. SECTION B—B — DOOR SIZE I DEVON PRESUM I TEST rK.53VAL EN 1?(T I POSITNE I NEC -Alm 6'-0' 8'-0" +22.2 -25.0 +33.3 -37.5 DOORS SLIOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRE55URES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. OVERMINA11ON OF SUITABILITY FOR SPECOX SITES IS THE RESPONSIBILITY OF OTHEM Ce IS' (OOUBLE CAR) — 4• x 16' AIR VENT$ jTo AL'O Q! AfLEA) N]PILOKaE. Erlt gT IL£5 5g11CEHH'TER roHGE$((3) USE TWO CORA SELF ORIIII SCREWS THROUGH TOP B BOTTOM LEAVES OF LANCE. ENO STILE 4t RAIL AS SHOWN. IQ I f DETAIL C NOTE: CLAZW4 RODESNOTSATISFYIMPA OR1S REOUIREMEMS IN FOC E.C.N. I DATE 20 WOE ENO STILES 6" ENoCAP. DEML B NOTE: DOOR UUST BE WGIALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK (WST ENGAGE BOTH TRACKS ON ODORS WITH EXTENSION SPRING$). 16 X 8 P.O. Box 0915 LITTLE ROCK, wwMsolt DOOR 7Z219-5915 AR 501) 562-1872 724, 426. 730, 735, 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR W2 B 2/27/07 D DWG. NO. 99-8-080 ORN. B. BH SHEEN 5 Of I 3/.• Y 1-1/2• Y 13 CAGE MIN. (3) I/' 01RRAC1 BDUS C.M.W. STEEL KORCEONUL ANGLE. TRACK rrz• GLv. STal 16 GAGE OR 13 WGE 00 M OOOOR. SHEET UC1AL Cau IJ GAG[ Mot. GLv. STEEL TRACK SPLICE NL: 1R fTAG a. x FASTEN TO WOOD oRIW!/O TEEN PMB vRH 6 16• 1-1 2• LAG SCREWS DETAIL D 2' 13 GAGE GALV. STEEL VERTICAL TRACK SEE-SEE OCTAL e) Q• (t{ 17) cOv aCKN1 r I to GAGE ENO STILES - FASTENED WITH TOC-L-ILCS TO PANE. ISEEND CAP EVER Ego STILM SEE OEM B) STOP MMOIW. HALED LVERY 6'— FO TYPE 1Wt MIN. DfTAIL 3 BIUCYRS EMI SOC 1 W SUMOAR9 FOR MOOEL 73S _ 2T' 24• 2' STEEL SEL DETNt•N MW /ANEL CALV. ANDPREPAFTEO 1HMCAIE ROLLER WITH SEE ORM C 2' TS GAGE ALL rte. IRC AWA. 10 BALL MODELS EXCEPT 0.9 5IN CArA MATTTACKEDiso III 1Ill lll GAGE GLV. STEEL TR,teI(( NRH 4 IRErtLL(VLC 753 yFFA[ STENCEERR S.. OjEPOP pt 510 AMM. SSED/ I& 14.OE CO NNERCML ,-END WITH ({) GCE CAm STEEL TRACK BRACKETS SEE ABOVE FORIN, SCRM85aWASHWASHERS, STL4 10 "PRR°EPARµATIOON OFF VTFN,wies w o a SECTION A -A SEE OCTAL C NOTE-- ALL NON-OEGCAIIPtA'E FASTENERS SHOWN 10 BE SECTION B -B v.' -m c s/e NIOT sous W NuTs OR TAELE 1/ 4' Y 3/4' LONG NETT MC40 SNEET UUM, SCREWS. ES, 275 rT K ice: N rt Tr 8'- 0' 7'-0 +26.0 -29.1 +39.0 -43.7 snln aN _PER wort of SECTION ON NWSC LCA/. 8'- 0- 8'-0 +26.0 -29.1 +39.0 -43.7 88w-,-, 0' j8'-0j+26-0 SEL OETM C DOORS SHOWN ON THIS CRANING WAVE BEEN DEMONSTRATED TO Wrt43TAND TWE PRESSURES LISTED IN DTE TABLE ABOVE NA TESTING TO ANSI/DASMA 106-05. rr DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. 1= r 13 WE "v. STEM FOP BMCIV VOIN I* ACE ROLLER HOLDER NOTE T11AFT TROLLER HMM CURL 6 TURNED BONN. SEE ORAL B MLE0 AABOM GE SEL DETNt•N C 1HMCAIE ROLLER WITH SEE ORM C I" STEW rte. IRC AWA. 10 BALL 0. 9 5IN or III 1Ill lll STH1l< oN LOVOt PARE ECTIOEI ABOVE NOEOE 14. OE CO NNERCML ,-END WITH ({) SCREWS. SEE DUAL C. 3• STRUT ON LOWO1 PART OF SECTION ABOVE I10LGE ES, 275 DETAIL A snln aN _PER wort of SECTION ON NWSC LCA/. 3• IBCA WIDE STRUT SEL OETM C 11IRRICAME RD' RS eALwwaEO STEM smvT (tCAc sTT31 MADE tT TT1p1EDWIIN1/A' Y 7/4' NCIH {TRENGnH TTE1» LONG HEY NERD SEIi DRILLING SCREWS. 2 PER vCRTlitl S7LC) O- 3I/BPME P$1AA710 TONAL N 724, 730. 750. 756. 426. sw ON Borrow BRARTET. USE TWO OxTRA SELF DRILLING SCREW THROUGH NWGE. ENO SME a RAIL AS SHORN. DETAIL C GLV. STEEL BOTTOM BRACKET NGIE 8aNG DOES NOT SATISFY IMPACT WITH 2 FASTENERS DFHRIS REOUMENENTS W FSC T T No. 511`37 0 1% STATE OF :/V` GATE T U 13GA END CAP.— DETAIL 8 NOTE ODOR MUST SE INSIALIED WRN ETHER AN EIiCTRI1 011 1011 OR A LOGO (uU51 ENGGE BOTH TRACKS ON 00045 vm1 E%TExS10N smmcs). 18 X 7 18 X 8 P. O. Box 8915 WVnNDSOR DOOR 7 19 e9Gi5 All 501) 562-1872 724, 426, 730, 735, 750, 755 PART NA)Af: WINDLOAD RESIOENTIAL PAN OOOR W2 B 2 99 DWG. ' 0. 99- 9-080 DRN SHEET 6 OF 6 7- rte. J rte. CEINHI ul III 1Ill lll mrnil[W llIfm-1 USE TWO OxTRA SELF DRILLING SCREW THROUGH NWGE. ENO SME a RAIL AS SHORN. DETAIL C GLV. STEEL BOTTOM BRACKET NGIE 8aNG DOES NOT SATISFY IMPACT WITH 2 FASTENERS DFHRIS REOUMENENTS W FSC T T No. 511`37 0 1% STATE OF :/V` GATE T U 13GA END CAP.— DETAIL 8 NOTE ODOR MUST SE INSIALIED WRN ETHER AN EIiCTRI1 011 1011 OR A LOGO (uU51 ENGGE BOTH TRACKS ON 00045 vm1 E%TExS10N smmcs). 18 X 7 18 X 8 P. O. Box 8915 WVnNDSOR DOOR 7 19 e9Gi5 All 501) 562-1872 724, 426, 730, 735, 750, 755 PART NA)Af: WINDLOAD RESIOENTIAL PAN OOOR W2 B 2 99 DWG. ' 0. 99- 9-080 DRN SHEET 6 OF 6 Florida Building Code Online Page 1 of 3 Business & Professional Rerulation PE -51737 y ii man Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By aCIS Home I Lop In I user ReglstraUon Hot Topics Submit surcharge i stats 6 Facts i publications FDC Stair SCIS Site Map Links Search Certificate of Independence fl_iS9BQ R G_Q GStt JttS$CdtESJl SP_QI e Product Approval SSlDdaid Year CRrpowa VSCR: Pubge.User noollritBnProduLAoqmalNew >eruct or AoolkilBn Sorch > Application LKt > Appllutlon oetali50rchor FL a FL15080-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHANOW 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 fl_iS9BQ R G_Q GStt JttS$CdtESJl SP_QI Referenced Standard and Year (of Standard) SSlDdaid Year DASMA 108 2012 DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littps://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwlDquS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15080 R3 II 99A061-revF lambAtlach s.ndl Approved for use outside HVHZ: Yes F 15080 R3 II 99AO75 Lncklnstall .pdf Impact Resistant: No FL15080 R3 11 998079-rev8 s.Ddf 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 EJ I54 0 113 AE Eval Report ResPan rZ s.Ddf Created by Independent Third Party: Yes RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No I'Ll5n80 R; 11 Q9A061-revF lambAttach s pdf Approved for use outside HVHZ: Yes M5080 R3 11 99A07S Locktnstall s.pdf Impact Resistant: No F 15080 R3 11 998080-revC s.odf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 53737 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 FLISQ80 R3 AE Eval Reoort ResPan r2 s.Rdf Created by Independent Third Party: Yes 15080.3 j RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No Fl 15080 k3 11 99A061-revF ]anlbAttach s.pdf Approved for use outside HVHZ: Yes FLIS080 113.11 99A07S Lockinslall s.Ddf Impact Resistant, No FLIS080 R3 11 998081-revC s.Ddf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: -1-27.0/-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 F1.15080 R3* AE Evdl Report ResPan r2 s.W 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 AiS080 :R3 II .99AO61-revF JambAtta•_h s.Qdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Lockinstall s.odf Impact Resistant: No F1.1508013 11 998082-revC s,gdf 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 a1508Q R3 AE Eval Report RgsPan 0 s.01 Created by Independent Third Party: Yes 150805 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5080 113 11 99A061-revF JambAttaSh saidf Approved for use outside HVHZ: Yes FL15080 R3 Il 99A07S Locktnstall s.odf Impact Resistant: No ELLS080 R3 11 998083-revC s.W Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL S1737 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 FLIS080 R3 AE Eval Report ResPan r2 s:ml 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 MODELS 724, 426, 735, 750, 755 Installation Instructions 171-15060 R3.11 99A061-revF 1ambhitaQ s.pdf FLIS080 R3 11 99A075 Locktnstall Lplf FLIS080 R3 11 99B084-W-Q_5,D,df Verified By: JOHN E. SCATES, PE Fl. 51737 Created by Independent Third Party: Yes Evaluation Reports t,.34gp_R3..d yJlLQeR4LLBesPan r2 s.p f Created by Independent Third Party: Yes 115080.7 1 RESIDENTIAL PAN DOORS I MODELS 724, 426, 735, 750, 755 1 littps://www.iloridabtiilding.oi-g/prlpr_app_dtl.aspx?param=wGEVXQwtDgtiS73Fr2ZyiPt... 1/27/2018 Florida Building Code Online 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 t2' 3' TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 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. Page 3 of 3 Installation Instructions m t Sp80 R3 II Q9A061-revF JambAttach s.odf 171-15080 R3 11 99.&O LQG$InstAll Slidi FL15080 R3 11 990095-revA S.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FI 15080 R3 AE Eval RE! ort Re -;Pan r2 s pdt Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FI t 5080 R3 II 99A061-revF JambAttach s.odf F1.15080 R3 11 99A075 L'ockinstall SAW F1IS080 R3 11 998096-revA s.odf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Reoort ResPan r2 s.odf Created by Independent Third Party: Yes aocp Nest Contact us:: 2601 91airSIrmo Road_ T Ahj cee ,Zxf Phone: S50.4S7-fez+ The State of Florida Is an AA/EE0 employer. r,v,vrinni 2007.701] State of Ftmlda. r: Ihlva v sutemek :: :: Retwit Under Florlda taw, email addresses are public records. it you do not want your a -marl address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the oRrce by phone or by traditional mall. If you have any questions, please contact 650.407.1395. *Pursuant toSection455.275(1), Florida Statute, effective October t, 2017, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the Ikersee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S. please cake here. Product Approval Accepts: Credl Card wcurl ymL-rIu'0 hitps://wnArw.floridabuiIdiiig.org/pr/pr_app_(tt1.aspx?parani=wGEVXQwtDquS73Fr2ZyiPt... 1/27/2018 SS9ALEER.uT-F CORSTRVCTWN 2' GALV. STEEL INOR120MAL TRACK. 16 GAGE GALV. STEEL TOP BRACKET GLASUS 4'a1S A rUS:VC (2J STRUTSME, 1 e GAGE ST L ORIZGAGE BASED A WITH 14 GAGE ROLLER HOLDER NALTHEAGEO1THEDOOR. (SEE DETAIL 0) 1//44• X J/4" 1/.*:x 1/2" LOAM. Lai. S CL NOM NEM SE OWtu.'E BO'J a NLR a CY9CSS3 ORP LING SCREW 2" ROLLER WITH 7/116' OW STEN. rL2'GALV. 1-1/2' x 13 GAGE INN. TIRE: NYLON OR 7 GALL STEEL. (9 x 7). TEEL HORIZONTAL ANCIE ( ) / B B E GALV. STEEL TRACK SPUCE SXEY LET/ALSCREWS• 2' ROLLER WRH 7/t(9 Y 9)STw r7' OR e' G BRACKET, FASTEN TO WOOD N[1 tm TRE:.7 FULL STEELWITH5/16' x 1-1/2" LAO SCREWS. DETAIL 0 OPTIONAL LOCK`'—' STEEL VERTIWL TRACK NOTE: DOOR MUST BE INSTALLED O TRACK BRACKETS WITH WITH EITHER AN ELECTRIC OPERATOR X 5/e' TRACK BOLTS. OR A LOCK (MUST ENGAGE BOTH 9X7). 16CA. (9 % e). 1" SPRINGS). N DOW$ WITH EMNSWN 3* 20GA SWGIL GR) CEOJt 5ELE5 SEE OCTAR. A) 4" X 16'.ARQ.(VEAS (t COLUMN F21NR IN. TOTAL OPJI GALV. STEEL END HINOE COMMERCIAL 0W'VNLEA) OPTIONAL JC HEIGHT ATTACHED WITH 5 FASTENERS. 1.25" VDT OVER es' (9-x 6) 1. GAGE. (SEE OETAIL C). Door HEIC`11) CN,VANiZED STEEL STRUT. lATTACHEDWITHI/.' % 3/4" LONG HEX HEAD SELF 2 BRACKETS EACH SIDE) ATOWNG SCREW1 3" 2 PER vERT1Gl 5T4E) %aE ONE crm =tFCOMMERCIAL (B X 7) THIS STRUT ON HINGE) 42" (9 X 7) t L POLtr5TYRENE CHER $SETR T u&E END ECRM 1MR000N WP LEN N NaN:.• 37" (9 Y 6) (3 BRACKETS EACH SIDE) INSULATION STANd1RD OF TOP a BOTTOM SECTIONS. 2.75' _I FJcO GYRE a aAi COMMERCUL (9 X e) FOR MODEL las j 1 DETAIL A 20 GAGE ENO STILES 3' 2OCA WIDE STRUT 5 1-3/E' POLYSTYRENE INSULATION O OMONAL FOR MOD. 724, 730 20 WGf END STILES - FASTENED N1iM 750. 755, s2& O TOG-L-LOCS 70 PANEL USE ENO GP 21' OR 24 O OVER DID STIES ON 9 X & NIWI PANELSEEDETAILC. WLV. MID , A O / S10P YOOLDI013-8 Y 12' PREPAINTED STEEL d 6-0 TYPE N 25 GAGE ALL MODELS 13 GAGE GAIN. STEEL BOTTOM BRACKET O EXCEPT 24 GAGE ATTACHED WITH 2 FASTENERS I MODEL 750. 755 PAILS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER 20 CAGE i LAG SCREW - 5/16" X 1-1/2' 99X a DOCAP OR ONLY L.11 / SECTIO20 GAGE WLV. STEEL CENTER STILE DETAIL C 9 X 7 TOG -L -LOC OR POP RIVETED TO PANEL NOTE: GLAZING DOCS NOT SATSFY IMPACTZLOG/. COMMERCIAL WLV• STEEL TRACK BRACKETS SEE ABOVE IS GAGE CALV. STEEL CENTER INGE RESIDENTIAL N A—A DEBRIS REQUIREMENTS IN MC ^ \/01 FOR SPACING. FASTEN TO WOOD JAUSS MRN 5116" X 1-1/2' FASTENED WITH (4) 1/4" X 3/4SECTIOl9, x IAO SCRLWS PREPAALL704 OF.AMM. 5Y OTHERS. NIX MEAD SKEET METAL SCREWS, P.S.F. TABLE P.O. BOX 8915 DOOR SIZE OERQN PRESSURE TEST PRESSURE Q LITTLE ROCK, AR 8915 1 mor wwt q iKe LINE KEW YF PCd1RYE NCbih£ NOTE: ALL NON -X` RPTIVE BOTS & SHOWN TO BE w A W R R 72219- 6Z-11/4'-20 x 5/G' HEX BOLTS &NUTS OR (501) 562-1872 9' -0"I7' -O- +22.9 -26.4 +34.41-39.6 : 1/4 x 3/4 LONE N101 HEAD SHEET METAL SCREWS. 9'-0" 8'-0" + 19.2 -22.2 +28.8 -33.3 ers :4 i MODELS: Digltaly signed by lghn E Scates, P.E ' . 724, 426, 730. 735. 750. 755 Dale: 2015.04.1419:19:23-05'00' _ pio.51737 ,•: PART 1,ME: 9r WINDLOAD RESIDENTIAL PAN ODOR 0 y Oti GTATEOP / = g 12/75/11 RLB TOLERANCE WE B ITHST_ j /NEXT2FKAC.11 64 DING. NO. ORS SHOWN ON THIS DRAWING HAVE BEEN 1707ERu1NATEDIN i10N TABLE OF SUITABILITY OR SPECIFIC SITES VIA TESTING TO IS TRAIIE UA ESPON52 UT'! or OTHERS. Ar;6LOaloml aO\ A 2848 31/1/07 R 8 SCW.E OE IS P 07 SGL iDRNrBY99B 079C , G _ REV. E.C.N. DATE: APPROv, NnNF BH SHT 1 Or 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET. V FASTEN TO WOOD JAU9 W1Tu 5/16. X 1-1/2" LAG SCRGAS 01 2' CAU'. STEEL YF.RTICAL TRACK OOLLTTEo To Y4 RACK BP.ACKETS v4TH :/4--20 x 5/8" TRACK 9OLTi OPENING WEIGHT Y4 N RT HEIGHT) I I 13 3/4' X 1-1/2' X 13 GAGE MIN. 1/4' x 1/2" LONG CALV. STEEL NORRONTAL ANGLE. CARRIAGE GMT f NN USE TRAX3/4. NEW HEAD SELF DRILLING SGREv USE (21 1/1' X 3 4' SHEET 11EiAL SCR 5. ALV. STEEL HORIZONTAL EO 09 CAG- wtilrt GAGE ME DOOR. DETAIL D 63'(16X 7) 74" (16 X 6) 42'(16x7) 50'(16X8) Tt BRACKETS EACH SIDE I II II 21 (10 X ) FOR CAGE GALV, STEEL S STRUTS 1 BRACKETWITH 14 3• ra. Lyy,Ei (16 x f BOILER HOLD 3- IBCA WOE 16 % OCTAL 0. (SEE OCTAL A) — 2' ROLLER WITH 7/16. mEE STEN. r;XS7a7 GALL SHORT STEN 6 10 BALL LONG STEM OPTIONAL LOCK STRUTSECTION OVERPCHINR PART Of IFaF. (SEE DETAIL B). GALV. STEEL (14 GAGE) COMMERCIAL ENO HINGE ATTACHED WITH 5 FASTENERS GALVANIZED STEEL USE ONE EXTRA SELF STRUT ATTACHED DRILLING SCREW T1IROUCN WITH 1/4• X 3/4• TOP LEAF Of HINGE. LONG NEJE HEAD ENO SIRE k RAR. SELF DRILLING SCREW TYPICAL FOR EACH1.25" 20 GAGE END STLE l 2 PER VERTICIL STILE) END LONGE 20 GAGE ENO CAP STRUT ON LOVER MEPER PART OF 3• • 4 SECTIONNGE IEAf. IS DETNI B . O4 O 4 2.75' —I , 0: DETAIL A (DETAIL C Of 3. 20GA 940E STRUT (16 X 7) 3' LEGA WIDE STRUT (16 X 8 b O R19L5 OR MUST BE INSTALLED + 1 1 WTTH ETCHER µEIEL:ET+IG OPBEORATOR 1 E.- Y DETAIL 8 TTRCKSI ONMU4STEMNTMWCETHON1 lJ / SPRINGS). 71 DOORS mlw 116' I P 0. BOX 89 t 5 WMSOR DOOR 72219- 8915RCAR1(501)562- 1872 B CONSTRUCTIONISI RUTS OPTIONAL SSO GLASS LIGHTS 7' OR 6' 1 9 DOUBLE CAR) OPTIONAL LONG PANEL CENTER STILES ( COLUVN5) EMBOSSES CENTS HINGES S COLUMN-) 1-3/9' POLYSTYRENE 21' OR 24' HIGH INSLAA710N OPTIONAL 20 GAGE ENO STILES - FASTENED WITH PANEL GALV. AND 730. 759, 426. 730. TOG-L-LOCS 70 PANEL USE ENO CAP PREPAINTED STEEL OVERENO STILES. ( SEE OCTAL C) 25 GAGE ALL SWON BOTTOM BRACKET STOP UODU%NC NAILED EVER( 9• MODELS EXCEPT f-0 ME NAIL LRH. 24 CAGE MODEL 730. 755 J 13 GAGE CALK STEEL I BOTTOM BRACKET ATTACHED WITH 2 2 FASTENERS. BOTTOM LAG SCREW 5/16' X 1-1/2' SCREW CAN BE ABOVE SECTION B—B SECTION A—A OR BELOW ROLLER. 20 GAGE GALV. STEEL CENTER STILE TOG -L -LOC OR POP RUM TO PANEL NOTE: 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL IOC. COMMGCML CAV. STM*TRACK BRACKETS 'SEC ABOVE FASTENED WITH (4) 1/4' % 3/ 4' FOR S.,ACtNc. FASTEN 10 WOOD JAMBS 1111"14'5/16' X 1-1/2' HEX HEAD SHEET METAL SCREWS. LAG SCREWS. PREPARATION OF JAMBS BY OTHERS PSE. TABLE ODOR SIZE I OESIGY PRESSURE TEST PRESSURE Mn. 1400.11 Po47N'E hl"-vt POS11A4 Nl NOTE ALL NON-OfSCRIPIIVE FASTENERS SHOWN TOBENEX116,-0"17'-0-1+18.7 -20.8 +28.1-31.2 4:- 20 4' z 3%4SLDNcHEII DOLTS snE Et METAL sfaEYS 16'-0" I8'-0-1+18.71-20.8 +28.1 -31. 2 ' No 51737 RLS 2848 III/l/071 RLS E.C.N. I DATE: I APPROV. MODELS: 724, 426, 730. 735, 750, 755 WINDLOAD RESIDENTIAL PAN DOOR V!1 8 is NEXT LEVEL I 1 101 07 DWG. NO. 99-8- 079 PLOT re Seelrr 03121 FA!RGATE• SOORp C = 0 , STATE OP J1u` DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PR[SSURfS TX Pf%A7 F- 2203 ABLE 105-03.ING TO AN-4/OASMA MA SPECIFIC 0*;• ,LZOR7p;: \2+ 4\; . LISTED 41'2130' 300 DTERMNATIONTor sliaAB11V FOR SITES 15 THE OF OTHERS. •la Yca 6'a1 aE RLS 2848 III/l/071 RLS E.C.N. I DATE: I APPROV. MODELS: 724, 426, 730. 735, 750, 755 WINDLOAD RESIDENTIAL PAN DOOR V!1 8 is NEXT LEVEL I 1 101 07 DWG. NO. 99-8- 079 13 GCE STEEL TRACK 3/4' X T-1/2' ( 3) /4. 4RV1CL•.6035 4. SPLICE OR FLAG BRA--KET. FA511?7 TO WOOD JAL49 x GAGE MIN. X 13 24 CAGE MODEL 750. 755. W1T11 $/15• X 1-1/2' STEEL RUT ON F1RNG T OF LAG SCRf1T5 HORIZONTAL ANGLE. AREA). G?TIOA: — l/4' x 4. FASTENERS. BOTTOM M 4':y -AL_ . EXTRA. SCREW CAN BE ABOVE OR BELOW ROLLER. i SECTION A—A 20 GAGE GALV. STEEL CWTER STILE 2: GALV. STEEL HORIZONTAL oftJ." vJe[W Z' GALV. STEEL TRACK 16 GAGE OR 13 GAGE DETAIL D VERTICAL TRACK BASED ON THE WEIGHT OF 16CA THE DOOR. BDLTO 101.2s,-1 I— TPVCtX SR-ZKEIS 7. 1/4•-20 X S/e• TRACK BO175. 