The URL can be used to link to this page

549 Red Rose Ln 18-1381; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 20, 2018 4-,7:p , i ft JBUILDINGAPPLICATION #: 18.10000285 BUILDING PERMIT NUMBER: 18-10000285 UNIT ADDRESS: RED ROSE LANE 549 21-19-30-510-0000-3190 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: 549 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE RQADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CQ-WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PASingle 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 OCCUPARY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 11111111111111111111111111111111 IN 1111 Parcel ID Number: off (-(I _ 30•51 D-10060 ^ 514 a Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. C; f.i. _! •_ 1. {. t.: l). _ .)tl i. t to '.: L)il i 01_. t.. C:. 1P t: i. i`i .'I t` i:.;'.::'t ",• i. I.f . I„( I, S 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 3 ! Q% / Legal Description: Thorn brooke Phase " , according to the plat thereof, as recorded in Plat Book $1 Page7w?(of the public records of Seminole County, J Florida. Addresses : 20 K-eot eo S e— Ut ke- Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 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(l)(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. It. Date Signed : Signature of Owner's Agent: JokK Asa Wright Taylor Morrison of Florida d: Sworn to and subscribed before me this by John Asa Wright who ' s' "%pally known to me. Notary Public DA Clark f '` u S \ 1 2019 My com s 1 _ R : EX S ;40 Ndcrrf Serial N' ; `. nature: x tea"eal: AN 0 C,l f,i REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence AddrPca• 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 MEEHANICAL PERMIT " Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION t PERMIT APPLICATION Al W Application No: Documented Construction Value: $ tter CP Job Address: Sa'vv v Historic District: YesEl No EZ Parcel ID: Residential [ CommercialEl Type of Work: New El AdditionEl AlterationEl RepairEl Demo[] Change ofUse Fl Move El Description of Work: UEVV SJUGLE FAMILy HOME THORREBROQK EMSE LOT NUMBER : 311 Plan Review Contact Person: Daphne Clark Title: Phone: 4QZ-25Z-624Q Fax: Email: daphneQ Perm ats Pecmits Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE #200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6M Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: N/A Mortgage Lender: HIA Address: — Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 411 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, 1.3 furnaces, boilers, heaters, tanks,, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30,2015 Pcimit 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'FIDAVIT: 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 0771"SeFt— Dite -7 Signature of 6tractor/,kgeni Datef 11, TAYLOR MORRWRICIFiELORICIA INC JOHN ASA WRTOW Print Owner/A I , , I / Sent s N &'hq, 4 i ioPrintContractor/ Nsy 4 tj T.,7SignatureofNotary -State of Florida Oate A. CLARK Signatum,of Notary -State of Florida 1), My rOWISsION # FF 209108 Xpqg ` Jun(, 27,2019 D. A. CLARK My COMMISSION 0 FF 2M08 EXPIRES: June 27,2019S'NIW owed Thru Rwet Notary Servim Owner/ Agent is yp,(; Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID UJA Type of ID Produced ID 411A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical [,3- Mechanical 54- Plumbing[2 Gas Roof Construction Type: \M Occupancy Use: 217> Flood Zone: Total Sq Ft of Bldg: L-7 Min. Occupancy Load: VTOtu4EI) of Stories: 41 k New Construction: Electric - # of Amps Z L11yQPlumbing - # of Fixtures I m Fire Sprinkler Permit: Yes FNo ft of Heads — Fire Alarm Permit: Yes[] No@ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: 'T c "I'kFIR F- COMMENTS: Ok to construct single family home with setbacks and impervious area shown cinplan. 0- BUILDING: .5r gst- j6 Revised: June 30, 2015 Permit Application Ilk CITY OF SANFORD BUILDING & FIRE PREVENTION ii`f},s ,V F PERMIT APPLICATION Application No: Documented Construction Value: $ F e& Job Address: _ 541 (Z -e d 12 o s - . c - Saw'6 _- L Historic District: Yes No EX.. Parcel ID: Residential [) Commercial K Type of Work: New Q Addition Alteration Repair Demo Change of Use, Move Description of Work: -NEW SINGLF FAMILY HOMF - THORNFRRnoK PHA.qF `/ LOT NUMBER • 311 Plan Review Contact Person: Daphne Clark Title: Phone: 407-25Z-6940 Fax: ri.6MIT-M'- u 11 Mu Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE #200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No. Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: CBC1257462 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, tanlis, and air conditioners, etc. F'BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owne Agent D to Signature of ntractor/Agent Date TAYLOR MORR F LORIDA INC JOHN ASA WROT----- Print Owner/Agent's N e Print Contractor/ a 's hi " Signature of Nota State of Florida ate Si atu of NoBrY- gn tart' -State of Florida Date YD. A. CLARKr D. A. CLARKMYCOMMISSION # FF 209108 EXPIRES: June 27, 2019 * * MY COMMISSION # FF 209108 e 27, Services EXPIRES: June 27, 2019 f'TFOf f`OPO Banaea Tyr., r'aagw1k ft A! Balled Thm Budget Notary Servkes Owner/ Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID Produced ID-411A--- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min, Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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: 549 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3190 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) ay is ..'z°t>;tz 51 `,c sl`^... :z ,tts: . ti i<`4 `Y'z t<zthz. , ` S a . ` v ^`•z y ;. ; a . ,`,ti:„ . s. ; { z..'' n. t%2•;... 7 t `";r ^ s'hti .i't, .fir it t ..;, a, :. ,,, ',4^7,.,`. aal ,n=•n, ,y ., >.',{ R; .. }, ,. 1 .} .C:4r ` <,, `t ,, n z .< , ..4it ,<<: , 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: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1381 Reviewed by: Michael Cash, CFM Date: March 28, 2018 IZA it D Application for Right -of -Way Use for Driveway, Walkway & LandscapeP,_ 0 R I %D,,1 Department of Planning & Development Services 1877 — www.sonfordfl.gov 300 Norlh Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Kmw whalS WOW. IN"BROLVV Or 31 q 19 C811bdomyoudig. 1. Project Location/Address: --p 4? 1< as e C4 P"o, 2. Proposed Activity: Driveway ElWalkway D Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: s0glPelVAY &x &:EFA This application Is submitted by: Property Owner. Signature: /M Print Name: rAV-4— YLACY4 Address: _1L !=7HAXIJ144ki: &20 )V541PAAh* ie:r, 991CI Phone: 407ZJa Fav- Date: --3-/ 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 installationfimprovernent fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, orany general maintenance activities by the City becomes In conflict with the above permitted activity, the 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 right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting In any fashion from or arising direcity or Indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: 3- / t/—Ir This ermit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401,24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: septembarzolo ROW We DrWmay.pdf 1H 10 t. xm COz'y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot319ThombrookSaintThomasAGRW Builder Name: TaylorMorrison Street: K jl Q ^rt - Permit OfficeiCity, State, Zip: FL , 5`4hWe,JrPermit Numberz0 CS -_AA Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(1988.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1675.30 ft2 b. Frame - Wood, Adjacent R=13.0 312.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (2082.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2055,00 ft2 6. Conditioned floor area above grade (ft2) 2055 b. Knee Wall (Vented) R=30.0 2T00 ft2 Conditioned Floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(363.7 sgft.) Description Area a. Sup: Attic, Reti Attic, AH: Garage 6 411 a. U-Factor: Dbl, U=0.34 267.68 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.757 ft. Area Weighted Average SHGC: 0.313 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2055.0 sqft.) Insulation Area EF 0,950 a. Slab -On -Grade Edge