71• (IE x E) DUNE •E' OPENINGHEIGHT Ti 1^— 2.75 —1 DOOR HE16M) DETAIL A 42'(1a % 7) 3' 16GA WIDE STRUT So' 18x8 I ` 1/2• POLYSTYRENEI1NSNATION 21'(IB % 7) 24' 18 X 8 STANDARD FOR MODEL 735. - 5' DETAIL E 4 BMC<ETS EACH SIOE F O GAGE 040 STILES - FASTENED WITH TOC -I -DOCS TO PANEL USE END CAP R CND STILES. (SE£ DETAIL ' STOP YPE DINGHOYL IN-- Ewer S' 6-0 1YrC NAIL YW.1 SECTION B—B GVZ GALV. STEEL iiwo AAa TRACK eRAcXLm SCE SAAQYG. FASTEN •O 1000 S %ITN 5/1C x SCREWSA. YO NAS PRV*PAPON OT JAKE eY 1 OCTA•. PS.T. TARE 0001 9:E KSIGN PPCSSUtE TEST PRESSURE MS:H KCWt CAGAt is' -0"j7' -0-+i8.7 -20.81+28.11-31.2 8'-0' i 18.7 -20.8 1+28.11-31.2 STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH 7/16• DIA LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK TMA ON UPPER PART of GALV. STEEL (14 GAGE) COMMERCIAL 1ENDHINGEATTACHED STRUT IN MIDDLE OF BOTTOM SECTION. WITH 6 FASTENERS. 24 CAGE MODEL 750. 755. SEE DETAIL B 4' K 16' AIR VENTS RUT ON F1RNG T OF 4 REO D. 120 SO. TO AL OPENCTIMIXESOWER LEAF. (SCE DETAIL B . AREA). G?TIOA: — SOF CC ON NABOVE-HINGE GALVANIZED STEEL STRUT ATTACHED WITH 1/4- x 3/4' LONG HE% HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1-S/a POLYSTYRENE 21' OR 24" OIS /' T10N OPTIONAL WON PANEL FOR MOO. 724. 730. GALV. AND 750. 755. 426. 18 GAGE CALV. STEEL CENTER HWOE RESIDENTIAL FASIENED WITH (4) 1/4• X 3/4• HEX HERO SHEET METAL SCREWS. NOTE:NON-DESCRIPTIVE FASTENERS SHOWN TO BE 7 20 X 5/8' HEX BOLTS &PMS OR7X3/4 LONG HEX WAD SHEET METAL SCREWS. DOORS SHOWN ON THIS ORAWWC HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE NA TESTING TO ANSVOASMA 106-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SIZES IS THE RESPONSIBILITY OF OTHERS. No. 51797 sTAT> Di L`I OPTIONAL SS8 GLASS LIGHTS CONSTRUCTION STRUTS OPTIONALLONGEVBOSSES.L CE•T'cR STILES (7 COLUMNS) COMER HINGES (3 COLUW-15) 20 CAGE END STILES? L16 CAGE END CAP USE TWO EXTRA SELF DRILLING SCREWS THROUGH "INCE LEAF. END STILE & RAIL AS SHOWN, OILTYPICALEACHENOHINGE O. DETAIL C NOTE: DOOR YVST BE INSTALLED GRAILS WITH EITHER AN ELECT.. pi-AMTOR OR A LOCK YVST ENGA..0 BOTH TRACKS ON OORS WITH EX7lM*.V SPRINGS). DETAIL 8 8 7 X 7 NDIC, GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FEC 8' V g T P.O. BOX 5915 1 WMSOR DOOR 72219-8915 0AR r ( 562-7871 724. 426. 730. 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR TOLERANCE I Wl 8 2/15/11 RLB PREPAINTED STEEL 25 GAGE ALL MODELS EXCEPT STRUT IN MIDDLE OF BOTTOM SECTION. RLS 24 CAGE MODEL 750. 755. 2848 1 / 1 /07 13 GAGE GLV. STEEL BOTTOM BRACKET E C.N. GATE: APPROV.E ATTACHED WITH 3 FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. i SECTION A—A 20 GAGE GALV. STEEL CWTER STILE TOG -L -LOC OR POP RIVETED TO PANEL 18 GAGE CALV. STEEL CENTER HWOE RESIDENTIAL FASIENED WITH (4) 1/4• X 3/4• HEX HERO SHEET METAL SCREWS. NOTE:NON-DESCRIPTIVE FASTENERS SHOWN TO BE 7 20 X 5/8' HEX BOLTS &PMS OR7X3/4 LONG HEX WAD SHEET METAL SCREWS. DOORS SHOWN ON THIS ORAWWC HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE NA TESTING TO ANSVOASMA 106-05. DETERMINATION OF SUITABILITY FOR SPECIFIC SIZES IS THE RESPONSIBILITY OF OTHERS. No. 51797 sTAT> Di L`I OPTIONAL SS8 GLASS LIGHTS CONSTRUCTION STRUTS OPTIONALLONGEVBOSSES.L CE•T'cR STILES (7 COLUMNS) COMER HINGES (3 COLUW-15) 20 CAGE END STILES? L16 CAGE END CAP USE TWO EXTRA SELF DRILLING SCREWS THROUGH "INCE LEAF. END STILE & RAIL AS SHOWN, OILTYPICALEACHENOHINGE O. DETAIL C NOTE: DOOR YVST BE INSTALLED GRAILS WITH EITHER AN ELECT.. pi-AMTOR OR A LOCK YVST ENGA..0 BOTH TRACKS ON OORS WITH EX7lM*.V SPRINGS). DETAIL 8 8 7 X 7 NDIC, GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FEC 8' V g T P.O. BOX 5915 1 WMSOR DOOR 72219-8915 0AR r ( 562-7871 724. 426. 730. 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR TOLERANCE I Wl 8 2/15/11 RLB 2866 /10/08 RLS 101 2848 1 / 1 /07 RLB E C.N. GATE: APPROV.E ALE NO DATE: 99-6-079 1 3/4' X I -I/2' 1 13GAGE CALV. STEM IIDRQOMAL A 2' GALV SrCEL 20H141 rxA" 84.2, ' ,ME .0 r TAE BOOR 13 GAGE MIM, G1LV, STCEt TN1AiH SPIKE OR M'• KFAC1Cr. FASTLV To WOOD ;Ama W1rA 5726. 1 1-1/2' w s5r". - mQ6NG HEICHT oMNE 7 9-ACXETS EACH SIDE — 4' Y 1/2' LONG CMRUGE B0., IT NUT USE EARA 1/4' 1 3/4' NOL IFN SEV1400ORILHE i f 2NT '4 x 3 4' 7' Lech CALM. STEEL VERYCAt TRACK BOLTED 10 iiErS VA209/e'` T.- DETAIL 0 20 GAGE END STILES - rASTEM vNrH 1-4-L-LOCS 10 PANEL t aP UOVLbAC "LED EVERY 12' K/- N —NWe -D TYPE HAL MIN 1 N7 1 10 GIGS CALV. STEEL CENTER mNGEJ 70 GAGE Gov S7CEL CENTER sntE t0 GAGE GALv. SSCCL (RICK BRAOtklS. S0. ABOVE SPACING. FASTEN TO WOOD JAM95 vTTN S/16' X 1-1/2' LAG SCRCWS. PRCPARATIOR OF JAANBS BY DINERS. SECTION 8-8 I owl SIZE N WID .4 1 HEIGIf, Posm. M-GA71VE I PWTrK I NEGATIVE 9'-017'-0" +22.9 —26.4 +34.4 —39.6 STANBARD fTR1 1IOOCl 7351 J/ ROLLOL WITH 7/16' DIA. $mom Sim NYLON 14 GALE CALV. STEEL END HUGO ATTACHED WITH 3) SCREWS TYP. (SEE OELUL C). 2' TIS Sw'.ON MrAIIIXftcI. i OBo rto tTO TIn DN2 GALYANITED STEEL STRUT, ATUCMED A71M 1/4' 1 3/4' LONG M M O SEV OMLlWO SCREWS 2 DER YERICAL STELA NOTE: DOOR MUST BE INSTALLED `CENTER STILES A CENTER W"M ETTHIR AN ELECrA OPERATOR NMG6 0 COLUMN) OR A LOO( (MUST ENGAGE BOTH rPACR3 ON DOORS WITH EXTENSION SPRINGS). RAILS —, USE ONE EXTRA SELL DRILLING SCREW THROWN stag CNo lYp. PCR- EACH am M74 SRnsr REF. 2 SECTION uuswc 1(( i) CON THWON J. R1LIi lsr3' t- r. a D-rNl p /i 21' PANEL LONG PALONGPANEL EMOOSSES I-J/BP0.YSMIENEPREPwnEO FC-1 SEE MAILQI CYTIONA: LOCK CA roR ALLTOR X 10' ATR VENTS 7' L400CL5 EXCEPT750. 426 t 75524i.". WT OPTIOrNe - AREA) L N NOTE: DOOR MUST BE INSTALLED `CENTER STILES A CENTER W"M ETTHIR AN ELECrA OPERATOR NMG6 0 COLUMN) OR A LOO( (MUST ENGAGE BOTH rPACR3 ON DOORS WITH EXTENSION SPRINGS). RAILS —, USE ONE EXTRA SELL DRILLING SCREW THROWN stag CNo lYp. PCR- EACH am M74 SRnsr REF. 2 SECTION SECTION A—A NOTE- ALL RON-DESCRIPTIVE FASID40M SHOWN TO BE 1/4'-20 X 5/0' NEX BOLTS At HUTS OR 1/4' X 3/4' LONG NEX HEAD SHEET METAL SCAETIS. Oigirally signed W, John E Sotes. P.E. Oate: 2015.04,14Ao:58 45'00' DOORS Sr(CWN ON THIS ORAWLNO HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IH THE TABLE ABOVE VM TESTING TO ANSI/OA.SKA 106-05 CETERULNATION Or SUITABRJP/ rOR SPECIFIC Srt65 IS THE RE:SPONSIBUTY OF OTHERS No. SIT31 AT: t 4t O: MEOPV, 10HAL 1 NOTE• GLAZING DOES Nor wavy WPACf DEBRIS REOLAREMENTS IN r8C 20 GAGE ENO STILES IF LH. A DETAIL C F9 -X--7-1 P O. 801 Bois WWiNDSOR DOOR 722 9 915 R1(501) 582-1872 724, 425. 730. 735. 750. 755 PART NAME, WINDLOAO RESIDENTIAL PAN DOOR W2 8 8-07 RLB 4/41/"' 99-8-080 DATE APPROV, N E PLOT SCALE OR SHBY SHEE 1 OF 6 T- 1 r 1.21 21' PANEL GAly, ANO I-J/BP0.YSMIENEPREPwnEOSTEELTNSULATIDNOPTONAL25CAroRALLTORMOD, n. 730. L400CL5 EXCEPT750. 426 t 75524i.". GA MDOEL750. 7555. 13 CAGE mv. STEEL BORFOM BRACW 2.75' —{ WILN 2 FASTFHOIS BE ABOVE OR DETAIL A . BELOW ROLLER. BELOW ROLLER 3' 20G WIOC STRUT SECTION A—A NOTE- ALL RON-DESCRIPTIVE FASID40M SHOWN TO BE 1/4'-20 X 5/0' NEX BOLTS At HUTS OR 1/4' X 3/4' LONG NEX HEAD SHEET METAL SCAETIS. Oigirally signed W, John E Sotes. P.E. Oate: 2015.04,14Ao:58 45'00' DOORS Sr(CWN ON THIS ORAWLNO HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IH THE TABLE ABOVE VM TESTING TO ANSI/OA.SKA 106-05 CETERULNATION Or SUITABRJP/ rOR SPECIFIC Srt65 IS THE RE:SPONSIBUTY OF OTHERS No. SIT31 AT: t 4t O: MEOPV, 10HAL 1 NOTE• GLAZING DOES Nor wavy WPACf DEBRIS REOLAREMENTS IN r8C 20 GAGE ENO STILES IF LH. A DETAIL C F9 -X--7-1 P O. 801 Bois WWiNDSOR DOOR 722 9 915 R1(501) 582-1872 724, 425. 730. 735. 750. 755 PART NAME, WINDLOAO RESIDENTIAL PAN DOOR W2 8 8-07 RLB 4/41/"' 99-8-080 DATE APPROV, N E PLOT SCALE OR SHBY SHEE 1 OF 6 2' GLV. SiCO. 1/a' Y 1/7• LoNa 166E GAIN. STEn. NOPo20N7AL (RACK CARRIAGE BOLT M NW Tom GRACKCr 60N 16 OR 13 GAGE. USE EXTRA 14CL OLLER HOLDER. OPTIONAL SSG6tEDONTHEwOWr1/a' x 3/A• $a OCTAL 0. r 1. GLASS Wn5OrT1 0000. HEx READ SELF rr CONSTRUCTIONDPoIWAG@, I l9NG (2) S:RUTS USE (2I 1/4' YVSJE2' X 13fAOE YIN. SHEET AL //LONGEYGOQP1IOSSiNEI NORIIONGL ANNE. r` 0(Q, GALV. STEEL Ob iHORr STELA. Mtk ITOWOOD PG ROiT M or. TIRE: 7 GALL STEEL 6/le•. x 1-1/2• w s=s P2 r0GAAIL AA G 1 1 n I 1 \ I6 20 GALV: STEEL DETAIL D NOTE: DOOR OUST eE INSTALLED r, 1:1G,L LOCK lv LL TORFRXX OR LAW( ((u EAN DGE OOEiCAi1 _III TRACKS ON OOORS WITH EXTENSION p 2' SPRINGS). ( yMGI[ dR) OPWNGHEIGHT •' T' 16' %JR YEWS CEIAnA STILES t CENTCR EEOVER 16 Al OMEN ." WNCCS COWw+) hOG1f7) -14 CAGE GLV. STEELGOKLCA OPTS 20 CAGE END GP OND HINGE AiIICI[D RAILSWT1SSCREWS. 20 GAGE END STIES SEE DETAIL C- 37I3 {RACKETS a SIDE COuuERCIAL 1/2' PNSTIA 6rSUlA7ON oo OA won 733 dL=ET stm Rtrt c S.) LONG D HIM 1SEL Y./' I ' GAGE 010 sTL£S - rASTENIA GRILLGR" O " " SIIT WON ioG-L-Lots io PANEL (2(2 PER VERTICAL sr1LE) usE 01D GP OVER ENO Sntm SEE oETATL O) 1-3/6• POLYSTYR04 L"' DETAIL C uOYWNG NAR10 CVETr 12' 6-O rwc •AG ,AK. 2.' Ndl 'f0R Y00. 72a I7.0. 730. UK ONE E30fU SELF DRILLING SCREW PANEL GALV. '7S3: 426. THRougm TIP LEAF OF NAGE, ENO 1 AND PRC- STILL LCAP N D OWLPANNISTEEL 2 1A0003 =FIT 2. G. won 750, 733. 1241 CAW. SIAL 16 GAGE CAm STEEL CENTER H=SECTION B—B eorT c RL'SOEMLN.. ATTACHED rn1 / FASTENERS J 20 Ga GALV STEEL COTTTR STILE SECTION A-A " OIC: OEPACTeRLwSGKOUIRES [Lw+Ts FIX 9 / 8 ATTACHED WITH 7111-L-1OG EER POP MYC'IS 10 PANELS. NOTE: ALL NON-06CRIPTNE FASTENERS SHORN TO GE 1/A'-20 z 3/6' 11[] GOU3 A NVR OR K 3/4 LONG HCX HEAD GHHST ucuL ,CREELS. 10 CAGE Gov, STEEL TRACK BRACKETS. SEE ABOVE FOR OIYI`RITY P.O. OCH% K. A AND SPACNG, IASIEN 70 WOOD 1W35 WITH 3/16' Y 1-1/2' LITTLE ROCK' AR W SCIt PREPARATION OF i.wos By Ona7Rs lllll lll/// .S R %R 72219-a9- H N r ti. Of.3 Al TK7L. `O `'G MODELS. 501) 562-1872 w __ _ _ .4 4.4 - i 724, 426. 730. 735, 750. 755 Na 51737 PART NAME: I • ; = WINOLOAD RESIDENTIAL PAN DOOR Zt' IF OR 7 .4 •, 9TATEOE' ? C — 12 15 11 RLB W2 8 TX 7 }Czo RLS PE- 737 2207 ''•OR`` A 2848 118 2866 110 Oi RLS NEXT LEVEL OATS: DWG. NO. DOORS SHOWN ON 11115 01tAWNG HAVE BEEN DEMONSTRATED TO WITHSTAND ME PRCSSURCS Fl S LIST OL'TERUIKAnoN oIN THE f SurrABR/TY FOR LE ABOVE VIA SSPECIFIC SITES IS TWE RESPONS1aUTY of OTHERS. , :A" 00aNC TO ANSI/OASUA 106-OS.{ ftoyi Z'1N" .1 ,// s fillN{ 1 `\ 2810 3-8-07 R MALE PLOT SCALE ORN. UY7 99-8-080 b1101W Reelvam e.aa,. REV. E.C.N. DATE APPROV. NONE BH SHEET 2 OF 6 3/4' K1-1/2. 115WOE YIN, CAV, STEEL HOPoIOHIA ANGLE 1/2' LONG WIRYCE BOLT t 1M 2* OALV. STEEL FIORZOIRrAt TRACK1/ 4E. 4 CX 3/4- 16 CAGE OR 13 CAGE Nb HEAD SELF BAEDD ON THE WOCHT (()) /ORwNG SCREM, . SMSE42LE(AL x 3 6' 13 GCE MCV, CALF, STEEL TRACK SPLICE OR FUO BRACKET.FASTEN TO WOOD Y9 ,IRM 5/16' % 1-1/2' LAG SCREY5 16 DACE CAW. sma vmcm' MACE DETAIL D 6. I 4 2' 3TC orNIL E HT vw V" F10 • ,; DETAIL EECHE) SR• 3 ORACKCIS EACH SOC 3r 10 16) 36. 10K 2' F Mls YRIluivSTANDARDFOR YODEL 735 20 GAGE END STILES - FASTENED f WITH 1C%' l-IDCS TO PANEL USE ENO dIP 01£R ENO STILLS. sEE DETAIL e) :,• OR 24• NICH PANEL CALV. STOP uOYLDINC WVIED CERT 6' AND PREPAWT D 6-0 ,19E NUL TIN STEEL y CAGE ALL YODELS EXCEPT 24 CAGE YODEL 750. 7345. i13WE ENTER IDFASFAS7EAOTSV. STEEL CENTER STILE. ATTACHED LOC OR POP Rams TO PANELSCALV. STEEL TRACK GRACKEM SEE A904 SECTION A -A FOR SPACWGfASIEN TO WOOD JAMBS W"3/16' K 1-1/1' LAG SCRCN3 A: WASNOTS PRCPARATK;N of AAMes By OWNS, SEE OETA•L E SECTION B -B NOTE: ALL IN -DESCRIPTIVEK BO TENORS rs O TO BE1/4'-20 x 5/B' G N BELTS k NNS Ci % 5/4' LONG RI[x NCAC SNCL YCUL SCIERIS. 1 A M N lo' -o"17' -O"1427.01-30.51+40-51-45.8 10'-0.18'-0'+27.0-30.5 +40.5 -45.8 DOORS SHOWN ON TNS ORAWWG NAVE BEEN DEMONSTRATED TO WITHSTANO THE PRESSURES USTEO IN TWC TABLE ABOVE VRA TCSTINC; TO ANSI/OASMA 108-05. OsENA ,ATION OF su1TABIRJII' FOR SPECIFIC sITEs IS TW RESPONsiaLnV of OTHERS r gUSINravy( CONSTRUCTION 16 WE GAILY. STTOP BRACKET : (J) S'TRvIS WITH 14 GAGE ROLLER "=A SEE Ormk 0. A 3 UTxViS 1 p NAL 3' 20 G VADE N EMBOSSES sEE oETNL q SiRIlI ON UPPER PART Of r OR °' SECTION BELOW ROLLER. 3• BCAR`O 1 0 OAMER WSTEM lYffN7/16' 04 I OPT1>A4 IACF TIRE STEEL 10 BALL 2.75• —{ DETAIL A IQ'(S61CLE GR) 3' MCA WIDE STRUT I2 KR 16* AIR VENTS ( 2E OCRCOLSTS)6 O NINCES STRUT ON WPER PART O' NOES: DOOR MUST BC QBTALLCD la 450. DL Mw. NOTE, IF OPMWL 4 EMBOSSES STRUT L TINGE ART WRI11 EITHER AN ELECTRK OPERATOR Ono OIEN AREA) ARE SUMEO. 3 COLUMNS OF SEC ION O H OR A LOCH ((MUST ENGGE B01N CENTER STILES ARE TREOULWO. TRACKS ONDOORS WRM OfTOTS10N 20 CAGE 1 4 GCE pc, Y SRLL•DO mum E.`A STILES 6a+R6.. An4z4W vRH (5) tT mq. 41 OEA0. G XTRA SELF CUSIE : OOU0E SIY THROWN KARL6 TCP EEA/ Of NUC[ 0ENOSTILEsRAIL 6 TYPICAL M1I END to STRUT ON UPPER PART OF SECTION ON LANCE IFIIF. SEE OEATAL Q io'wc 1 iE 1 H Z71 o. OGA' E10 DETAIL 8 DRILLING SCRMS 2 PER VERTICAL SntE) SIRUT ON UPPER PART OF SECTION ON WINCE tw. O SEE OEAIAIL C. O POLTSIYRENE INSULATION LMR Y00. 724. 730. O Sw ON BOTTOM BRACKET LM RHES / % 10 X / 13,GAOC CAW STEEL BOT1ou BKAoaT DETAIL C ATTACHEO WITH 2 FASM(RS / Q BELOW RSCIFEW OLLER CW BE ABMIC OR FIOTE: GUIZINO DOES NOT SLTISFY W1OPACT I x ( pE8RI5 REotoRENENTS DE RC 1/07 1 RLB NEXT LEVEL 2/2DING. NO8-07 RLB 99-6-050 DATE APPROV. p PLOT SCALE vHN eTIBN SHEET 3 OF 6 OROCK,1LR"ELE AR W MNDSOR D"R 7 22 15-89 1 5 501) 562-1872 MODELS: 724, 426. 730. 735. 750, 755 PART NAME WINDLOAD RESIDENTIAL PAN DOOR W2 8 1/07 1 RLB NEXT LEVEL 2/2DING. NO8-07 RLB 99-6-050 DATE APPROV. p PLOT SCALE vHN eTIBN SHEET 3 OF 6 I/4' x 1-1/2' x 13GACE. MIN. 1/•' x 1/2' LONGOAtySulK'Nt20MA: avqE 2• GALV. STEEL CARRMGE DOLT h NUT NOR20MAL TRACH USE EYiRA- YTRACK e 15-L' GE OR T3 GOC 1/4' x 3/•' BASEDT"c 014 THE WDGM NO SELF VSE2 SCRSN EY4' x 3/4' SHE AL SCR AGE MIN. CALV. STEEL SPLICE OR FLAG BRACKET. ENTO w000 JAMB WIM' x 1-1/21AG SCREWS. GAGE CALV. S=t AL TRACK solnO CK BRACKETS WITH DETAIL 0 20 x 3/6' TRACK BOLTS. OFGrA+G IKEIGM NOT OVOT D00R HE SEE ORAL E 3a• I DETAIL E 3 ILRACKETs EAtlK S'DE I S' 10 P.Af.F FMT1 ST11 F5 — FASTENED BWrALV. STEEL OPTIMAL SSB CCDLUNa NS) (2) S UCTWN TOP ICXET W11N 1404, ROU.tR MOLDER 1~+.'. CEXFER HINGES' 0 COLUMNS) SEE DETAIL o. 3' 1 ow W10C STRUT DETAIL B SEL OETAA A) r 1/4-X 3/ORILLM 4- HEX NEAR SELF I O`Pf10.W MOSS S1 RM PER IUL 5Ru a DID I 7 STRUT JUST BELOW IOP nxTURE. B I Y ROVER WITH 7/16' OK LONG STEM. I TIRE: STEEL 10 BALL I SEE DETAIL C -T/ 16' A OPTIONAL LACK 14 CA= CAM STEEL ENO 4' IT 16' ARL VENTS NOTE, DOOR MUST BE INSTALLED NINCs ((GGppMMLIFRC7AL). ARAcwO WON ONE EXTRA SEIF RED'0. WIIH EITHER ELECTRIC OPERATOR ENGAGE 601HS) SOBERS SQ OEWL G USEDRILLING SCREW TNROWI 1 0 S0. 61. wN. OR A LOCK (MUST TIAL OPEN AREA) 20 RACE ENO CAP TRACKS ON DOORS WITH EXTENSION STRIR ON UPppppL2 PERT 0!•SECIION TOP L81F OF RAILjyPICEICJi p SPRtNCS). X20 GAGE END STILES 2 PER VFRIM STILE) STRUT ON UPPER PART OF SECTION ON HINGE LEAF. SEE DE14L C USE LONG STEM 10 BALL ROLLERS. WfTH TOG -L -LOOS TO PANEL. F T I I _ AES_ VSE ENO CAP OVER ENO STILES. SEE OCTAL B) LH, STOP MOULDING NALEO EVERY 9' 21' 19GH PANEL. 5-0 TYPE NAIL MW. GALV AND 1-3/6' POLYSTYRENE INSULATION PREPAJNTCD STEEL 70 F Noo. 724. 736. DETAIL C 25 GLOE FOR ALL C 2, MODELS CXCCPT24GAGEMODEL STRUT ON BOTTOM BRACKET ee G,AAG I 750, 755. RESIOEHILAIALV. STEEL CCMER'NM2:E • 0 GGT GALV. STILETC0GAGSTILE 13 GCE GLV. STEEL BOTTOM WALKCT NOTE: GLARING DOES NOT SATISFY IMPACT 13 CAGE GLv STEEL TRACK BRACKETS. SEE ABOVE DEBRIS REOUIREMEMS IN FBC FOR SPACING FASTEN TO WOOD JAMBS WITH 3/16' x 1-1/2' ATTACKED WITH UASTENERS LEE, GE SCREWS WASHERS. PREPARATION OF JAMBS BYO RA SECTION A—A BOTTOM SCREW BE ABOYE OR BELOW ROLLER. SECTION B—B NOTE: ALL WW-OESCRFTNEM" FASTENERS SHOWN TO BE7XF. TABLE 1 /4__:D x 5/6' G H XBOLTSHEA r NLRB aK \\ 1111111111/ // 1/4 % 3/4' LONG HEX HEAD SHEET LKETAL SCRf.WS. \ 000R N.61 s W ti N A 4,6'-0" 0-1+22,21-25.01+33.3 37.5 DOORS SHOWN ON THIS DRAWING HAVC BEEN OEMONSTRATEO TO WIMSTAND THE PRESSURES OSTEO 1N THE TABLE ABOVE VIA TES'nNG TO ANSI/OASMA 108-03. DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. 1" J/ .0, 51T37 •, 3 4 ewe oP E.C.N. I DATE 116 X 7 P.O. BOX 8915 W WlMSOR DOOR 72719- B915 AR 501) 552-1872 OOELS: 724, 426, 730, 735, 750, 755 PART NAME: WINOLOAO RESIOENTIAL PAN ODOR W2 8 DWG. N0. 99-8-080 SHEET 4 OF 6 0. 1 TAI - TAI AA 3' 1 ow W10C STRUT DETAIL B 116 X 7 P.O. BOX 8915 W WlMSOR DOOR 72719- B915 AR 501) 552-1872 OOELS: 724, 426, 730, 735, 750, 755 PART NAME: WINOLOAO RESIOENTIAL PAN ODOR W2 8 DWG. N0. 99-8-080 SHEET 4 OF 6 3/4' x I-1/2' X 13GGE Mw. STEEL HORIZONTAL ANGLE. 1/r x 1/2' LONGGALV. Z* GLV. 2' GLV. STEELTRACK 16 GAGE OR 13 GAGEWC'GM CARRIAGE BOLT @ NUT USE EXTRA 1/4' % 3/4' HEX MCAD SELF ORLLNG SCREW 6'F TINE DOOR. 6 STR'I'S- TT13 PA-XK SPWANUUd OORLVI C BRACKET. SHEEiZLE AAL SC 3 s FASTEN TO 9000 JAMB WITH Sm" TN BE. 16' x 1-1/1' LAG SCREWS. TOP 2' GLV. STEM SEE DETAIL E. SECTION 3-3 VERTICAL (RACK 2- ROLLER WITH 7/16' 01A 16GA. LONG STEM. SEE DETAIL E DETAIL D I 63' I 4 37' DETAIL E I 3 BRACKETS EACH SIDE 5 1 I 20 GCE END STILLS - FASTENED W17% TOG-L-IOCS TO PA0- G%%% j// jjay]] USE rho CAP OVCV ENO STLES 2T5( SEL OCTAL CISTOPMOLLULOING NN.EO EVERY 9' 6-0 TYPE MNL MIN. I SGA6 GALA. STEEL TOP eRACKLI WITH INSULATION 14GA. ROLLER HOLDER. SEE OCTAIL 0. 6 STR'I'S- ENS. SEE OCLAM1 C. S' 1LSm" TN BE. OCT8CA A) Sim OCTAL A TOP jui SEE DETAIL E. SECTION 3-3 OPTIONAL I=-,, 2- ROLLER WITH 7/16' 01A SEE OCTAL C - LONG STEM. 24 CAGE MODEL TIRE STEEL 10 BALL 2 1/Z' POLYSTYRENE 1 ALV.GDACEE ALA. STEEL ENO E O WITH (6) INSULATION CENTER1CAGEL- STEEL oAD* 1 24' MGM PANEL GALV. ENS. SEE OCLAM1 C. SECTION A -A ANO PREPAINTED MODEL 735 UMERCNL) jui SEE DETAIL E. SECTION 3-3 STRUT ON LOWER ATTACHEDLONG HEX MLUNG 24 CAGE MODEL PART OF SECTION 2 750. 755. ABOVE HINGE LEAF. 13 GAGE GLV. STEEL BOROM BRACKET L75' -- SMUT ON UPPER F— PMO OF SECTION DETAIL A ON MINCE LEAF. SEE DEUR C 3' IBCA w10E STEER STRUT. ON Lam PAor SECTION. RT Z• *CU:M WON 7/16 A074- aNGC LEN. IDNO SrLu. NT6 S7M TO BALL 1/Z' POLYSTYRENE 1 INSULATION CENTER1CAGEL- STEEL oAD* 1 24' MGM PANEL GALV. STANDARD FOR SECTION A -A ANO PREPAINTED MODEL 735 GALVAIAZC SEE DETAIL E. SECTION 3-3 MODELS EXCEPT ATTACHEDLONGHEX MLUNG IS CAGE GLV. STEEL CENTER 16xG[ ATTACKED WITH 4 FASTENERS (RCSID[11TIAt) 2 PER VERTICAL STILL) CENTER1CAGEL- STEEL oAD* 1 24' MGM PANEL GALV. 1-3/6' POLYSTYRENE INSULATION OPTOMAL FOR MOO. 724, 730. SECTION A -A ANO PREPAINTED 750. 755, 426. SLACSCREWSkWASHERS. PREPARATION OF JAMBS BY OTHER' STEN 23 CXE ALL SEE DETAIL E. SECTION 3-3 MODELS EXCEPT 24 CAGE MODEL 2 750. 755. 7 13 GAGE GLV. STEEL BOROM BRACKET ATTACN D 1YIT11 J FASTENERS. IS CAGE GLV. STEEL CENTER 16xG[ ATTACKED WITH 4 FASTENERS (RCSID[11TIAt) CENTER1CAGEL- STEEL oAD*1 RG-OORR POP PANELS. SECTION A -A L— 13 CAGE GALA. STEEL TRACK BRACKENS SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' NOTE ALL NOM-OCSCRIPtW FASTENM SHOWN TO BE SLACSCREWSkWASHERS. PREPARATION OF JAMBS BY OTHER' T/4'-20 % S/B' MIX BODS k NUTS OR x 3/, LDMC HEX NEM SHEET METAL SCREWS SEE DETAIL E. SECTION 3-3 P. 0009 SSC WITH I v,cmi NEGATIVEIT G T6'-0" 8'-0' +22.2 -25.0 +33.3 -37.5 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE NA TESTING TO ANSI/DASMA 100-05. pa DETERMINATION OF SLRTADLITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS.3,: 1 W.TE CO 11CN 10' (DOUBLE CAR) — x 16• AIR VENTS 7 Itu.1V ARG) j]) OPTIONAL. CENTER HIN G SCS (`i) USE MD OBRA SELF DRILLING SCREWS THROUGH TOP k BOTTOM RAVES OF NWGE, END STILL 6: RAIL AS SHOWN DETAIL C NOTE: GLAZING OOES NOT SATISFY IMPACT DEBRIS REOLOREM047S IN FBC E.C.N. I DATE 8 20 CAC£ END STILES J. i6c& Ej1Q w' DETAIL 6 NOTE: DOOR MUST BE 041ALLCD MTRI OTHER AN ELECTRIC OPERATOR OR A LOCK (MUSTENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPR4+G5)_ 16 X 8 P.O. BOX 8915 W WINDSOR DOOR 72219 R 915. AR 501) 562-Ie72 724, 426, 730, 735, 750. 755 WINDLOAD RESIDENTIAL PAN DOOR W2 8 DATE: DWG. N0. 2/27/07 99-0-080 RN ByY SHEET 5 OF ! 3/•• [ 1-1/2• K 13 CAGE WK (3) 1/4• O'41610'GC TIM . CAW. STEEL HORIZOWIAL ANGLE. 2• CALV STEEL HORIZONUI TRACK NO R 13 GAOL16GAGEOBASED STRUT ON UPPER PART OF UICnOM ON MINCC LEAF. ON t SEE OCTAL C OF THE DOM t/l•'e K 7/•' d 1 r „5- SHEET WEUt CU 'mS 1GLT. STEEL, TRACKSPucc 7U F ' AC 19 FLG CRACKE7. FASFEH 10 w000 ORlOO SORER Jwa raH s/1ex 1-1/2• LAO scREWS DETAIL 02. 13 CAGE GALV. STEEL LRF, LE VERTICAL IRoCK DETAIL A SEE OCTUL E TV (16 1 6) 3• 16CA WIDE STRUT LL67• (16 T 7) HEDEICING ILMNOT ODORWCR T IR t 7) HOW) DflL IN• (16 [ 6) I S ORAGKEfS EAaI 90E 7r D6 [ 7) I 071 I ( I I 12 va ort I U suNDARo Fa+ 20 CAGE ENO SCS T -FASTENED MOOEI 735 2. WITH lOO-L-LOGS TO PANF1. LSE CNO GAP MR 010 STILES. SEE OCTAL B) STOP WOULDv4 NA6L0 tV 60 6-O TYPE NNL WIN. 21' t W. 1 MGM PANELcxV. AND PREPAINTED 2• STEEL 25 GAGE ALL MODELS EXCEF1 16 CAGE CALV. STEEL CENRH }},L f i 750. 7733. ArA EL ATTACHED anN • FASTENERS. IRCSUENIIL) 20 CAGE CALV. STEEL CURER STILE. ATTAUICD N^11 fOGrL-LOC OR POP NNCTS TO PANELS. L 13 GCE GALV. STEEL TRACK SWCLETS. SEE ABOVE FOR SPACING FASTER 10 WOOD AWES WITH 5/16• K1_1 2• LAC SCREVS 6. WASHERS. PREPARAnoN OF .LAUGS I!Y ENTERS, SECTION A—A SEE O-TAL E NOTE: ALL NON-OESCRIPITVE FASTEHCRS SHOWN TO BE SECTION 8-9 1/• -:D x 5/e• HEA BOLTS a NUTSoR 1/A' K 3/•• LONG HOC HEAD SWEET METAL SCREWS. DOORr 1 A M'M . 1 0T1 18'-0" 7'-O +26.0 -29.1 +39.0 -43.7 i8'-0. 8'-0+26.0 1-29.11+39.0 1-43.7 ODORS SHOWN ON THIS ORAWINC NAVE BEEN OEVGNSTRATID TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/045 0, 100-05. OLTERWNATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. le 13 "cc CALv. STEEL TOP SRIACIV YOII TO GAGE ROLLER MOLDER NOTE THAT TROLLER m%DOR CURL 6 TURNED OWN. SCC OCTAL 0 KMACAMELLOt V SEE OCTAL C NO STEEL 10 BALL. STRUT ON UPPER PART OF UICnOM ON MINCC LEAF. SEE OCTAL C EC1Ut AB& HwCE 1 r „5- t• .1OCY6= lAQS WITH (E) vf SEE ORAD. C. 3. STRUT ON LDWER PART SECTION ABOaE IIYROE LRF, LE T— 273• DETAIL A SIRUI ON UPPER PART OF SECTION ON HINGE LEAF. 3• 16CA WIDE STRUT SEE OCTAL G LONG HE' HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 1-3/e• POLYSTYRENE vsuLARON 70 PnONAL, FORWOO. 724, 730. RUT ON BOTTOM BRACKET. U GACC GALV. STEEL, BOTTOM ERACKCT ATTACHED WITH 2 FASTENERS. HURREAHE ROLLERS LrligtM DS TWT LAAOLP NtL CWSOSS1T e' OPDONAL LOCK YR I!• A:R %VaT `CENTER STILES (7 COLur) Tl0 4549.0, CENTER NwGFs (3 C L Us> I OPEN ARE/.) OPTIONAL USC TWO OCnV. Sal DRILLING SCREW THROU04 HINGE. 00 SW t RNA. DETAIL C NOTE•DOES NOT SATISFY OPACTWRCOUTREUCHTSNFOC DATE 70 GAGE ENO STILES Roll 13" END ILP. DETAIL B NOTE DOOR MUST BE INSTALLED WTTM EITHER AN ELECTRIC OPERATOR OR A LAC( (MUST ENGAGE BOTH TRUCKS ON DOORS WITH EXTENSION SPRNCS). 18 X 7 18 X 8 P.O. Box 11915 lgwmj;OR DOOR P' 229 69` 13AR 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINOLOAO RESIDENTIAL PAN DOOR W2 B DWG. NO. 99—B-080 SHEET 5 OF 6 Florida Building Code Online Page 1 of 5 LcP or' G PAR GF = Business & Professional Regulation Bels Home I Log In I User Registration j Mol TopxS I Submt Surcharge I Slats B Facts Publications j FSC Staff I SCIS Site Map I Links Search' a r Product Approval Florid I 0USUSER. Public User t taasa arc Product Approval Menu > ProAuct or Aoolkation Search > Application List > Application Detail FL # FL17676-116 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 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Cd 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 littr)s://www.floridabLiildinp-.orp-/pr/pr app dtl.aspx?param=wGLVXQwtDgvFGYZsirZFR6... 3/1/2018 Florida Building Code Online of Products FL # Model, Number or Name 17676.1 3540 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. Page 2of5 Description 36x74 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APCO 13551C7327.01-109-47- 1.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH 36 x74 Fm.Ddf 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.Ddf 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 11 Install - 3540 SH Fin 36x84.Ddf 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 4046.0f 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 GAG APC 3540 Fin 44x63.Ddf 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.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 14402 Rn Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 4402.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH l 44x84 Fin Frame 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. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47-6 Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 44x84.Ddf Verified By, American Architectural Manufacturers Association Created by Independent Third Party: littns:Hxvww.floridabLiildinp-.org/pr/pr app dtl.aspx?param=wGLVXQwtDgvpGYZsjrZPR6... 3/1/2018 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Page 3 of 5 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84.odf 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. Units must be glazed in accordance with FL17676 R6 11 FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x84 Finless Frame 36x74 Finless Frame Limits of Use Approved for use in HVHZ: No Certification Agency Certificate Approved for use in HVHZ: No Quality Assurance Contract Expiration Date FL17676 R6 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Design Pressure: +40/-50 Quality Assurance Contract Expiration Date Impact Resistant: No FL17676 R6 11 08-01372 511989.odf 08/28/2022 Design Pressure: +35/-50 Created by Independent Third Party: Yes Installation Instructions Other: LC-PG35 Evaluation Reports FL17676 R6 11 08-01252B 7.odf FL17676 R6 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.Ddf 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.odf 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 11 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE -62514 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL17676 R6 AE 511849B 1247.odf FL17676 R6 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes 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.odF 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 11 08-01247B 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Design Pressure: +30/-30 Created by Independent Third Party: Yes Installation Instructions Evaluation Reports FL17676 R6 AE 511849B 1247.odf 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.odf 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 Il.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure. +35/-35 Installation Instructions Other: R-PG35 FL17676 R6 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabuilditig.org/pr/pr_app_dtl.aspx?parani=wGEVXQvADgvFGYZsji•ZFR6... 3/1/2018 Florida Building Code Online IFL17676 R6 AE 513015A 2269.Ddf Created by Independent Third Party: Yes Page 4 of 5 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC AP (108181C7325.01-109-47 - 13.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 11 08-02270A 13.odf Tested).odf Verified By: Luis R Lomas, PE PE -62514 Association Created by Independent Third Party: Yes Created by Independent Third Party: Evaluation Reports Evaluation Reports FL17676 R6 AE 513016A 2270.odf Created by Independent Third Party: 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.odf 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.Ddf Tested).odf Verified By: Luis R Lomas, PE PE -62514 Association Created by Independent Third Party: Yes Created by Independent Third Party: Evaluation Reports Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Created by Independent Third Party: Yes 17676.15 3540 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.01.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install Instructs - 3540 SH FIN 48x72 (As Tested).odfASTME1300-04, Association Verified By: American Architectural Manufacturers Created by Independent Third Party: Association Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAG APC(10817)C7327.01-109-47 - 16.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH CHS Fin 108x74 odf ASTM E1300-04. Verified By: American Architectural Manufacturers FL17676 R6 II 08-02997 - Anchor CIID.Ddf Association Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports Created by Independent Third Party: 17676.17 j 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C GAC APC F3902.01-109-47-110 3540 Approved for use outside HVHZ: Yes SH.Ddf 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 CIID.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an ANEW employer Copyright 2007.2013 Slate of Florida..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida Law, email addresses are public records. If you do not want your a -mad address released in response to a public -records repueSt. do not send electronic mail to this entity. Instead. Contact the office by phone of by traditional marl. 11 you have any avestionS, please Contact 850.487 1395 'Pursuant to littns://www.floridabLlildine.orp/pr/pr app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6... 3/1/2018 Florida Building Code Online Page 5 of 5 Semon 455.225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe littns://www.tloridabLIiidiiiL.orp-/pr/pr app dtl.aspx?param=\vGEVXQwtDgvFGYZsjrZFR6... 3/1/2018 ELEVATION 2' typ. 36' o.c max. 2Ttyp. T I 8' o.e. Max. Co r a'*"CLEARANCESALLFOURSIDES) NAIL--F1-N-'--1-S-A FLASH] BY OTHE Anchor See Section Dei a HEAD DETAIL F Min Edge 7/16" JAMB DETAIL 1ZE HEADER AS NEEDED CAUL( UNDER NAILING FIN FNTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED DRYVALL FAUST AC EVESCREW 1 R / 4 ( S PENETRATIOHOWN WITHN SHEATHING) 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 for 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 fosteners 2' from comers and no more than 6' 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 +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) L. IFINSTALLATION MA- en am do INSTRUCTIONS M.R. 12-14-09 FASTENER SCHEDULE — FIN— ' MI lC TERM WHICH Windows.& Doors IGE'. I Gratz, PA WITH '1/2' FRONT FLANGE) 3540 Single Hung I NONE 1 d I b 3540-3240 SH FIN 36' MAX. _ FRAME WIDTH 1 4' MAX. ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CHART SHEET T FOR UNIT SIZE AND ANCHOR QUANTITYO 84' MAX. FRAME HEIGHT X 4' MAX. f SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors required at each jamb Height IN Panel rAdth (in) 24.0 30.0 76.0 24.0 2 z 2 30.0 2 2 2 36.0 3 1 3 3 42.0 3 1 3 3 48.0 3 1 3 3 54.0 3 1 3 4 60.0 4 d d 66.0 4 d 4 72.0 d d s 76.0 d a s e4.o 4 s s TABLE OF CONTENTS SHEET NO I DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 — 3 I INSTALLATION DETAILS I aEVISIMI _ I atv otxarcmON ogre nwkat NOTES: 1) THE PRODUCT SHOWN HEREIN IS O=SIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED i0 PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUC< OVER MASONRY/CONCRETE IS OPTIONAL, WHERE IX BJCK IS NOT USED OISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGIN°ER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH MEETING UNITS RAILSMUSTMUSTEBEREINFORCEDREINFORCEDWITH WITH R"i504S20201-00 51EE EI REINFORCEMENT 7) UNITS MUST BE GLAZED PER ASTM E 1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 9) SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS MAXIMUM ALLOWABLE SH!M STACK TO BE 1/4". 10) ROR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITII SUFRICICNT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE p8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16' MIN1[MI1M EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS 10 BE CORROSION RESIS1A10. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 011H ANCHOR MANU=ACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL. NOT BE USED IN SUBSTRATES WITH STRENGIHS LESS THAN THE M!NlM1JM STRENGTH SPECIFIED BELOW A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.47. 9 CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TDE : OR GREATER). SIGNED: 10/21/2011 M650IWDOWESTMARKETS AND DOORS SI fI,- L0 GRANTZ. PA 17030-0370 STREET\\, 9'. ter,\G NSA •J' SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW2 0 6 STEEL REINFORCED - NON -IMPACT 36" X 84 a41 ELEVATION, ANCHORING LAYOUT AND NOTES 0•• tAT OF t t1IUNN ovrt: No. Ntv i4•Fif' ' C 0 RIOT: G'' V.L. 08 ate , Oc1i372 VAXNTS 10/17/11 1 OF 3 REYIWNS I REV I w.scawoi I WE 1 +wk(rf.) 2X RUCK/WOOD FRAMING DT' OTHERS, 2X BUCK TO BE PROPERLY SECURED FLANGE TO DE -- _ SET IN EEO 0` 1/4" MAX, 1 3/16 MIN, f _ 1/4" MAX. APPROVED SEALANT ++++++ _ SHIM EMBEDMENT SHIM L HEkO TO BE SET IN A BED OF APPROVED r8 WOOD SCREW CONSTRUCTION SELANT r I- !/ INTERIOR r 2X BUCK/V1000 FRAMING C I nn-- 3Y OTHERS, 2X BUCK TO 0 EXTERIOR If INTERIOR BE PROPERLY SECURED EXTERIOR FLANGE TO BE SET IN BED OF SILL TO BE SET IN APPROVED SEALA 1T HORIZONTAL CROSS SECTION BED OF APPROVED 2X SUCKAVOOD FRAMING INSTALLATION CONSTRUCTION ADHESWE FLAIJGE TO 8: a AX1/4" M. SET IN BED OF_ I r.r 1 SHIM APPROVED SEALANT ' 7 NOTE: INTERIOR AND EXTERIOR FINISHES. OY OIHERS. J NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS LR lL0//' JX BUCKJY/C00 FRAMING VERTICAL CROSS SECTIONE OTHERS, 2X BUCK TO 650 WEST MARKET STREET 5 J 9 E NSABEPROPERLYSECURED2XSUCKAVOODFRAMINGINSTALLATIONGRANTZ. PA 17030-0370 r,•G SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW o 6 * = STEEL REINFORCED - NON -IMPACT 36" X 84 o,t at,coa` INSTALLATION DETAILS p , $TATE OF RcvVR FS,S/<0RI'D G\\ 08-01372 ONA I I\; scutazE surNTS10/17/11 2 OF 3 MASONRY/CONCRETE BY OIHERS OPTIONAL IX BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET 1 7L.ANGE TO BE SETIN CEO OF APPROVED SEALANT EXTERIOR FLANGE TO BE SETul BED OF APPROVED SEALANT OPTIONAL IX BUCK BY nTHERS, IX BUCK TO BE Pr0:'ERLY SEL"JRED SEE NOTE 3 SHEET I I SHIM HEAD TO SE SET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR X VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION SILL TO BE SET IN BEC OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. SHIM REV I OESCRIPTICN OhIE •PPRRO EO I 1/4" LAIN. I i/4" MAX. EMBEDMENT MARKET650WESTSTREET SHIM GRATZ, PA17030-03O GENy. p ice SERIES 3540 FINLESS PVC SINGLE HUNG wIN00w= r 3/16" TAOCONMASONRY/CONCRETE INSTALLATION DETAILS BY OTHERS RIOT. • \\ i MONA j1 G\ snit wrcNTS 10/17/11 3 OF 3 INTERIOR 01 I U 2 5/8" MIN. EocE o5T• I OPTIONAL 1X SUCK BY EXTERIOR OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE LONGE TO BE TOTE 3 SHEET I SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION TA150NRY,/CUNCP,ETE NOTE. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. BY OTHERS NOT SHOWN FOR CI.ARRI Y. MI WINDOWS AND DOORS MARKET650WESTSTREET SR,/ v\\% I- to1III/ j i - GRATZ, PA17030-03O GENy. p ice SERIES 3540 FINLESS PVC SINGLE HUNG wIN00w= 5 * = OTATFe- STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS 1OF • ` OORA:.11. 0wc N0. NEV 08372 — RIOT. • \\ i MONA j1 G\ snit wrcNTS 10/17/11 3 OF 3 36" MAX. I FRAME w10TH 1 1_ 4" MAX. ANCHORS TO BE A ECUALLY SPACED. SEE ANCHOR CHART SHFEI T FOR UNIT SIZE AND ANCHOR ouANTITY 0 / j eF MAX. FRAME HEIGHT X 4" MAX. SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW OESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors required ateach jamb Height In) Panel w1081 pn) 24.0 30.0 36.0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 40.0 3 3 3 34.0 3 3 4 60. 0MIS66.072.078.0e4.0 TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I ELEVATIONS, ANCHORING LAYOUT$ AND VOTES 2 — 3 1 INSTALLATION REVISIONS _ OLSCRwnON I -IE A VNV.tJ NOTES: 1) THE PRODUCT SHOWN HEREIN IS D_SIGNED AND MANUFACTURED TO COMPLY REOUIREMENTS OF THE FLORIDA BUII.DING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO 3E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOACS TO STRUCTURE. FRAMING AND MASONRY OPENING IS 'THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) IX 9UC( OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATI.:G OR MEMBRANE. SELECTION OF COATING OR LtEMORANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGIOZER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF IH-_ PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR -d=1.6 WAS USED F,)P WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451 -020 STEE_ REINFORCEM-NT. MEETING RAILS MUST BE RVNFORCEC WITH R=-1045-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR ]HIS PRODUCT IN vzlp0 BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR VAT:4 LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SL!aa STACK TO BE 1/4". 10) FOR ANCHCP.ING INTO MASONRY/CONCRETE USE 3/16 TAPCONS VATII StITFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WI4- 5/8" MINIMUM EDGE CISTANCE. LOCATE ANCHORS AS SHO^:N IN ELEVATIONS AND INSTALLATION DETAILS. 1) FOR ANC-ORiNG INTO WOOD FRAMING OR 2X BUCK USE jl8 WOOD SCREW WliH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" 1.41143AU A EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASIENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE :':IIF; ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALI. NOT HF. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGIH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. T`'PE ;OR GREATER) SIGNED: 10/21/2011 MI WINDOWS AND DOORS 5`IR IC l///, 650 WEST MARKET STREET GRANTZ, PA 17030-0370 j GENSF•s SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 6 *- STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION. ANCHORING LAYOUT AND NOTES o;f a O•• TAT OF btu` i;e4OR1a: iONA1 ORA%N, awc NO 08-01372 REV sr vE NTS y 10/17/11 1 OF 3 1 aMS10.v; uexaamcu CAM I .WNO.4 2Y $I1CK/YlODD FRAIdING, BY OTHERS. 2X BUCK TO UC=ROFERLY SECURCC FLANGE TO 8E SET IN BED A= OCA -C:J I/4" MAY.. I 3/16 MIN. 1/4` oaROI:EC) SEALANT a SHIM EMBEDMENT SHIM HEAD TO BE SET IN A BED OF APPROVED r ,,,8 Y%AAO SCREW CONSTRUCTION SCLANT I INTERIOR 2X BUCK/'JlOOD FRAMING - a 13 I '' BY3Y OTHERS. 2X BUCK TO 0 II I tet` EXTERIOR INTERIOR B: PROPERLY SECURED I r EXTERIOR FLANGE TO BE SET IN BED OF L SU l TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION 6E0 OF APDROVEO 2X BUCKANOOO FRAMING INSTALLATION CCNSTRUCTION ADHESIVE o a FLANGE TO BE I- 1/4- MAx' SET IN BED OF Flf-1 SHIM APPRAVED SEALANT NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOl SHOWN FOR CLARITY. M650 IWDOWMARKED DOORS 1R 0XP,UCK;'WCOO FRAIAING 5` OTHERS. 2x BUCK TO VERTICAL CROSS SECTION S %,, 41f //". BE PROPERLY SECURED 2XBUCK/W000FRAMING INSTALLATION GRANTZ. PA 17030-0370 ter •pENS SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW o, 6)26y STEEL REINFORCED - NON -IMPACT 36" X 84 y a+,cOi INSTALLATION DETAILS p , SS TATE OF tU oaA. N: ash No. acv i.P• R ' . i FS .4000 : G?` V. L.08-01377 areNTS 10/17/11 2 OF 3 RASCNRY/CONCRETE BY OTHERS OPTIONAL IX BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I LANCE TO BE SETIV BE OF APPROVED SEALANT EXTERIOR FLANGE TO BE Sc TIN BED OF APPROVED SEALANT OPTIONAL IX BUCK BY OTHERS. IY. STICK TO BE PRODERLY SECLIRED. SEC NOTE 3 SHEET I SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SCALAKT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX. r SHIM T VERTICAL CROSS SECTION MASONRY)CONCRETE INSTALLATION REMS-ONS DESCRIPTION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM r 3/16" TA -CON MASONRY/ CONCRETEj" BY OTHERS INTERIOR 1 ol 2 5/3' MIN. EDGE DIST. 012110NAL 1X SUCK BY EXTERIOR OTHERS. IX BUCK TO BE PROPERLY SECURED SEE LANCE TO BE VC TIC 3 SHEET I SET IN 3FO OF APPRC:VCO SEALANT HORIZONTAL CROSS SECTION MASONRYMONCRETE INSTALLATION NRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. ILASO BY OTHERS NOT SHOWN FOR CLARIY. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANT2. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS aamr. OHG NO. RE V.L. 08-01372 Sc"Lf NTS °"'c 10/17/11 s"Ec'3 OF 3 J\`' •R 1 O 11 0 6 *- pO,• TATE OF OR10i'S P G• 1/23/2018 Florida Building Code Online t' Professional Regulation 09 SCIS Home i Log In I User Registration I Hot Topics Submit Surcharge I Stats 6 Facts i Publications i FBC Staff I SCIS Site Map I Links I Search dUr product Approval IUSER: Public User at+ rr: Product Aeoroval Menu.> Prndud "A nlkAlon Search > Application List Search Criteria Refine Search Code Version 2017 FL# 18644.04 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL OiZal Orr R... %. - ELI Tyne Manufacturer Validated By Status FL18644-112 Revision MI Windows and Doors Steven M. Urich, PE Approved ' History FL#: FL18644.4 (717) 317.8454 Model: 3500 PW Description: 96x60 Category: Windows Subcategory: Fixed APproveo Dy vorK. Approvers VY vo I— oc .cv,c..cv a..v .vv......r • w ••-,-• Contact Us :: 2601 plait done Road. Tellabassee Fl. 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. iroovrtoht ilkll- e]9 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund e atem`t Under Florida law, email addresses are public records. If you do not want your a- mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. '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 emall address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 11 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 Sate hilps://www.floridabuilding org/pr/pr_app_Ist.aspx 1/1 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER A' -L LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIDIU. f OF THE ARCHITECT OR ENGINEER OF RECORD. i_ 1X RUCK OVER MASONRY/CONCRETE IS OPTIONAL, 4. WHERE SHIM OR BUCK THICKNESS IS LESS TbAN 1-1/2" VANDOW UNI15 MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRUE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS K 1-1/2" OR GREATER, BUCK SHALI. BE SECURELY FASTENED TO WSONRY, CONCRETE OR OTHER STRUCIURAL SUBSTRATE. WINDOW! UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD PUCK IN ACCORDANCE WITH LLMUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMIIAR MATEP.IALS MUST BE SEPARATED WITH APPROVED COAT.NG OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITEC7 OR ENGINEER OF RECORD. 7. BUCKS SHALI EXTEND BEY0140 WINDOW INTERIOR FACE SO THAI FULL FRAME SUPPORT IS PROVIDED. 8 FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WIIII LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" ON GREATER OCCURS. MAXIMUM ALLOWAOLL SHIM STACK 10 BE 1/4-. 9. SHIMS SMALL BE LOCATED, APPLIED AND MADE FROtL MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=I 6 WAS USED FOR WOOD ANCHOR CALCULATONS I I FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASIM E13DD-04. 13 APPROVED IMPACT PROTEC7nE SYSTEM 1S REQUIRED FOR T141S PRODUCT IN WIND BORNE. DEBRIS REGIONS. 14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X DUCK USE J6 WOOD SCREWS WRII SUTTICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE AvCHORS AS SHOWIN IN ELEVAIIONS AND INSTALLATION DETNLS. wk 9GIS 14Ev I cEuRtmok I oAIE I AnPKw%t 15. ALL FASIENERS 10 BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE MVSTALI ED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALT. NOT BE USED IN SUBSTRATES 'NMI STRENGTHS LESS TMAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42 17 GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NO[ EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. I& THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES. 3500PW. 3500T. 350OSOU7ES, 3500SP. 3540PX, 3540T, 3540SDLF7ES. 3540SP, 325OP7, 32501, 325OSDUTES, 325OSP, 324OPW. 3240T. 3240SOILITES, 3240SP, 3500HP.TW. 3500HPT, 3500HPSOLITES. 3500HPSP, 35896*P, 35807, 358OSDLITES, 3580SP S-35OOPW, S -]SOOT, S-3500SDIUTES, S-350OSP, S-354OPW. S -3540T, S-354OSDLITES, S-3540SP. M-35OOPW, W-350OPW, W -3500T. W-3540PW. W-35407, W-3540SDILRF.S. W-354CSP. 1255PW, 1255SP, 128OPW, 91OSP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSF. ABLE OF CONIENIS ISIICLTN0, DESCRIPI ION 1 NOTES 2 ELEVATIONS 3 INSTALLATION T-2.AM- Q tAsS f- L— , U' SIGNED: 02/17/2016 Fd650WINDOWSEST K ED DOORS r STREET J\ SIII IIIiro,,' GRATZ, PA 17030-0370 GENY' p 0 5SERIES3500FIXEDWINDOW= 96" X 60' NON-114PACT NOTES 1-p /E OF ; , G?`• DKI, • 11116FS;ORIO. 08 9OF SI NA11 aV`\ NTS w+E 02/04/16 r40 3 9E' MAX. FRAME VnDIH 2' MAX10' 2' MAX O.C. 6u" MAX. FRAM C r.EIGHT SERIES 3500 FIXED WINDOW ECTERJOR VIEW FIN INSTALLATION DESIGN PRESSURE RATbVG IMPACT RATING 50.0%60.OPSF NONE NOTES. I , MAXIMUM D.L.D.: 92' X 56" 2. (2) 1" X 1/9' WEEPS1.0i Al 9' FROM EDGE OF SIIL I"ACF. Holgnt MMX _ 01 x D.C. SEE CHART 11 FOR HUMBER OF ANCHORS 1 2' MAX _ wwsoos I Rn I IAMMo tl . I wv I wvo-ro 1 Jeri t TLC+LD 81.A MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION N.G 08-02859 W" NTS atr 02/04/16 1 aKn 2 OF 3 SIGNED: 02/17/2016 R Lt10 iii SY A • oATE OF" I SERIES 3500 FIXED WINDOW ECTERJOR VIEW FIN INSTALLATION DESIGN PRESSURE RATbVG IMPACT RATING 50.0%60.OPSF NONE NOTES. I , MAXIMUM D.L.D.: 92' X 56" 2. (2) 1" X 1/9' WEEPS1.0i Al 9' FROM EDGE OF SIIL I"ACF. Holgnt MMX _ 01 x D.C. SEE CHART 11 FOR HUMBER OF ANCHORS 1 2' MAX _ wwsoos I Rn I IAMMo tl . I wv I wvo-ro 1 Jeri t TLC+LD 81.A MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION N.G 08-02859 W" NTS atr 02/04/16 1 aKn 2 OF 3 SIGNED: 02/17/2016 R Lt10 iii SY A • oATE OF" APPROVED SEAL4M RFj11NO FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8' MIN EDGE DISTANCE S WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL _CROSS SECTION HOOO FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE 1/4' MAX SHIM SPACE WOOD FRAMING BY OTHERS p6 WOOD SCREW 1 1/4" MIN, EMBEDMENT APPROVED SEALANT BEHIND FIN 3/.3 MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OA2X BUCH INSTAILUTm NOTES' 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FDR CLARITY. WOOD 2 PERIMETER AND JOLVf LASEANT BYOTNERS TO BF ^ WIT FRAMING DESIGNED/NACCORDANCE NASTM E21t2y! BY OTHERS • 1'•J 6 V' I j 106Lii D 14 SIGNED: 02117/7016 1/23/2018 Florida Building Code Online 1 r Professional 1 SCIS Home I Log In I User RegistraUon I Mol Topics Submit Surcharge I Slats & Facts I Publications I Fac Staff I eCIS Site Map I Links Search 0 Product Approvaldibrjor.0 USER: PUDIIc User roduct,AeOroral Menu > Produn or Aeol'r_atlnn Search > Application List Search Criteria Code Version 2017 FL# 18504.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL UA Tvoe Manufacturer Validated By SSa us FL18504-R2 Revision MI Windows and Doors Steven M. Urich, PE Approved History FL#: FL18504.2 717) 317-8454 Model: M-1926 Vertical Mullion Description: M-1926 Vertical Mullion Category: Windows Subcategory: Mullions APpf9VC0.0Y UDVK. Approvals oy UOrK snan oe rcv,eww 0a0 ruvncv vy u.0 — 0..w v.—............».v...... _ r Contact Us :: 201 Stair Slone Road_ Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. raevflohl 2007-2013 State of Fledaa.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e -mall 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), Florkta Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: Credit Card Safe htips://w%vw.floridabuilding.org/pr/pr_app_lst.aspx 1/1 NOTES: 1) THE PRODUCE SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA RUILDINC. CODE. 2) WOOD FRAMING 10 DE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARC1117CCT 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) APPROVED IMPACT PROTECTIVE SYSTEM I5..L.OJ BEAVIRE4 FOR THIS PRUVUC7 IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALIATION DETAIIS SHOWN IN THIS DOCUMENT APPLY ONLY 10 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARAIE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE S40WN IN THIS CRAWINC. WINDOWS MAST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 8) UNITS MAY BE MULLED TOGEIHER INDEFINITELY AS LONG AS SINGLE UNIT W:D7H AND HEIGHT ARE NOT EXCEEDED AND MULIION IS ANCHORED AS SHOWN HEPEIN. 9) MULLION VERTICAL •NSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZCNLU. APPLICATIONS AS LONG AS DIMFNSIO%'S INDICATED HEREIN ARE N' -%T EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER IS. 2) DETERMINE TRISUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INS7ALLED SEE FORMULA FOR iRIEUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT TILE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RFSPECTIVELY IS THE MULLION ELATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE CQUA.L OR GREATER THAN REQUIRED DESIGN PRESSURE OP.TAINED IN STEP I. TRIBUTARY WIDTH - 1 2 W 2 rkv t c rnngr. G.-. wp ml) A I R"ED INSTALLATION OETA LS 03/07/15y1 R.1. ANCIIORINC NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8^ MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 T/4" MINIMUM F.MREDIAENT WOI 2 1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DEIAILS SHLLT 4. 3) ALL FASTENERS 10 BE CORROSION RESISTANT. 4) I1ISTALLATIO0 ANCHORS SHALT. EE INSTALLED IN ACCORDANCE WID4 ANCHOR MANIIFACTIIRER'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 10 ASTM C-90, GRADE N. TYPE I (OR GREATER). 5) 10 ATTACH MULLION 10 CUP USE (4) 010 11 1/4- SELF DRILLING SCREWS PER CLIP SCREWS MUST SE FIELD INSTALLED HOLES FOR SCREWS ARE 1407 PPE -DRILLED BY MANUFACTURER TABLE OF CONTENTS T NO. DESCRIPTION 1 NOTES 2 CONFICURATONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. 1 08-01445 1O1Li'NTS °`IL 01/11/12 1 9* -'TI Wr SIGNED: 08/0712015 S 04 ENS HPHP p , 6 TATEE OF ; Q 0 i'FS (ORIQt"G` 107 3/11- COMDWCD WIDTII -1 r.. wt -11--WT H3' FRAME 11%HT ' WINDOW MU UON 5 -AN) / L / IJ I 107 3/0' COMEINCD 1VIDTHT Mullion Tsibutary width (in) span (Jn) 1813 23.50 X,00 4200 4800 S213 25.00 F Wl -ir Wi 37.38 11 63' Lw 1[0 .3 77.9 73.8 72.1 720 rrwAE HEIGHT WINDOW 65.63 MULLION SPAN) L 7200 77.8 587 45.6 41.4 38.5 37.0 107 3/9' COMBINED WIDItirw1 -iw4 -- 8s' WINDOW / FRAME V, / HEIGHT SPAN) N / W7 --I F- w2 107 3/6' COMBINED NADTH 107 3/8' COMBINED MDTH w1W2 IL6. 1' FFAA',E 4DOW HEIGHT MULLION S PA 107 ]/8' C011BO4ED WIDTH I 1 WINDOWFRWE J HEIGHT T IMULLION SPAN) L / wt W2 107 3/6' COmgiNEO• vADIN p 10J/8' 7 coM3 WIDTH ir- w7 -.. BY / WINDOW . j FRAME / /// HEIGHT "Do MULLION SPAN) L W1 W2 ILs/a' COU' wID1H APPROVED CONFIGURATIONS MULTIPLE thWTS MAYSE MILLED TDGETHERAS LONG AS COMBINED WIDTH DOES NOT FXCEED 107W AS SHOWN HEREML D -49n pressure rating (P39 Units anchored Jnro mason /rnnueto Doslgn Pressure -11ty 1059 Units anrhorod Into wood 1r9mbl Mullion Tsibutary width (in) span (Jn) 1813 23.50 X,00 4200 4800 S213 25.00 130.01 130.01 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127 0 127.0 127.0 49.63 1[0 .3 77.9 73.8 72.1 720 6200 92.4 70.6 56.0 51.5 46.6 47.4 65.63 86.5 658 51.7 47.3 44.4 43.0 7200 77.8 587 45.6 41.4 38.5 37.0 8400 82. 45.0 33.1 29.1 20.3 24.9 107 3/8' COMBINED MDTH w1W2 IL6. 1' FFAA',E 4DOW HEIGHT MULLION S PA 107 ]/8' C011BO4ED WIDTH I 1 WINDOWFRWE J HEIGHTT IMULLION SPAN) L / wt W2 107 3/6' COmgiNEO• vADIN p 10J/8' 7 coM3 WIDTH ir- w7 -.. BY / WINDOW . j FRAME / /// HEIGHT "Do MULLION SPAN) L W1 W2 ILs/a' COU' wID1H APPROVED CONFIGURATIONS MULTIPLE thWTS MAYSE MILLED TDGETHERAS LONG AS COMBINED WIDTH DOES NOT FXCEED 107W AS SHOWN HEREML D -49n pressure rating (P39 Units anchored Jnro mason /rnnueto Mullion span (in) Tributary ar cim (In) 4200 4800 152.13 2100 130.0 130.01 130.0 1130.0 130.0 1300 37.38 130.0 130.0 130.0113D.0 130.0 130.0 49.69 130.0 130.0 130.0 130.0 130.0 130.0 6200 130.0 115.4 87.8 1 78.3 73.9 7 S 65.63 130.0 96.6 72 9 .65.5 60.5 5 2 7200 3 7Z4 54.0 46.1 440 420 8400 621 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MWILE W.PACT, LEVEL D, WIND ZONE DLWENSIONS JN CHART ARE FRAME D/MENSJONS AND DO NOT INCLUDE FLANGE REV.1ems n,•t u+r.'rno B.J. 4 Z SIGNED: OW72015 2 /2- MIN _ i' MIN EDGE DISTANCE. SEPARAIIDN MASONRY/CONCRETE. LiY OTHERS 4 1 1/4' M.N. EMBEDMENT 17711 il -- -T 1/4' TAPCON SECT57SS CUP SECT M-1926 MULLION SECT5796 CUP 110 WOOD SCREW I I I 3/8' MIN. EMBEDMENT f MIN I WOOD FRAMING/ CC[ DISTANCE 2X DUCS 8Y OTHFRS VERTICAL CROSS SECTION MASOIVRYA:ONCREI E AND W000 FRAMING INSTALLATID.V 3 3/4" 1' 1/8' 2' 2 7/8' I_ SECT5796 CLIP 2X 01/4' FOR CONCAETF INSTALLATION ALUMINLAM 6069.75.125' THr-K 3 3/4' 2 1/4' 1" 3/8' 7/8- et/41_ 1 3 ./4.. I7/8" I 11/2' 4' J SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTAU A710N 16GA (.0697 GALVANLZED STEEL ALUMINUM 6069-T5.125' TNICC 3 1/4' — 1 1 3/E 7 3/4-- SECT 4'— SECT M• 1926 MULLION ALUMINUM 6063-T5.125'THICL SEC15796 OR M1000022 Cl IP SECT5796 OR MT000022 CLIP CLIP INSTALLATION 2— SIGNED: 06/072015 ' Florida Building Code Online Page 1 of 2 Business & Professional Regulation r 6LIS Home I Loll In I User Reglslralbn I Not Topks Submit SwcKalge I Stats 6 Fags Pubbcatbns ( FSC Staff DCIS Sde Nap Links Search apt Product Approvalr I 0, USER: Pubke User prg(ygt FrMrrnal Hams > Prnducl a Anvlkal;on Scardl > 6pol%A!bn L > Applltallon Dcloll FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archlved 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 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomasoirlom aspe. com Panel walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received FLI'6544 1.0d Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code P 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 Oyes C-No ON/A https://www.floi-idabuilding.org/pr/pr_app_dtl.aspx?param=wCEVXQwtDgVgqu2w%2bn... 1/27/2018 Florida Building Code Online FL165,44 R3 COC EL6544-R3•COh1P.IL 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 cummwry of Prerlucts Page 2 of 2 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 Approved for use outside HVHZ: Yes F 16544 R3 11 08-0219BA-M 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 Ft IrS44 R3 At 512914&psij DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes pack ' Neal Contact tss .: 2601' p alr Stone Read .Tallahs"M FL 32399 Pllene: 950.4f17•ta2A The State of Florida Is an AA/EEO employer. Qlsitfleht 2007.2013 State of Flotlda.:: Privacy Statement :: Accessibility Stat_ernenl :: 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 reauest, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mall. It you have any awsilon5. Dicast contact 950.487.1395. -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 It 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 tosupplyapersonaladdress. Please provide the Department with an email address which can be made available to the publk. To determine if you are a licensee under Chapter 455, F.S., please COCk 111121 L. Product Approval Accepts: Cfedit.Card- Safe. litips://www.floi-idabtiildint,.org/pi-/pr_app_dtLaspx'?param=wGGVXQwtDgvgqu2w%2bn... 1/27/2018 1 >_ 9/32" III moo 0 i 7/6 5/::2' i 7/8' r ' 16" ALUMINUM SOFFIT- SOLID AND VENTEO o1 3105 H26 AL UM!NUM.02' THICK VENTED VERSION VENTED AREA: 20.25INvLINEAR FOOT DESIGN PRESSURE RATING IMPACT RA TING 54.2PSF NONE WHEN UJSTALLEOIN 12' OVERHANG DESIGN PRESSURE RATING IMPACT RATING 38.4PSF NONE WHEN INSTALLED IN 16'OVERHANG DESIGN PRESSURE RATING (UPACT RATING 31.1PSF NONE WHEN INSTALLEO IN24'OVERHANG uES::n+nt. I wIc .•ciTT 01MENSIONS ANP vATETcW_ CRAX l ; I f ;,•,h+ I c'J NOTES: I. THE PRODUCT SHOYIN HEREIN IS DESICNE-D AMC uANL;FACIUF.=O 10 COMPLY '.vIIH P.ECUIP.EMENTS OF THE FLORIDA SVILDINv CODE. 2 '.vOOO FRAMING AND MASONRY OPE7v.NC 70 17E DESIGNE: AND AVCAOR=O TO ^'FCPEPC TP.ANSFEP ALL LOADS TG STRLCTCRE. :PkIJIN i AND MIF$rAN?Y 3P_NINU .5 IHE RESPONSIJIUTY OF .4E ARCHITECT 0? FM(ANE:R 07 PECO°J. 3. ALLOWAELC STRESS INCREASE OF 1/3 WAS NOT USED 1r! TI,E CESIGII OF ,nF PR::O!!C' SHOWN HER --IN vi,!D LOAD DURATIOIJ FAC:CR CQ -1,6 WAS USEC F08 tvOOJ AhC110 CALCVU,TIONS. A. FRAME MATERIAL' :ALD ROLI.ED FORM AI.UMNJJM 3105—"I72, 5. FOP. AT!CHGRINC 114TO `1.000 FRAMING OR 2% BUCK USE 1 3/4" TRIM PAINED 37t"NLESS STEEL NAI!S WITH 1/=" HEAD OILMEIE'P., 3/4"XI /4" CP,O'AiN OR :/9"x3/d" ';TfrLFS. REFER TC DETAILS A. 8. C. AND E FOR fAI:dMUM EMEEDMENI ANO S` ACING. 6. FOR ANCHOR -NC NdTO M SOl.P"/CONCRE'- US: .C97" DIAMETER i KA,LS UR STU2• NAILS REFER TO DETAIL C FCR u;NIMU:•1 EMSCOVENT AND SF.CING, 7. ALL =ASTEVERS TO EE CORROSION RESISTANT, e. INS:ALLA"ivN ANCHORS SHALL DC ;NSTALLED IN ACCOPC ANCE WIT 4 A•JC-'-;R MANVTACTVRER'S INSTALLATION INSTRUCTIONS NNO ANCHORS SW.LL N0: BE US=D NJ SUESTRAiES WITH STREJrTHS LESS T61AN THE MiNIMUM STRENGTH 5?EL'li _'3 EELO::: A. YIC00 – •A.NIMIJMI SOEC•F1C GRw4l-jY 0° G=0.42 3. CCNCRETE – M KIIAVM1 CGVPRESSW_ STR=NSTI, OF 3.192 PSI. MASONRY – STR=r:C:I, CONFORMANCE Tr, ASTM 10-90. GRAD= N. ;YPE (OR G7LA;ER). ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT TABLE OF CONTENTS PROFILES AND NOTES IEE NJ. DESCRIPTION owr _ OaC, 1 .PROFILES AND NOTES V.L. 08-02198 2 – 3 1NSTALUTI0N DETAILS AND COMSPOMENTS ;C'U NTS —,08/05/13 — 1 OF 3 SIGNED' 121Y 1/2014 M-TAft 6' o OF ;tv ` ONAL ``` REN90 5 CESCXIVTWN DAM aG?w K:- OlVeNSIQNS V.0 AUTEMAL GRADE 11/13/14 2 FCHANNEL IAUPHAALUMINUMINC IALUMINUM3105-Hn FRAME Sul. -DING r FRAME ifU LDI FRAME BUILDING BY OTHERS Sr 01111"35 / . BT'' OTHERS . SEE L SEE L SEESEE'— ETAILS RTA4 E DETAILS DETAIL' E A. 2 AND C I S-IEET 3 A. 8 AND C SHEET 3 SKET 3 SKEET ., I _ O:nFANG .. 16' OVERHANG 12" OVERHANG INSTALLATION DETAIL I F OVERHANG INSTALLATION DETAIL G F CHANNEL 3104-H28 ALUMINUM Al2' THICK EXTERIOR 1X FURRING STRIP* SEE, i. 5= 05TAPLS , O AIL E A. B ATtO C SHEif 3 5:1=cT 3' SEE DETAIL 0 SHEET 3 I2' MAX 0.' . 24' Ov:RHANG 24' OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 Ib' ALUMINUM SOFFIT INSTALLATION OETAILS y, 1, 08-02198 r -*1 NTS aR 'G8/05/13 ' 2 OF 3 SIGNED: 121112014 v C+EHSF ,lA r. t : !c" •,SIN RN p(gC/n'raG+ UAL .PY'O•Lfi 1 '3/4" TRWI DA'NUC 33 NAILA FEv15ED D.HcNS10FS AND vc.ERIAL h: Fa EI tI/1}jU C.:, AC :).AIAETER LOCATED 24" MAX O.C. I 1 I 3j LI' R1R: UCE DIST-INCE II DETAIL A WOOD FRAIANG INSTALLATION W! F CHANNEL AND NAILS WOOD FRAMING INSTALLATION W1 F CHANNEL AND STAPLES 3/4'X1/3' CrO,rN ;IAPLE_ LCICAT ED "4.1" MAX OZ. IN DIAMOND PAT ----'4N 5/8" MIA! ri _M9EDIJENT T MAIL OR STU? NAIL I { .057" UTAM.--IER LOCATED 23' MAX O.C. MIM j 3GE DISTANCE DETAIL C MASONRYA:ONCRETE LYSTALLA TION WI F CHANNEL AND "0.S 3/5" 9_TWEEN STAPLES 3,/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PA /TERN ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS MANN "a' " N,L. 08-02198 E NTS c"': 08/05/13 s""' 3 OF 3 SIGNED: 12/11/2014 R! I 1jCa04 k 0. C fE'' 1I`S; 9s, p57ATe- OF ; kZ0. 1OR10•G SS/ONA 1G`\\ Fish a 7F!u 1 3/4' TRIM SAINTED SS MAIL W/1/4' HELD DIAMETER 1) PER PANEL MIN EMEEDMENT CROWN STAPLE 1) DER PANEL 3/4-X1/4- CROI:IN STAPLE OR 3/5"X3/8" STAPLE LCCATE (1) AT EACH GRCUVE 7 1/4' 'FASCIA LIP 1 3/=' TR,N PAINTED SS -4-'JL DETAILO Lam x/1/4 HEAD OWMEETER FURRING STRIP INSTALLITION-D(7F.OISiANCE LOCATED 24' MAX O.C. DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE 3/5" 9_TWEEN STAPLES 3,/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PA /TERN ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS MANN "a' " N,L. 08-02198 E NTS c"': 08/05/13 s""' 3 OF 3 SIGNED: 12/11/2014 R! I 1jCa04 k 0. C fE'' 1I`S; 9s, p57ATe- OF ; kZ0. 1OR10•G SS/ONA 1G`\\ Florida Building Code Online Page I of 2 r 11 i Professional1 1 DCIS Home I Log In I User Registration I Hol Topics Submit Surcharge I Stats 6 Facts 1, Pubacalrons I FDe SWM I Bels site Map I Unks I search rd ®Product ApprovalbUSER, pUDGe Vier 1 ". p Pjyay gMtpral Meme > ProAU++ of aonlitatien search > g&jWjOD.LL > Application Datall Fl- .1 FL5444-1112 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Emall 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 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 G Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL 41A, R12 C0 2017 01 COI NiCntil lyRQt Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 littps://www.(loridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQ"Dgta))1 gO7CSso... 1/27/2018 Florida Building -Code Online Product Approval Method Method 1 option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Dale Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Cu... _ of P—Anetc Nage 2 of 2 FL V 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 Installation Instructions Approved for use in HVHZ: No FL5444 R12 11 7017 09 FINAL ER CERTAINTEED ASPHALT Approved for use outside HVHZ: Yes Impact Resistant: N/A SHINGLES FL5444-1112.odf Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party, Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL 5444' R12 AE 2017 09 FINAL ER CCfiTA1N"TEED ASPHALT SHINGLES FL 444-R12.odf Created by Independent Third Party: Yes Flack Ne>tl Cent&S lis :: 2601 malt Stene Road. Tallahassee FL 32399 Phone. MaZ IR24 The Stale of Florida Is an AAJEEO employer. remrrlehl I007.2013 Stale of Flaida::: Privacy Statement :: ArreMgblrhv SIA EMM :: ReNnd Statement under Florida law, email addresses are pubic 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 tradit-onal 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 Oepartmtnt with an email address it they have one. The emails IIr6ylded may, belifed fpr official ocni Alhlmtion with the licensee. However omall addrosses are public record. If you do not wish tosupplyapersonaladdress, please provide the OeGa4rramt with an ema8 address which can be mad0 available to FIR pubic. To determine If you are a licensee under ApUr 4$5: F.S:. please click bCLi, Product Approval Accepts: Cfedit Card Safe https://www.Iloridabuilding.org/pr/pr_app_dtl.aspx?param=wGf VXQwtDgtah 1 gO7CSso... 1/27/2018 I QOTRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 FL5y141-1-eta . 1 EXTERIOR RESEARCH & DESIGN, LLC. Certificote o/Authoritotion #9503 353 CHRISTIAN STREET, UNIT U13 ERD OXFORD, CT 06478 203)262-9245 Evaluation Report 3532.09.05-R13 FLS444-1112 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 6'h 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 'Trinity l ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registrotion No. 59166, Florida DCA ANE1983 1Q+The 1a -k wal appearing was sohonred by Robes Nieminen, Sv/ V SLE . s P.E. on 09/OS/i01/, Ihb does not Sarva as an ekclroNcaOy sltntd 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 ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose Q'OTRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. 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 61h Edition (2017) Florida Building Code and 6th 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. 2. 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 3. 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 2740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28973 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 1DCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 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 & D7158 4786570717 12/16/2015 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 03462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05•R13 Ce,N/icore pl Avrho,frotion #9503 6'" EDITION (2017) FRC NON•HVHZ EVALUATION FL5444•RIZ CertainTeed Asphalt Roof Shingles; (610) 6S1.5847 Revision 13:09/05/2017 Page 2 of 12 VfRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT`- 25, XT'" 30 and XT'" 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— 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 Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge", Cedar 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use 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 V„d = 150 mph (V,pt = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (V„II = 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 (V„I, = 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. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05•R13 Certificate of Authorlrallon 09S03 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 3 of 12 I TRINITY I ERD 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. 6.4 0, 301R: LOWrAND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" IZ" Use four nails and su syols of as9bolt rooting cemeriv for every -full 3U5 mn)- (305 mN--(305 tlm) skulgle (Figure 11-4). Asphalt tooling cement meeting ASTM D4586 1'•(?5rliln) — Se lard 1'• (25 mm) ( Type 11 Is suggested. s6h" F)sb mm)' Awl T I METRIC — :i81/d" — — 13110" Reeling* Cmri'e 1 Sealant I,. (25 tnn)- Apply I•' (25 mm) spots of asphzll tooling cement undet-Och lab corner. 6 IN, Figaro 11.4. UsefournaAs mdsiT spats ofospw carnal on stirp slopes CAUTION: Excessive use of roofing cement can cause shingles T to blister. Figure Il -3. Use four nails for r M7full sbJrrgla 6.4.1 Hip & Ridpe for CT20'". XT'" 2S. XT'" 30, XT'" 30 IR: Cut Shingles I' 2"(r0rm+) .RttOlne 2S min)t r-- 1IfI 1 If ,-1 12' Cap Cap. Cap. rNn) Shingle Shinglq Shlogln I figure 11.24: Cut 141is, tbmr Mtn bark to make cop sbingfes ftlisb dimensions sfvran). N5 ' O rlgum 11-25' trul dlanon of mps along ffia b(ps and ridgrs. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPL'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Cert/licore of Authorhation 99503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-SO47 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 localvd ase slit -11 below. r(zsmml r,rml-- ItiJlrs . . rl IOILbr r Figore 2. Use ar nailsfin- ever p fir l sbinglo V TRINITY I ERD STEEP SLOPE Use SIX nails and FOUR spots of :uphill rongng cement for every (till shingle as shown below. Apply wsphrll touring cement I*Q'S non) bum mledgeofshingle. kaphah roofing cement meeting ASr:til 1) 4586 41)c II is suggesled. Hip & Ridl:e for•Arcadia": Cedar Crest'", Cedar Crest'" IR T rRsmro rt+swa-- - Figure.j• Liu sir nails and jour spots of nspJall mrJng crmen! nu slerp slopts. 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 "Sonolastics NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line % 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. 3tW^i I- I305ant) 1-1 . . gtlro -- 1,m Hand -sealing adhesive 4' 1/4" — - 3/4' — I— 1'• Dab of asphalt cement between' 1' shingle layers Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R]3 Cerri/itoreo/Authorirorion 09503 6'" EDITION (2017) FUC NON-HVHZ EVALUATION FLS444-R72 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page S of 12 6.6 TRINITYJERD Low and Standard Slope w Steep Slope (greater than 21112): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt rooting cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. a'W°°o See below. Asphalt roofing cement meetingales . ASTM D4586 Type II is suggested. W pe om) o Ad&=W nits d mokoi 86W t trr ae.ed - ValmJ alta W (61ori "•r I I 6.6.1 H)n & Ridr e'for Belmont* or Belmorit•`IR: 6.6.1.1 Oution'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 Olitlon•2: For Belmont': Shangle• Ridge figure 174& SbanglO X/(/ga 18' Exposure Remove tape Irom the dgld side 8' ai)d fasten ifl skis' 861e. RIGHT FIRST LEFT' Flgpne 17.1.9: Inslalhrllon ojSbangleO ltldga s1l tRles on blpsand ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NPl'"" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certgkote of Authorization 99503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S&47 Revision 13:09/05/2017 Page 6 of i2 TRINITY I ERD 6.7 rL:A'&GE;HO'(SE_SHANGLE AND GRAND MANOR $HANGLE STEEP SLOPE 6.7.1 6.8 LOW AND STANDARD SLOPE Pse five nails for acre lull Shingle. figura 17.4• Use fire unils Jar nv q fad Crond Alwrnr Sbangle. rarriese lfnrue Sbngle, or renlesrninl Slob: live seven nails wid lhree syols of asphall roofing cemcnl for cvcry full Grand \fano Sbangle.11W fico naib and IIIILe spins of asphall narfing cement for every full Carriage Iluuse tibanglc and Ce0ecnn171 Nile. Apply a_.phall roofing cemcnl I' ('15 mm) from alge of shingle flgare 17-5)• Asphalt roufiog cemcnl nlC( ing ASTM 04586 7j1)e 11 6 sufsemell. figure 17-5: Worn !urlom+rg Gia+d ,1loowr Sbnrgla on sleep,tfopa lose selre nods and !tare span ofosp6nb rooflny re+r+enl Hip & Ridge for Carriage House ShanRlelll and Grand Manor Shangle: Refer to instructions herein for Shanglem Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 14111 • 12•' 305 mm) --I--(375 mm)-- --(305 mm)— 111t L ('- 1' (25 mm) 107=17111" (25 mm) YI flalWtile+F Am LANDMARK 11 NorthGate: Iffirm-11 ligase 13.4: lsefonr rrnflsJa nes? firllsAlpgfr. MtE MII WG i7 1e V4' 17 4tFa Imo— (305 mm) — +— (375 mars) (705 mm) i Narlry uma n31Ino( 5 1' f25 mgr) na1no Y 25 mm)—.: — Nalinp woos lot low and standard sbpoo (from 2.1210 21'12) Nal rarween vppel S 1rwe: Ines as "A'n axw. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05 -R13 Cerrillrote olAutnorlrorion 1x9503 6r" EDITION (2017) F13C NON-HVFIZ EVALUATION FLS444-R12 Certain'reed Asphalt Roof Shingles; (610) 651.5847 Revision 13: 09/05/2017 Page 7 of 12 SLEEP SLOPE t'se six nails and four spots of asphalt roofing cement for every full himinaied shingle. sce below. Asphalt roofing cement should meet ASTM D45961)Ve I). Apply I' spots 01 asphalt roofing cement undo rich corner and .d abo l I1' to 13' in Iron) each edge. METRIC DIMENSIONS 12'— 305 mm) rY7D:WtK 1"(25 mm). N6 Aim 25 mm) i--- 375 mm) 1 (305 mm) rTRINITYIERD LANDMARK TL itguro 13 S: Use Av naDt andfoitr spots of a #W1moiingcan ton steep slopes 25 mm( NorthGate: STEEP 12" 14-3f4" 12' I" 25 mm) Nailing areas for steep slopes (greater than 21:12) and "StonTAalling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark,". Landmark'" IR Landmark'" Pro, LandmarkTM Premium, Landmark' TL. Landmark'" Solaris Landmark' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 9718 305mm) 50mm44WIT- 6 (125mm) (125mm) 150mm) (150mm) f Nota for btetli forHolch log Centering f 13f/4' >, 305r7nin) / I (337mm) Notches lo,Alignment tblotchesforAlignmentto7' 7518' the Top Edge of the Previous (teanm) the Top Edge of the Previous (196min) Cap for 5'(125 min FapvsuI. Lfapbr552'(141mm)Fxpowre J J. English Dimonslon Mettic Dimension Shadow Ridge'" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certll7core o1 Aurnorhorion 09503 6"' EDITION (2017) FEC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof shingles; (610) 651-5847 Revision 13:09/05/2017 Page 8 of 12 9 2713r I1250 Curt) 41SM'1 25 mm) CetrujiMI Notch 13 tt4' T337mm) \ Nqn th:u / roo"Illtop 7618 pttvbUf f 1 11114 ( 194 tnm) NorthGate Ridge TTRINITYIERD 13 118" 333 mm) -- 6 SM - 168 mm I 1G8 mm iCornering 13 114 Notch 337 mm) `\ y Align Ihese 7 notchesof op ( mm) I1L edge ofgo previous COur90. NorthGate Accessory o— f.—. uvlrtarlaut Flgnm 13-2tt Use1Witp notcbw to comae sbtn& on blps and vfr(K and to bfcolo the wffwt 6PIVMiu 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico N171"" 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-R33 Certificate of Authorization #9503 6EDITION 12017) FOC NON-HVHZ EVALUATION F15444 -R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, bse five nails for each full Presidential shingle as shown below. Nailing'r 40' --•+ Guldt tlnoa (1016 mm) 5.114: 1133 mm) 141/4' 1,117 38 min) 362 mm) NOTE Apply nails ori painted guillellne. Figure 164- Awning iT4k4mNal and PrertdcPHal T6 SbmFe sbingbnon but andWandard.dnXt rTRINITYIERD IR PRESIDENTIALSSH KE TL'". PRESIDENTilAL_SOLA'i G fr...-sc..t. rr+ STEEP SLOPE: For sleep slopes, use nine nails for each hill Presldcnt al shingle and apply 1' diameter spots of asphalt roofing cement under each shingle Lab. Aller applying 5 nails in between the nalfing guide Lines, apply 4 nags I' above lab cutouts making certain labs of overlying shingle co%er nails. 1' diamtler asphalt iooling cement Figure 16.7: Fastening Pra dmilyd and Pm odmilar T/6 Shake sbtrtski on strep doper. 6.9.1 Hip'& Rldae for Presidential Shake'"' Presidential Shake'" IR, PresldentlaFi hake -TL' Presldential Solaris'": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL MESSORY PiresidenUal accessory shingles can be used for covering hips and rldggs. Apply shingles up to the ridge (expose no more than 7' from the bottom•edge of the " loolh." Fasten each accessory with two fas-. teners. The fasteners must be 13/4' long or longer, so they penetrate @'(her 3 4' into the deck of completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Biimingham, AL Is -12' x 12'; Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PL0 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Ciption 2: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. 6.10 IOW, STANDARD AND STEEP SIOPE: linin IS Ir /dslelli"t 11'ale s dhigetrs on nn• and Slnnitnrd.vopes rot Ins• and s+axdsnl slopes, use Gre will rot rich hill lulleas sbinsle a<.6man abort. IJ.1_ Roollnq e(me01-s---' i,{+rT ISI /,Wrrir j frM;Irer.4lns/er w.vlr.aotrs Int tarp slolr<, ur• Bit it ub ami rigid spins of mldedl rnlfmg Muni far tob fell 11AI" Ainor m shorn abmr. Apply. I' ISo nr) dbruner 11.,11 of roolnp; Ct M I WPM O 45861yyt II snF7»an undtr nub I tb comer. Patin 4111l9t lett, pine-, do nor tNloae amrnl. rAirriUN: lou nn rb rounng cement can rause Sbm,Oa to blisitr Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 CerrilicoreOfAutnorirofion09503 6'" EDITION (2017)FBCNON-HVIiZEVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page 10 of 12 UTRINITY I ERD 6.10.1 Hip & Ridge for Hatteras 6.10.1.1 Option 1: Accessory for Hatteras F1g av 15.14: 18 tbrcc /here tmtts separate to make 54 Hatteras Accessory sb 108S.• 6.10.1.2 Option 2: Cut Hatteras Shingles 230 mm .1 I I 460mM")---] e \ L— — — I — — 460 mm)' v Ca Cap g31 hinglo ShCngle'• Shingle Shingle l2 mm1 figrrro 15-2a. Cat Hatteras sbingtas to make oor/w cap FlRrlyd I5-21: •InskWatlon of caps along bips and rkt .. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPl'"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HI LAND T I HIGH D S tOW AND STANDARD SLOPE: STEEP SLOPE f/g:rry / r-3• U.vi FAT x11111, for 0n117' H. •gWorur.0ale sb/nbLi W FA'B palls and MGM spots of asphalt roofing cement' for each full 10glil3nd Utile shingle. For >83ml-D3de, SIX nalls are requUed. Apply 1' diameter spo6 of :tsphsll roofing cement vodcr mb bb corner. Asphalt roofingcement meeting MW D458b TiW 111% sulgeuM PTI pr+1 Oi1T1 IMr.I pry a^I- I UI WOW uwoab"0+. N7 -7 str...l..l. 0. Z. 7 Rwfho Cara — FArve /1 •jA' Use 1717 palls and vigbl ,p>fr of n'ph91 rovflryrmaenfnnf%sreaebNb,Vn . CAUTIM F.\Cesslre Ilse of roofing cement ran Cense shingles W blister. 6.11.1 Hip & Ridge for Highland Slate"', Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge"' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certflkote ofAuthor/rot/on79503 6"' EDITION (Z02 7) FDC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 13: 09/05/2037 Page 11 of 32 TRINITYJERD 6.12 :PR10T',w.ti\'l a 7•. 7. > Slc LOW AND STANDARD SLOPE STEEP SLOPE Use 110111t nails for every full shingle Iooited as sllolrn belnty. the I`OUR nalb and four spots of asph:di roofing cernenl for mly IOU shingle as shown Iklon. Asphalt roofing crrneru ntrxhing ASTM D4586 Tn)c 11 Ls suggmtaL Apply 1'('25 nun) spots of asphall roofing Is,p cancan as shown. AU)ION: Lfxcmive ox of roofing crnunl can tztuse shingles to blisler. 6711' -- 7' RS g j 1' RS oya) IS8 mo) TI-- o$'gt fig J- 6.12.1 ptirvt r._ T ttwt10/C.nret 6.12.1 :Hb & Ridke for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design. I.I.C. Evaluation Report 3532.09.05-R13 Cerrl/kole o/nufhorlaorlon 19503 6'" EDITION 12017) FOC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; 1620) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 cypress 104 fiji I uJI=JLJUtuJuuJluu u uuuJuuuui Project jLot 166812C 000104 Selection Date _ 01/10/2018 Product PO;Code ICCBA2000 Description :PO Note Bath 2 - Viatera - Lvl 1 166812C 000104 01/10/2018 CCBA3000 Bath 3 - Viatera - Lvl 1 166812C 000104 01/06/2018 TVBK3636 Blocking for TV 166812C 000104 01/06/2018 ELEVOOOOTi ElevationA - Traditional 166812C 000104 01/06/2018 EXTB1008 Exterior Color Scheme EXTBT•081 166812C 000104 01/12/2018 OOOOLeft 6501123263 --Left 1668120 000104 01/10/2018 JCCKT0000 Kitchen - Viatera - Lvl 1 166812C 000104 01/06/2018 FYIS1513 MARCH 3, 2017 SPECIFICATION 166812C 000104 01/06/2018 PVDW0004 Pavers- Driveway, Lead Walk,Por, 166812C 000104 01/10/2018 PRSL0020 Personalized Home Technology CBUCK Engineering Speelalty Structural EneglnPprinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report Retro Baffle For Millennium Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.4 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-Retro-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 6 Retro Baffle Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15.23. 00rGy tL GEN3 c. Nlcpi: No 31242 0 * = 0STATE OF04U -Z ON.ALe,,,, CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10 -05'00' Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • website: wevvv cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Flonda 33458 FL $1: FL 19567.4 R1 B Page Date: 12/15/17 CBUCI nglnc rinq rt No.: 2 of 66 MMI Retro ER6 Speaialrty Structural t=ngineering Manufacturer: Millennium Metals, Inc. Product Name: Retro Baffle Product Category: Roofing CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Steel or aluminum baffle accessory to MMI Off Ridge Vent for shingle roofs Description: mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Baffle 2. Fasteners Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL q: FL 19567.4 R1 Date: 12/15/17 Report No.: 17-196-MMI-Retro-ER6 Page 3 of 6 Specialty Structural EnglnPPrinq DUCK, Inc. Certificote of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scone of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use' Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code'. Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization q: QUA 1824). CBUCK Engineering FL #: FL 19567.4 R1 Date: 12/15/17 Report No.: 17-196-MMI-Retro-ER6 Page 4 of 6 Specldltt j Structural Enc,lneerinq COUCK, Inc. Certificate of Authorization #8064 Structural Baffle: Retro Model Components/Materials Material Tyne 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: Penetration Through: ASTM B209 Nominal Dimensions: Flange Width: 2 -3/4 - Height: 3 -1/4 - Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: H10 (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 CBUCK Engineering Specialty Structural Engineering Installation: Structural Installation Method: Refer to drawings on Page 6 of this report.) FL #: FL 19567.4 R1 Date: 12/15/17 Report No.: 17-196-MMI-Retro-ER6 Page 5 of 6 CBUCK, Inc. Certificote of Authorizotion #8064 Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position baffle flange on top of the vent front flange (see Detail on page 6). Attach baffle flange through vent flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report ff: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 19567.4 R1 6Date: 12/15/17 CBUCK Engineering Report No.: of6 - MMI-Retro ER6 Page 6 of 6 Specialty Srructurd) EnglnPPrinq CBUCK, Inc. Certificote of Authorizotion #8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Retro Baffle Steel or Alurrinui Profile Drawings 3T-/44, i Side View (Not To Scale) MMI Off ledge Ment Steel orAlumnum) Plywood Deck Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 n -in. V\bod Screws Attachment Spacing: 8" o.c. Max. Penetration thru deck: 3116' Mn. Typical Cross Section View (Not To Scale) Florida Building Code Online Page 1 of') oliir '. Professional r BC75 HOm! I Log In I User Registration MOI Topics I Submit Surcharge I Slats B Facts , Publications I FBC Staff I SCIS Site Map I Links I Search ! Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/01/2023 Validated By ICC Evaluation Service, LLC. Certificate of Independence FL2197 R6 COI Certificate of Independence for Evaluation odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code littns://v\vw.noi-idabuildine.or2/Dr/Dr aim dtl.asr)x?naram=wGLVXQwtDgvr"TLx%2bbkfl-1... 3/1/2018 Fonda Product Approval USER: Public User L Product Approval Menu > Product or Application Search > Application Los l > Application Detail FL # FL2197-116 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 tJ Product Manufacturer MITek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii.com Authorized Signature David Wert dwert@mii.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mit.com Quality Assurance Representative David Wert Address/Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/01/2023 Validated By ICC Evaluation Service, LLC. Certificate of Independence FL2197 R6 COI Certificate of Independence for Evaluation odf Referenced Standard and Year (of Standard) Standard Year ANSI/TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code littns://v\vw.noi-idabuildine.or2/Dr/Dr aim dtl.asr)x?naram=wGLVXQwtDgvr"TLx%2bbkfl-1... 3/1/2018 Florida 13uilding Code Online 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 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 Page 2of3 Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 R6 11 Installation ESR -1988 October 2017 odf 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 Design Pressure: N/A Other: Can use HVHZ per ICC -ES ESR -1311 Supplemental Installation Instructions FI 7197 R6 11 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.pd for the Florida Building Code Evaluation Reports FL2197 R6 AE ESR -1988 October 2017.Odf 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 11 Installation ESR -1988 October 2017.odf 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 Impact Resistant: N/A 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 II Installation ESR -1988 October 2017 odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC -ES ESR -1988 Supplemental FL2197 R6 AE ESR -1988 October 2017.odf for the Florida Building Code 2197.5 MT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 11 Installation ESR -1311 October 2017.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC -ES ESR -1311 Supplemental FL2197 R6 AE ESR -1311 October 2017.odf for the Florida Building Code. Bad[ No>rt Contact us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850.487.1824 The Stale of Florida is an AA/EEO employer, Coovrioht 2007.2013 State of Florida.:: Privacy Statement ^ Accessibility Statement •: Refund Statement Under Florida taw, email addresses are Public records. If you do not want your e-mail address released in response to a public records reauest, 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, 20) 2, licensees licensed under chapter 455, F.S must provide the Department with an email address of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: W W Ml littns://www.floridabuildine.ore/Dr/Dr aDD dtl.asDx?Daram=wGCVXOwtDgvr"I'Lx%2bbk11-I... 3/1/2018 Florida Building Code Online Credit Card Safe Page 3 of 3 littps://\vww.floridabLiildinf4.orp-/pr/pr app dtl.aspx?param=wGEVXQwtDgvr?Ex%2bbkfl-1... 3/1/2018 ulallE ONAL, IN MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 1 CENTER OF GRAVITY ASSUMED TO AR AT THE GEOMETRIC CENTER OF THE 5y MECHANICAL UNIT. V W , MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR. _ NO IRREGULAR SHAPES. Z lig W W 1 1 i' TYP. HOST STRUCTURE DESIGN/ BY OTHERS. SEE OESIG SCHEDULES FOR ALLOWABLE SUBSTRATES MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC 1 1' . 1'-0' ISOMETRIC 71tII MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. TCENTER OF SEE DESIGN SCHEDULE FOR GRAVITYMAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. I STEEL TIE -DOWN CUPS. 1,2 SEE DETAIL 1/3!+2/3FORCUPINFORMATION, 3..TYP 3' MAX . TYP. 111"°F• PER CORNER WILL VARY PER CONNECTION TYPES CI -CA ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, M, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA OSTEO HEREIN SEE SHEETS •-S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA. CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA. VWt•170 MPH, EXPOSURE'S' 0- TALL . 46' DEEP . 4E' WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 7000 PSI NIM CONCRETE WITH (I)•2- NP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE: PROCEDURE STEP RESULT 1 JOETERMINE TME CONNECTION TYPE BASED ON TME DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VUdt.170 MPH, EXPOSURE'S'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE S 3 IOETERMINE LARGEST FACE AREA OF KE04ANICAL UNIT TO BE INSTALLED 4E-.4E'.16FF' THIS UNIT HEIGHT OF AS' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 49-. THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 1 CHECK MAXIMUM UNIT HEIGHT RESTRICTIONNOTE: Of AN A/C STAND THAT IS A MAXIMUM 30- TALL If AN A/C STAND IS UTILIZED CNECK TO SEE THAT THE STAND DOES NOT EXCEED 30- IN HEIGNT S CMFCK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 40' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' 6 OETERMINE THE At OWASLE ROOF -TOP HEIGHT OF THE INSTALLATION THIS Ut11T MAY Be INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FT SEE (-) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: o THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA ,'pn BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCTT>I`% HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIfy CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FSC SECTION 1609.5 FOR NON-MVHZ AND SECTION 1620.6 FOR MVHZ B ASCE 7 SECTION 29.4 1 FOR INSTALLATIONS AT GRADE. (Gr k..1 90 WITHIN THE HVHZ B OUTSIDE THE MVMZ, (GC. • 1.5 FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACC*ANCE WITH ASCE 7.10 CHAPTERS 26 B 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 AR: 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 SYSTEM. 2. DESIGN IS BASNTEDONCLIEPROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS •TEL OI970367A..TEL 019703679 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. 3. MAXIMUM 6 MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE E 12 X V•- OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE. TAPODNS REFERRED TO HEREIN SMALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. S. ALL STEEL CUPS SMALL BE ASTM A283 STEEL (GRADE O) WTM Fy.33 KSI OR BETTER. ALL STEEL MEMBERS SMALL Be PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 6. ALL CONCRETE SPEW IED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE A' MIN. THICK AND SMALL HAVE MINIMUM OOMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 0. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 6 INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITMSTANO SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATON.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO AODTONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. l0. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. It. WATER -TIGHTNESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SMALL Be. THE RILL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VWt WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26 7.3 OF ASCE 7.10. V Z T Hy J ; oz"G 8 Hr t7n uJi QLu Zg€ CL G m 15-2378 G 2 W N i t V I o'A ' jWC YW7 I FL E_vW Wz 7' MAX I' CUPS - TYP. 3' 41• CUPS - 3.MAX' T'P TYP. 7' MAX 7' MAXI\O ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION ALUMINUM: 1)•5116.0 CARBON STEEL 0.11 S- MIN. ITW BUILOEX TAP -CON, CONCRETE: 2Y.' FULL EMBED TO 4' THICK NIM, CONCRETE, 3%- MIN. 7000 PSI MIN ) EDGE DISTANCE, 3Y.- MIN. 0.125- MIN. SPACING TO ANY THICK, 37 KSI ADJACENT AMCMOR. MIN. STEEL) 1)•P 14 SAE GRADE S ALUMINUM: SHEET METAL SCREW TO 0 125- MIN. ALUMINUM, PROVIDE (S) THICK, 6061-T6 PITCHES MIN. PAST MIN. ALUMINUM) THREAD PLANE STEEL: 1)-P 14 SAE GRADE S 0.125- MIN. SHEET METAL SCREW TO THICK, 37 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 2" CLIPS L ; SUBSTRATE OESCRIPnoN ALUMINUM: 5 I) -S/ 16.0 CARBON ST 0.11 S- MIN. ITN BUILDOI TAPCON, A CONCRETE: 2Y.• FULL EMBED TO. 4' THICK MIN, CONCRETE, 3% MIN. 5000 PSI MIN.) EDGE DISTANCE, IV' MIN. 0.125- MIN. SPACING TO ANY THICK, 37 KSI ADJACENT ANCHOR. TYP. . 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE Cl CONNECTION TYPE C2 I. SEE DETAILS ON SHEET 7 FOR ANCHORS ATTACKING TO MECHANICAL UNIT. GC 1 L- CUP • LITIUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C2 1• CUP - UTILIZE (2) AT EAd1 CORNER FOR A TOTAL OF (8) PER UNR Z1 ` UNIT WIDTH l2\ 6' MAX 6' MAX CUP OFFSET CU CUP OFFSET CUP PA10. SPACINGgap — W Ol axa Z yVj L1 I I I 3- TYP MECHANICAL E L? E U VI I j–} CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION I 3' MAX 1 21 CUPS 7- MAX Tom• Z' CUPS 7' MAX UTILIZE (1) CLIPS EA SIOE TYP. I TYP, OF UNIT FOR A TOTAL OF I B) PER UNIT OtN 7' MAX Ilk 3' MAX `d TYP t'\` ' MAIf T1'P\Ai\ LIA1tT` TYP. CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL C3 2- CUPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (6) PER UNIT C4 2' CUPS - UTIU2E (Z) AT EACH CORNER FOR A TOTAL. OF (B) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UnUZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT. E C IA C: ow O 15-2378 1)-.14 SAE WOE S ALUMINUM: SHEET METAL SCREWS TO 0.11 S- MIN. ALUMINUM, PROVIDE (S) THICK. 6061-T6 PITCHES MIN. PAST MIN. ALUMINUM) THREAD PLANE STEEL: 2)-P Ia SAE GRADES 0.125- MIN. SHEET METAL SCREWS TO THICK, 37 KSI STEEL. PROVIDE (S) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE TYP. . 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE Cl CONNECTION TYPE C2 I. SEE DETAILS ON SHEET 7 FOR ANCHORS ATTACKING TO MECHANICAL UNIT. GC 1 L- CUP • LITIUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C2 1• CUP - UTILIZE (2) AT EAd1 CORNER FOR A TOTAL OF (8) PER UNR Z1 ` UNIT WIDTH l2\ 6' MAX 6' MAX CUP OFFSET CU CUP OFFSET CUP PA10. SPACINGgap — W Ol axa Z yVj L1 I I I 3- TYP MECHANICAL E L? E U VI I j–} CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION I 3' MAX 1 21 CUPS 7- MAX Tom• Z' CUPS 7' MAX UTILIZE (1) CLIPS EA SIOE TYP. I TYP, OF UNIT FOR A TOTAL OF I B) PER UNIT OtN 7' MAX Ilk 3' MAX `d TYP t'\` ' MAIf T1'P\Ai\ LIA1tT` TYP. CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL C3 2- CUPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (6) PER UNIT C4 2' CUPS - UTIU2E (Z) AT EACH CORNER FOR A TOTAL. OF (B) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UnUZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT. E C IA C: ow O 15-2378 J6. 4/ ` 00 1 1" CLIP ISOMETRIC DETAIL 3N.T.S. ISOMETRIC 8.125•TIC FOR ANY CLIP 0OR T HICK3' THICK t,,CENSF LONGER THAN 10' LL ; No pF00465 o 19• 0XK UTILIZE (S) -F 12 SAE METAL SCREWS FOR CUPS 4' 0.7s• 551 GRADE S SHEET STATE OF PITCHES MIN. PAST THREAD PLANE Q ' A OR!OP METAL SCREWS, TYP. 0.068• TH i s/ONAI- ANCHOR PITCHES MIN. PAST THREAD PLANE ASTM A FOR EACH SMS, TYP. 0 STEEL, STEEL CUP, TYP. BASE OF UNIT SHALL o0 i) OR (2)ANCNOR$ b i L7 7)• 12SAE GRADES Q c ZO SHEET METAL SCREWS t, o FOR CUPS VP TO S- 0oLONG. UTILIZE (5)•F l2 i SCMEDUU: J !, / :j. (VARIES) SHEET METAL SCREWS FOR CLIPS LONGER THAN S', TYP. UJy•O HOLE, WI'fM O ANCHOR FROM 1• CUP ANCHOR 0.75' SCHEDULE, TYP. 0 OTHER DIMENSIONS 0 37S' SIMILAR) J6. 4/ ` 00 1 1" CLIP ISOMETRIC DETAIL 3N.T.S. ISOMETRIC 8.125•TIC 0OR T HICK3' THICK t,,CENSF ASTASTM A28J LL ; No pF00465 o STEEL. TYP. n S' LONG. UTIUZE (5)-t 12 SHEET METAL SCREWS FOR CUPS 4' 0.7s• 551 LONGER THAN S'. PROVIDE (S) FACTORY•MIUED Y.'0 HOLES; y X50. UTILIZE (1) OR (2) ANCHORS .•t FROM 2• CUP ANCHOR SCHEDULE, TYP. 3)•112 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS a• LONG. UTILIZE (4)•912 SHEET METAL SCREWS FOR CUPS LONGER THAN A•, TYP. Y.•0 HOLIES, NOT TO BE USED FOR ANCHORS, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063.76 MIN. ALUMINUM SHEET WITH Fty-30 K51, 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 CUP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR SCHEDULE VARIES) I 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' - 1'•0• DETAIL CUP IS DESIGNED FOR FULL CONTAR WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SHALL Be 6063•T6 MIN. t,,CENSF 3)•I 12 SAE GRADE 5 SHEET LL ; No pF00465 METAL SCREWS FOR CUPS UP TO MIN. THICKNESS, STEEL HOUSING UNITS S' LONG. UTIUZE (5)-t 12 SHEET METAL SCREWS FOR CUPS 4' METAL SCREWS FOR CUPS 9. LONGER THAN S'. PROVIDE (S) STATE OF PITCHES MIN. PAST THREAD PLANE Q ' A OR!OPFOREACHSMS, TYP. ANCHOR PER i s/ONAI- ANCHOR PITCHES MIN. PAST THREAD PLANE 11 SCHEODUE SUBSTRATE PER ANCHOR SCHEDULE VARIES) I 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 3' - 1'•0• DETAIL CUP IS DESIGNED FOR FULL CONTAR WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM 2" TIE—DOWN CLIP MOUSING UNITS SHALL Be 6063•T6 MIN. ALUMINUM SHEET WITH Fry -30 KSI, 0.125' 00. 5so• j O 3)•112 SAE GRADE 5 SHEETMIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CUPS 4' SHALL BE ASTM A653 Fy-33KSI MIN. LONG. UT1U2E (o)•I l2 SHEET STEEL GRADE JJ, 22GA MIN. (t•0.0299'). METAL SCREWS FOR CUPS LONGER THAN 4'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE 0.072. OR FOR EACH SMS, TYP. THICK ASTM A2B3263 STEEL CUP, TYP. BASE OF UNIT SHALL i i) OR (2)ANCNOR$ BE FLUSH WITH RISE i 3/B• PER ANCHOR SCHEDULE OF CUP, NO SPACE PERMITTED, TYP. SUBSTRATE PER ANCHOR i SCMEDUU: J !, / :j. (VARIES) Z • z F ujLL 3 LLN _ L9 C<W- uo Zj5 ILtJ N ow W V Z I J 0$a! J r ru K N W a 43 Z12 t Z Lu 3 Z rA CL z m 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC W 2" TIE—DOWN CLIP 9=a 00. 5so• j O 4 ANCHOR DETAIL 3 3' - 1'•0' DETAIL CUP IS DESIGNED FOR FULL q atnmEwwcLEMM 15-2378 CONTAR WTTN THE BASE OF EACH SCALE, -3 MECHANICAL UNIT, TYP. PAGE PESCAIPf10Ni 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC W TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) MAXIMUM ALLOWABLE ROOF -TOP HEIGHT (NI FACSURE AREA OF I UNIT UNIT UNITS LARGEST I HEIGHT WIDTH FACE C2 C3 C4 a'. 1 24- MAX 12- MINj 9 FT'__ 132_MAX 15' MIN 4vr C4 6 FT_' AT GRADE HS 200 FT 1 AT G_MOE 9 FT' i 48- MAX 24- MIN 12 R' H S 200 FT H S 30 FT 115 200 FT l6 FT' 5 140 FT N/A 60' MAX 48- MIN H 1 Z00 FT i THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI.OADE 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-) ALLOWABLE ROOF -TOP HEIGHT (NI TIE -DOWN CONFIGURATION TYPE ALLOWABLE INSTALLATION ROOF HEIGHT TCW HEIGHT TYPE C3 H) C4 MAXIMUM SURFACE AREA OF UNIT'SLARGEST FACE CI l C2 C3 C4 N/A N/A SURFACE AREA OF UNIT'S LARGEST I UNIT HEIGHT UNIT WIDTH H 1 100 FT AT GRACIE H S 200 FT N/A C4 IS FT AT GRADE HS 200 FT 1 AT G_MOE 1_ 141 H S 200 FT N 7100" I H 1200 FT N/A AT GRADE H S 200 FT H S 30 FT 115 200 FT N/A 60' MAX 48- MIN H 1 Z00 FT i THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI.OADE 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-) AS AN EXAMPLE, THIS TABLE 15 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 R STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') FTIE-OOWN CI ALLOWABLE INSTALLATION ROOF HEIGHT TCW HEIGHT TYPE C3 H) C4 MAXIMUM SURFACE AREA OF UNIT'SLARGEST FACE UNIT HEIGHT TIE -DOWN CONFIGURATION TYPE 21 -MAXI MAXIMUM N/A SURFACE AREA OF UNIT'S LARGEST I UNIT HEIGHT UNIT WIDTH Cl C2 C3 C4 FACE I ' H 5 200 FT 4 FT' 48 -MAR I 24' MIN AT GRADE 6 IP I 241. 12 In N/A 5 140 FT AT GRADE I S 200 FT 9 h' I 321. 15 In N/A H S IS FT AT GRADE I S 200 FT 4 h' I N/A AT GRADE S 200 FT N/A S 200 FT AT GRADE S 200IFT H S 40 FT S 200 FT6h' I N/A 0 N/A N/A N/A 60 FT AT GRADE I S 200 FT9TL' 48- MAX 24- MIN N/A AT GRADE N/A 1 5 200 FT12h' I N/A AT GRADE N/A I S 80 FT16Tt' I j0 N/A AT GRADE I N/A I S 100 FT N/A N/A N/A H S 30 FT N/A AT GRADE ZS h' 30 h' — 60- MAX 48- MIN 36 h' _ _ N/A N/A N/A I AT GRADE AS AN EXAMPLE, THIS TABLE 15 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 R STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') THIS TABLE IS PERMISSIBLE TO BE U5E0 WITHIN THE NVNL WHILN LUN LAIN) tl11V-1.1 ANV MIAMI•DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY If SMUCTURE'I WIT 111 11 Q• •' LtCENS No PE0046541 3 '. STATC OF rS/ONA fill FTIE-OOWN CI ALLOWABLE ROOF CONFIGURATION C2 TCW HEIGHT TYPE C3 H) C4 MAXIMUM SURFACE AREA OF UNIT'SLARGEST FACE UNIT HEIGHT UNIT I WIDTH j I 6 FT' 21 -MAXI 12 -MIN N/A H 5 40 FT AT GRADE H S 200 FT 9 FT' 32- MAX 15- MIN N/A AT GRADE N/A H 5 200 FT 4 FT' 48 -MAR I 24' MIN AT GRADE H S 200 FT N S 160 FT H S 200 FT 6 FT' N/A I H S 200 FT AT GRADE I H 5 200 FT 9 FT'_ 12 FT' -- 16 FT' N/A H5ISFI AT! RADE NS200FTN/A I AT GRADE N/A N 5 140,7 N/A N/A N/A H 5 15 FT 20 FT' MA)I 46- MIN N/A NJA N/A I H S 30 FT 2$FT'N/A N/A N/A AT GRADE 30 FT' N/A N/A N/A I AT GRADE 16 FTI N/A 0 N/A N/A I N/A THIS TABLE IS PERMISSIBLE TO BE U5E0 WITHIN THE NVNL WHILN LUN LAIN) tl11V-1.1 ANV MIAMI•DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY If SMUCTURE'I WIT 111 11 Q• •' LtCENS No PE0046541 3 '. STATC OF rS/ONA fill AS AN EXAMPLE, THIS TABLE I$ 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,31,/ 15-2378 CI ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE CZ I C3 C4 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 tl' 241n I 121n N/A 60 FT I AT GRAOE 1 f 200 FT 9 h' 321. I IS In N/A I AT GRAOE I N/A I S 200 FT 4 JN 46- MAX 24- MIN AT GRADE S 200 FT f 200 FT S 200 FT Eft' N/A S200FT HS IS FT I 5200 fT 9 h' N/A H S 15 FT I AT GRADE f 200 FT 12 h' 16 h' N/A AT GRADE I N/A f 200 FT I N/A N/A N/A I H S 40 FT 20 h' MAX 48 -MIN N/A AT GRADE N/A H S 40 FT 25 h'N/A N/A N/A I AT GRADE 30 h' N/AN/A N/A AT GMOE N/A N/A N/A AT GRADE AS AN EXAMPLE, THIS TABLE I$ 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,31,/ 15-2378 Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM LUFACE AREA OF R'S LARGEST fACf UNIT HEIGHT UNIT WIDTH 24 In 12 In I N/A 1200 R N S 70 R F K L. S NNARIM. p I 32 In 151. S N N/A s 100 R AT GRADE z 200 R 4h' 46' MAX I 24' MIN Hs40R S200R 52008 12008 6 h' AT GRADE s 200 R 1200 R S 200 R 9 h' N/A 5 200 R H 115 R 1200 R 12 It' 16 h' I N/A N 140 R AT GRADE 5 200 8 N/A AT GRADE N/A 1200 R 20 h' MAX d6' MIN N/A AT GRADE AT GRADE S 200 R 2S h+ N/A AT GRADE N/A 1120 R 30It' N/4 N/A N/A H 140 R 36 h' N/A N/A N/A AT GRADE Qo \ FV A.: No VEO 4Cj5.i;1 Y S 120 R R 0 vim 80tTABLE5 : Vult=140 MPH, EXPOSURE B TABLE 6 : Vult=140 MPH, EXPOSURE C S'/ USE WITH A RISK CATEGORY 11 STRUCTURE) WFORVSEWITHARISKCATEGORYIISTRUCTURE) FOR LI A = ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE 111 1 1 u 0 M m jTIE -DOWN CONFIGURATION TYPE tZrn Q Q I MAXIMUM MAXIMUM SURFACE AREA OF UNIT UNIT J g L m i i oZSURfACEAREAOfUNITUNIT C UNIT'S LARGEST HEIGHT WIDTH CT C2 C7 CI UNIT'S LARGEST HEIGHT WIDTH CI C2 C3 C4 111 aN0 W VIFACE W y = 76 FACE LL O u F i 241n 121n N i 15 R z 200 R 5 200 R 5 200 R 6 ft' 241n 121n AT GRADE s 200 FT 160 R S 200 R UI W 9 h'_I 321n IS In AT GRADE s 200 R 60 R S 200 R 9ft' SIM IS In N/A 11608 H115R 1200FT V111 YI O 12008 12008 52008 12008 4 W 160 FT s 200 FT 1200 8 1200 FT r 6h' ATGRAOE 5200FT S200FT 1200FT 1 6h' H140R _ S200R S200R 52008 p 9h' 46'MAX 24'MW AT GRADE 52008 11208 52008 9 h' 46' MAX 24' MIN AT GRADE s 200 R H s 40 R s 200 R n l2 h' - AT GRADE tI 52008 HS40R 52008 12 fN N/A 1 100 R AT GRADE 1200 R U n r--76 h' 5608 HSISR S20pR 16 h' N/A HSISR AT GRADE s200FT Z 77i20h' N/A I s 100 R H S 15 R 5 200 R 20 h' N/A H 5 30 R AT GRADE S 200 R 2S h' _ I 60' MAX dB' MIN N/A I N140R AT GRADE 52008 2S h' 60' MAX 46' MIN N/A N/A AT GRADE AT GRADE N/A S 200 FT FT J C7 < Z 3U - N/A N/A H 5 IS R AT GRADE AT GRADE s 200 R O 76 h' N/A AT GRADE AT GRADE N/A S 60 HS]OR O ^ y LL W rF pFp fw 1--1 ' 1' F In 3 pc Q„On WFu 0 In Kp 3 z 12 65Lu f 0RZ oAaWW TABLE 7 : Vult=140 MPH, EXPOSURE D m FOR USE WITH A RISK CATEGORY II STRUCTURE) a 1 1'j jp a dga 3a iri fii tLnil011 fdNRl SENMImOr! 15-2378 SCALlt N I s PACs DESCUPT10N: 7l i C ASA EXAMPLE. THESE ARE PERMISSIBLE TO USED WITHIN WITH VI6REVA0.0 COUNTY CHECK WITH lOGI AiTTHORfII'HAVING IURISOICTION g FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. C Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM LUFACE AREA OF R'S LARGEST fACf UNIT HEIGHT UNIT WIDTH 24 In 12 In I N/A 1200 R N S 70 R 1200 R 1 9 h' I 32 In 151. S N N/A s 100 R AT GRADE z 200 R 4h' 46' MAX I 24' MIN Hs40R S200R 52008 12008 6 h' AT GRADE s 200 R 1200 R S 200 R 9 h' N/A 5 200 R H 115 R 1200 R 12 It' 16 h' I N/A N 140 R AT GRADE 5 200 8 N/A AT GRADE N/A 1200 R 20 h' MAX d6' MIN N/A AT GRADE AT GRADE S 200 R 2S h+ N/A AT GRADE N/A 1120 R 30It' N/4 N/A N/A H 140 R 36 h' N/A N/A N/A AT GRADE AT GRADE S 120 R Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM LUFACE AREA OF R'S LARGEST fACf UNIT HEIGHT UNIT WIDTH 24 In 12 In I N/A 1200 R N S 70 R 1200 R 1 9 h' I 32 In 151. S N N/A s 100 R AT GRADE z 200 R 4h' 46' MAX I 24' MIN Hs40R S200R 52008 12008 6 h' AT GRADE s 200 R 1200 R S 200 R 9 h' N/A 5 200 R H 115 R 1200 R 12 It' 16 h' I N/A N 140 R AT GRADE 5 200 8 N/A AT GRADE N/A 1200 R 20 h' MAX d6' MIN N/A AT GRADE AT GRADE S 200 R 2S h+ N/A AT GRADE N/A 1120 R 30It' N/4 N/A N/A H 140 R 36 h' N/A N/A N/A AT GRADE or r CITY OF SANFORD a' BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: Documented Construction Value: S Job Address: Historic District: Yes No Parcel lD: &X'Le d Residential 9 Commercial Type of Work: New E9 Addition Alteration Repair Demo Change of Usc Move Description of Work: NEW RESIDENTIAL PLUMBING Platt Review Contact Person: Title: 1'Itone: Fax: Emai Property Owner Information Fame7//n.1 Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20•$ Street: 6310 MABLETON PARKWAY, SUITE 1000 rax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arch itecVEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Oil 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 n permit And that nil 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 dime of application stud the code in effect as of that date: 511' Edition (2014) Florida Building Code Revised: June 30, 2013 Permit Application p - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to tilts property that may be found in the public records ofthis county, and there may be additional permits required thom other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the properly ofthe 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. rhe 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 ofl'the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of O%vner/Agent Print 0%%Ter/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature f t r/Ager Date JTONYMAHFEY Print Contractor/Agent's Nome Signature of otary-State ol'Florida Dat `iquunnup EXPIRES GEORGIA Contractor/Agent isPersonally nc vvflt aif 2620 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fite Sprinkler Permit: Yes No # of Heads Fite Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised lune 30, 201 j Permit Appliention J - .Is r.. CITY OF SANFORD BUILDING & FIRE PREVENTION D 4',; JUN 12 2018 PERMIT APPLICATION L .Application leo: IR- 1229 Documented Construction Value: S Job Address: 1 Historic District: Yes NO / Parcel LD: Residential Commercial Type of Work: New ©'Addition Alteration[] Repair 0 Demo Change of Use Move l C ! Description of NVork- I L; ( j l U':' '4k Er i1 Ir;. o- In r T6 r +rj tC: 1 i (- I tv-P S s, Plan Review Contact Person: J Title: Phone: Fax: Email: Propert, Owner Information ame So Phone: Street: Resident of property? : City, State Zip: Contractor Information Name- -_±- 7 i \ Phone: /_?qC\ ..D I 11 Street: s icFax: L-i; 7 ( C0 1 ) ' 1. ,' 5 % , Cit. State Zip: .r- I State License \o.: Name: Street: City, St, Zip: Bonding Company: address: Architect/Engineer Information Phone: Fax E-mail: lortga;e Lender: address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT I\ YOUR PAYING TWICE FOR IMPROVE.NIENTS TO YOUR PROPERTY. A NOTICE OF CO BIENCEME\T MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF 1'OU INTEND TO OBTALN FINANCENG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. pplicadon is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has coni-nenced prior to the issuance of a Permit and that all work \rill be performed to meet standards of all lairs regulating_ consz!Uciion in this jurisdiction. I understand that a separate permit must be secured for electrical work. plumbing. signs. cells. pools. furnaces, boilers. heaters, tanks, and air conditioners, etc. FCC 105.3 Shall be inscribed with the date or-,pplication and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised"June:6.'_Gii PmmuAp hca:wn NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properr that may be found in the public records of this counry. and there may be additional permits required from other governmental entities such as nater management districts, state agencies. or federal agencies. Acceptance of permit is verification that I twill notify the owner of the property of the requirements of Florida Lieu Law. FS i I_. The City of Sanford requires payment of a plan revien• 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 fizured off the executed contract exceed the atrial constriction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all Nvork «will be done in compliance Nvith all applicable laws regulating construction a 'ng. Sip3ture of Owinr'Amt Date Nint t)nner•AeLnt's N3t.1: Signature of Nonrv-State of Flonda Date Owner,AVM iS Personally Known to kle or Produced_rl) Type of ID Contractor/.agent is I Personally Known to Nle or Produced ID Type of ID BELOW IS FOR OFFICE USE O\LY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Dotal Sq Ft of Bldg: Occupancy Use: Min. Occupancy load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes \to APPROVALS: ZO\T\G: E-\GT\tEERENG: CO'\I'\-IE\TS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes \o UTILITIES: FIRE: ASTE \VATER: BUILDING: R:vi:ed. Jun::4.'015 ?c —+.a A;vite3aon P-&-/w if-tlZ z 9 DESCRIPTION AS FURNISHED: Lot 166, THORNBROOKE PHASE 4, as recorded in Plot Book 87, Pages 70 ``Iru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. JO' UNNAMED PLAITED ROAD FLORIN LANG &COLONISATION 10' UnL_ P.L COMPANY LIMITED W. BEARDALL'S SIDEWALK s 200 SO.R. MAP OF ST. JOSEPHS 0 P.B 1, PACE I {I) LOT GRADING TYPE A L REAR - 15'A PROPOSED INFORMATION SHOWN S 00'12'21 " E o PROPOSED F.F. PER PLANS - 245' o° 40.00' . 5.00' 15.0' SGIPE. WALL. ESMT LOT , 4,781 FORM904R0 FOUND.AITON TOP OF FORMS - 24.58' JOFEVI co L.. ROSE LANE GARAGE 15 33.99' .7,1.99' LOT 166 5.00' 22.0' 15.0' 10' UnL_ P.L 5.00' SIDEWALK s 200 SO.R. P25.22' 87.14' ESKT. V"--------------____------ 0 SOD = IJO SO R LOT GRADING TYPE A L REAR - 15'A PROPOSED INFORMATION SHOWN 0 PROPOSED F.F. PER PLANS - 245' SIDE - 5.0' 5.00' DRIVEWAY .513 SO,R, 15.0' SIDE CORNER - 10' N LOT AR A'ULATION': LOT , 4,781 FORM904R0 FOUND.AITON TOP OF FORMS - 24.58' CUCNI NOT FIELD VERIFIED co L.. ROSE LANE GARAGE 15 or5FRED o, LANIS OT TRACT 1 50' UTILITY 81 ACCESS R/W BRMEWAY . N/A 50.FT. v DRiVEWAv - 403 SO R. A/C PD LOT 185 OE. . IOm1 kL alNCK71AM X. • IfP1u101 K70DC[ MOALRIIIwma 7 M-KIpp1K rI. . IWOCO ILO) 6Iv 1101 b SO.rT. L ftdm=a OOVN Aw PC WrAva / w N~Mwn7 m9w 91000 ACT R v= M ncmwfRK/ d110M1 WI IMPERVIOUS- 459 x UM • wuW OWL LIMA LOM /OSi 2.195 SOD Lot M n O.RSOR. 5.00' R/w . 440 0' LIE - 20 •- 1• -~mmm ' ' PESL i[Ris1 22.0' 1 5.00' LOT 167 25.20' APRON 110 SO.FT. 10' UnL_ P.L BUILDING SETBACK$• SIDEWALK s 200 SO.R. P25.22' 87.14' ESKT. V"--------------____------ FRONT - 25' SOD = IJO SO R LOT GRADING TYPE A L REAR - 15'A PROPOSED INFORMATION SHOWN 0'14 55'" W (84) PROPOSED F.F. PER PLANS - 245' SIDE - 5.0' 40.00" DRIVEWAY .513 SO,R, PROPOSED O SIDE CORNER - 10' N LOT AR A'ULATION': LOT , 4,781 SO.R. CUCNI NOT FIELD VERIFIED LMNG - 996 SO.R ROSE LANE GARAGE 15 or5FRED o, LANIS OT TRACT 1 50' UTILITY 81 ACCESS R/W BRMEWAY . N/A 50.FT. LL YOI M .tM • I'mM1 V E0491r1 mNA11LC CN • COCKH rg4d1 IM • wwL DRiVEWAv - 403 SO R. A/C PD SO OE. . IOm1 kL alNCK71AM X. • IfP1u101 K70DC[ MOALRIIIwma 7 M-KIpp1K rI. . IWOCO ILO) 6Iv 1101 AALKWAY 72 SO.rT. L ftdm=a OOVN Aw PC WrAva / w N~Mwn7 m9w 91000 ACT R v= M ncmwfRK/ d110M1 WI IMPERVIOUS- 459 x UM • wuW OWL LIMA LOM /OSi 2.195 SOD Lot M n O.RSOR. G • V ]OCE to • EORLIE VIM rs • rmn V C v.nK R/w . 440 O.R. PROPOSED - FINISHED SPOT GRADE ELEVATION APRON 110 SO.FT. PER DRAINAGE PLANS BUILDING SETBACK$• SIDEWALK s 200 SO.R. V"- PROPOSED DRAINAGE FLOW FRONT - 25' SOD = IJO SO R LOT GRADING TYPE A L REAR - 15'A PROPOSED INFORMATION SHOWN AR A - 5.2?1 SO.RPROPOSEDF.F. PER PLANS - 245' SIDE - 5.0' BAS[D ON SUPPLIED PLAN DRIVEWAY .513 SO,R, PROPOSED O SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - ?7? $O. FIGRADEPERCONSTRUCTIONPLANCUCNINOTFIELDVERIFIEDSOD ^ I ' R CRUSEMWEYER-SCOTT ASSOC., INC. - LAND SURVEYORS 1AAq _ LSQIO _ o, 00 E. COLONIAL OR. ORLANDO. R. 32807 (407)-277-3232 FAIL (407)-658-1436LMm Il. • = •R •aL • r®rr v MvOKc E .7 1. 11R U1006040 OOH NOR" ODIIV'/ nMl nq 6ww, M" 11R AMOMM OF p4ww SIT /OAK F be APOOL 40N6 O LL YOI M .tM • I'mM1 V E0491r1 mNA11LC CN • COCKH rg4d1 IM • wwL Pawww" LmKlp6 No NM00 N awma 91.17 ILM A •»477, I1810L SbnKfIPA"V R N . K •014 Lyn' 1L DO WON Q = ACION L IM15i W MIIM I41K/0Ri IONIUM AIN ORM14 Mom 50L IQ iMD LII a NRS AW NO MVAIM01mmR6LrRntBILI D 1WIi gib . 70U1 O E.LL . EYCWR 4r0aM11ar /14A6rp m !r[ 514nC10L lar R•1' r 0110 nGI1K110V1 aR mm r /nO•011Y. G pDVICR Mfr NIRT noOE. . IOm1 kL alNCK71AM X. • IfP1u101 K70DC[ MOALRIIIwma 7 M-KIpp1K rI. . IWOCO ILO) 6Iv 1101 4 W YIIOICIDIM LON1010OIq INK I 100LTED IMDS 014pM! LMOMNM 1. MO IIMKI 6 MWllm /M M( IOU MDOW Cr "M cvww 10 MA OIOIAO NOI L no" ~ Fr I 0110 0011.. M ..pnil OWw N • r0 RINL1t LO[ L ftdm=a OOVN Aw PC WrAva / w N~Mwn7 m9w 91000 ACT R v= M ncmwfRK/ d110M1 WI EI11. • • a"M L • IDE W00 OWM AAINIQ T WAOAR, AN AM AMCP WAW AM ON nR UM DOW AS WX ANMD II1I L RSMIIOILL F IOK NR M" ON wrM 00"M w1w O/ ISD, O 0100 w N01m UM • wuW OWL LIMA LOM /OSi S. C010GIR O/ AYPORL)GN w .71L G • V ]OCE to • EORLIE VIM rs • rmn V C v.nK SC' 20 •- 1• -~mmm ' ' PESL i[Ris1 FIRRFIDI BY: wt[ WIOu Hw iWAM ALMPLOTP 02-13-2018 840-16 C MA.100AR0 /DYOWnON/RLK. 08 -M -"If 791•_re ct •041.1 m+lr NORM 0 mA17210/WMM11Y 006. NOT UE AMA INE WA8LKNE0 100 WO 8000 P1ANE AS POE 711 CRUS RLS. 1 4714 IONS •X• WR 1 12117C 0053 F JA1EC3 W. SCO R.LS / 4001 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P. 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9382035-1 Report Date: 6/8/2018 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 UES Technician: Fernando Montalvo Date Tested: 06/08/2018 Area Tested: Lot 166 (516 Red Rose Lane) Type of Test: Material. Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below do not meet the minimum 950/6 relative soil compaction requirement of Laboratory Proctor maximum dry density. Note: Retest pending client's authorization Remarks: Footing Not Excavated. Proposed Footing tested inside lot Tn nw/.+hG•.A .... •L..I n•v.Mn/:nn M I In:..n•+.al'n •J:nnlw /A•a D..hl:n en•1 •...•.vaA.n slI •s•.•..{n e..A•..:lL.r1 nn •.nnl:•inn sl nnnnnrb• n! n.. •.I:n../n enrl •./hn.:.n/:nn aximum ptimum Field Dry Field Soil Fill Depth PassTestDensityMoistureDensityMoistureCompactioninch) or FailNo. Location of Test Range pcl) 1%) per 1%) 1%t 1 South Footing (proposed Footing) 0-1 ft 105.4 11.8 102.2 6.1 97 N/A Pas: 2 West Footing (proposed Footing) 1-2 ft 105.4 11.8 104.5 7.3 99 N/A Pas: 3 North Footing (proposed Footing) 1-2 It 105.4 11.8 103.7 6.8 98 N/A Pas: 4 South East Comer Of Lot 1-2 ft 105.4 11.8 104.4 7.1 99 N/A Pas: 5 North West Comer Of Lot 2-3 ft 105.4 11.8 105.7 7.7 100 N/A Pas: Remarks: Footing Not Excavated. Proposed Footing tested inside lot Tn nw/.+hG•.A .... •L..I n•v.Mn/:nn M I In:..n•+.al'n •J:nnlw /A•a D..hl:n en•1 •...•.vaA.n slI •s•.•..{n e..A•..:lL.r1 nn •.nnl:•inn sl nnnnnrb• n! n.. •.I:n../n enrl •./hn.:.n/:nn CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: _L6'OSn Lr\ Historic District: Yes No Parcel ID: ResidentiaQ Commercial L Type of Work: New. Addition Alteration Repair Demo Change of Use Move Description of Work:-Jn5•It l— orn r 7t1'AG LJ•`1 t,li- IJJn. Plan Review Contact Person:, '11'(p S Title: Phone: `k-14S$5-3ow Fax:01-333-385.3 Email: k9ae.awly' , Corn - Property Owner Information Name Phone: Street: ,liah fin ^ uk ' i r Resident of property? City, State Zip: l V 1U,_ ,Aayl a _ 1 Ca c ontracor Information Name 1-A.s, 7Cn Phone: `5g16-3ov Street: J3 O rsco 13 U jJ Fax: 0 - SS'S3 City, State Zip: ctr\ State License No.: o ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Vh Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTIC : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate tat work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Name CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 11W Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads UTILITIES: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 201 S Pem it Application rCYo (sam.ICr'11g1 talc tl.) m3 t ON „l. o•t II ,.. . wartl I..r YlNrtr cnitl walro .q wnr tltlnw oar \/lf/toes t DIw c 1/y/taaaUl'7 w,srLYf..n< oa.j b lr rrrtrwrY K'.r LinruN DII• r'r"' Pt[tero Isar•. tu.w gL•wa L.sw'4.!sa rw.Nr. Ir t sus l'_ _ IYIfI ut wvfl -_ t14 •liVIM WOfiri• ttl1:I.t I•••yr aR hlrf 1WtAt r•Prsw•ev. tlDlf rf rlWli•wWf Ontart MP•P• wK I19ryr NItP NaLPIM )'IPCLYPIIt V[rn/• I•II C LI.II•• WYAI q•r1Ytl1.1!• PirWY11rV P rwI•rP SO wK Pr>tsf art rY.tlVI. W[DNag}Yw•• O.NYI wtM tY l•r11 Una wYC torn_ Ral r••P6M OlICpWt If R.•)IN y.y. lYM f1 P•) ILfL1.. Ir.rr•w asst rrv.riOrr• POIu tMuaMl CPD IlrsW J Yr rl•P r41M•,M[erlelltlfr^it t 6.Ir.•J rn•'wD1 rr•r Yu G.AtV thy MK IYWrr DL Mty q(•j[CWl1\\ _ f lnttl r.rt•.t• 1st! a103 WWA 1rnr 0 itPORt 1•I rrPlf Onv.C.wr _Dr s•W/ r .r.. _ ttTV .t Y_DrY•r _LIiMN lea M QYqu'a.w t 4t - JL)YL Ctf Nd'I• •r:_r.I.aL •aa '• dD lnD WI19f_ It"r_w RfDq: r..:114w. wPl(Ia LV.ON Olr.:n•.Y.f Maa M'OrWb MNY: _ IttY'_!'• Y r V' Nt•t Y!I4_ cNm _ 6111ttU 1 a f•.w.•I..•r.^C.tMUIMrf+_I rP rT. tWf IWIIG e•a•r..••w sm rr. r. rlllm I-M.WIf r v. ... /••.••a y WIC ttlaar MWwL•![I• anssm-fW\ 1 r:.) r aw.. ...e• h.r.a M s tt' IrYA1 Il.va•r.rGe. xmw D.•a w' w as -I W• rnr r + IWOO PML SD.e.r rPLIIltaluV. IwrflntUrMt V CrI•l:• r+Yw+ I:V Iwl 1•r rt". ta9ar;/10r. aq)111 rw.r 1.111 mw rrlC rqK Iw•rr . ... .1[9v9rCV•r3t Itpw 'tal •K trtCTltOW.• tr\ 4 W1.0i YYt f.P M. wsaN. W It• At•! P//1l) Pw• •fw 1sL w•L tlM .•ar PtLa.ian\.wICT'l fArlfrl Y Dt. rttf• f fr•asb•. 1Yr. t•: •a..s w n. trW tRtllb rww•wAMIMC t411A1 !IrfrWb 1•'!Ut Cnlfe•.gl-1 Wwsr+I.7We• rwa•@ t11•w•m 901 •C••wr••..•.:r aert•••d[•Ir1•la. mV aal Nrw dJMJ.•pl.a1!r•LA• Y•M rlfC _ qp ati •V I.Caft Ytbt wDCt1< r• of P Mf.Lra a...'a.tf [• Y•. IrYf I 1w ..•.w SI1.'R CrlNa rrl:rv. LM::Rn_w.K.nw.Ysw f•WY - Oi{ytf _ qK ttp.a.•-?t.wD 1Wwlr MaDv[Jw Kz'11Taatl _ I QL1M•1 TK .•I•14. S+•r N4f •f••' 10 r flAf IMIIAI •sw+.rrb ntlq tl.wt.r•.I)rl.Ir fi94r I,rlya _--• '._• _•• - •- 7K tlI. 1NIAt0 MlOVl':OIi• i 21f4U VrIPr g•1 H:rC ntM I•y Il/Mr IVI.V Vlwl IntV•f't)V['f N•I•)1 a •I•ro 10 L(Yt IV{Y MK 11L.w'r FW•\•F•S •V LDrgYP• t1 1•.V ara.l Va t0 Lt<9 trU1D1 Far>.W..J uNIIIWa• rglletll I lwl.. DC)! wAt IrM.r• CM I.! r.a_44-2.P ..I x1111•! frawwr wnfa•rs• M 19 wtf 11111'b Mas•.Jruw Pl[•rJ RAMP Mnla•r•a PPr rrK rWM o.1c[•Ca .,. Is w Ir: arwe 1 111 Sw I-Im Jllllsl Ir.Ir•Iirr t:• Idrlt UnILY wr •V•. MI •••ry v MUwr t1tltlYt Fa M(:!I Trr.fwrw MaLpq_Iwb•ww a;tom Pny IM•4M.•_ J1r•tMt r W[a1p1CL w• Alt y LIAR tWl1:1 1wt••4 IIM• t1I r•fl; lvT IYr•r•lir Mawt11 rr_wM:I{M D:lv.[rn»•Ma.rVlir•rlrl rll•lhalr-__ 14.0 ltrZ4ISTrrr LY .r rt•4M\lC-0•Slkl M M-11 WA. •frrL •rI. :1. •1vG•I d•.. •. rrN _ tN ND IYltttt YWrw•V Yalrl[ llG•w lnDrll AIC.a.nVw.tltdwpa•r yLLN 4K. IIDIV •r, 9•.tPC N[K:'fI I NM•u a•rw Hrsw W'•(ar••• tMI WA Irl)r •_r+r a I:.nno[ IMD••w••1•olrr vDsl r t.LLs.w.I 9r^• - Pnr`w •, PD.._ A. !nNLt1YLMlGnrAiL tr r. .N• r14rt !Cr• ter. .. tIt f n9 ml= Irrr . Irrw,b ll•r m1•.• iNrwl als AK Wt •• tU • t wm W WG:WI.• 161 to Ww" I\/ll WI[ MI w t)aMrVfiy• I(pOgW M IIT•. r rlr w I,- W{tJtl Irwsa••. Y• tr1Af rff•'rr[•w• auPst.9 r wwl _ _ npw WIC 1Mwlw 41 a,•r41N..:•(Lr4s1r9ra.Ci ra Ia:IwV nV.. w• Ip ins W!SsM tl-.= ICAC frs.. OC• W 11W M••r..A"rr/1•r D}Pt MK iw1:•r pt•s fuM•r mvt.IDYw2• V R1rrI rr.I sr Irs>w 1R l)< 1WIYI 1\a a•w,l np10. M`LIw 4LIDIR:n Cr. .I •.•- -_• t41M ttlG ILALAr_ d[• •r 41M{.L•LPIVIWtga _ WI -11 Y, IG:IAf Ilswr.M••r IflKl% Ir`A•r rlrMw9{ ahr.Vw.•r_•aitl _M!+N fst •. _•- a I n•IIMI' u•MIIM•_.•tdCl Carl tr m4..1 Mr ^.•w w: tliG•.r•n.Im t fWt 14111"" ttlrr Ywa T 1IIMAC pv W.t M•.WSDODr I•A wtatw PPh.+C11WNL:Vq (pW_wmi _y tf:11 p1. I ••1D.au.ourrr tw tN Nt IW )T M}O!p[ IIGw1 w v•IINur_ _ dwa.lpl rrflW: JI•Da1•r P LW wV W!-ssl:Y,U•LL.Jt•r+INt1• y Ill rnvl 9a' ('. . -M•w M I.AD ItUC tLly M L• LLr••MrI•w I -M rr.ir•1•a1 Ault r t(4•u r V.I•g•w - _ UUIt1 WIC s1 .. .r. .. r•tta.' •• V .r I• V illr) ttfi ULtsf SNL'_ ft- 1 'i . I'•1.. s. v.. 1. tll.t M Y ...... M v/11qL1 Sr•a•VI. ( UUst w.IwrrJ (.... wltll, WPD M/A( 11 •!a tl..n rtlf•n w C'J i-t'inOvwO• Mrtu wwfw• is Wl$ w.»•+w;tiall+ Dglq'iLL alv (wr•t9 tn.0gr lwtnnrYl wr ILW W._ p.++a4Dr{+('f ((•".nrwv6L me"qu epr urlr..rC I w•.1r IrID _ rp lau LMIR.t. I•ti.w WfJMO1M•.n•t1w wK tILUD 4"C pili.• 'JGa•1 Mai1tW \ 11 i9•GW f191:.4rwnrl•w •71 YI 1M rra.n g _ li a." 11t1l1C1 t\r•wa• s Iµ_UDI ryrr•r l}I er'AC Mtsl1< i.•s•'r/filNw•uwalsrl•1:t.Pr r r"CIra9 f\L•I 1 rWK- IVe rw/wwfg•MwW_ 4••(wr•Itrw _ _ _ r DC. •O141tCMCFRYrW1 1 IMu1(1 vn[.V•WMw•Irw.r.Nvw• ttl LMD IYIft gitC l['r1/g IAUG1 IrM.rww•1w LIXO [ to Wllc +_ aANt1 IW v1.•r: pw r.r111ryWrl[r•.r.(.wa1M WIf1 WK 10,• R:MtIII•,MCp0.YT1t• 4 wlwtu rw-Oq la ttCW IUtw IYK IIi'ir sYa11 NIIwI+ilfORCwwr01 M hI N•s w•IP•rnp 1, nsm., 1"11191 • +.r• d w 1111•wa ta•Lw O olly tww•u.lrf I+r/ru Y•••Irr • r s swu 41• r Pp ..r CIaaPNlDaIir COr!7CCw1fl Int r•N eur 4 w r•.Ia+n +Nur •.r •I'w m SPI. IUUAI I•wrP•byt_ 111pPt f1.r•Pa1CIP• ulI11Itl1 Swv(wwN wr Iv=1?A•U+1••r IQgD ICK A?"•J)altrLl: tl Wf'pbtrd• ra:N•% f w•I NaIM1t W Ir id" I/It11C. tr•fa••%r IttG"C gI`r•1•aY14e: IVYIpa r•K•.Y YrIwlrywrprA - • 1YW rMc to sULtlC1-• _Cwxm.rli• SOf.trriyYOetgr10• V rlw» I M•tvN V•....., .rr•w•M 1M1 Yf1D W1{IC: 'vwrrw••tw Met Dli.ianPlom• emyw t«•.wel ' ' wty I•qi i0•+Ua f•1 wtt rwtaw.r l9 IV". 14M AK mar N tM Mm11ysla ` u hlwg Inr r•r.1 Iwa Ill CM IYt111f •tts•r•. • fiwt wPl/w•J f11PrIm ar 4•w•.yOiD.4Yip.I Mr•1 " IY NI•_ODi ttJt4,(fM-JIMC• ! M b:Y•A Dlv.Lw•MaN. P•r•lrNRrwu.lw D LC ri11r fiK Nw11 Of f•a•1•rt•U. est Ma.rg PlPn.a_ aWlAst M_4rr•1. AMOtPIM,w•••gI _ Utle--t-c gOWb DUat1F JLDV91filV M tIi• r'1Ylt Mtfr•My btA•••.I N.rF C tlMt g•IM1 frw•1r••\. AIP1t1 DrrrPPIM1•.• tttU1L•r rYK•V•w•ry Ir/1sNwpW - ---•- tJtlr f-Mlry r.L•af D10 MOsgbn6• tNNIg wK yr u.Irr.Iraglwr.•f. IW IIx. r 1)W at_f P:K nlwr gea1tt74 •D OIrtAPrl• r. allr••)• r to Aw ttlt10trrr1 w Isom IMPP10L. Ir I•It wl If:r Spur O.Yria4mYMmUrTcrt\ tp•gY r •w III ft•r1{ W • 1Vvr.wrN llaPet fY•P1LtWt 0!•4 4 1fw 1.•Y..M•1• _. - O6t) Cpl••r p141 N 9-Y.tisW?IPI M IWY IWrC-11T144•twY•tt ltl LMs 1flrorC IgtDig/ Mtv4_I•r•Ow ••o•N• _ URP ICK f0•II•r MYIfLtlfjMLb.istlYl t ri R•))C DN frrA^IAe'a.ra•Illra;lw to LqY Ir ANT ya'•r M iWlyl [rrrrl•I 19rst' w:t tlwN LtM+I/1 Cr•PP-_ rtpl•M" 4". Q..f"4..%•IrrrY Pea<r • ..__!• r ILEA AK V•t1 0GVq A• ALf [OOIOtt4_q Wla OIIY fn•WN•aMn.VO•I\Yttg11 W tR LtW ti•PPIOW rwK Vrrtltiw•rlvminrr.lr ' r Ulra 0-4tm•1rrl• Ata1VSIfi tifQOIAI a.MW K •n.•I.ar.la'.N. P+W tl P: a"M `T•Vr•I•+tP 1K1Y11 Yarrr/.la 1A.W' rw•. s1VD•sa sWOO. Um. trrllre - .- _-. min rrK IRr.•r )hrIICLIK •f (Y i ltfCt t Ill\ WVawl l<I LI,TtI ULe. s tLT1 gr sIC 4 YbtG^M -r p• IA OIP•tt WFMil OIV et^ f••IIS J.- rt N•W1{{)Oer Ox tYa'•[wr1Yr D161rrGLM•AI _ sum stK Tl.g.r CP oa NaP9.wa Rrargaftl OIIWe L••••rW pl}1.w•Yawlr In W s• f1At Iur[IHtIIrL WN)P D1Y , K•lg) YIM:IK IIf1wY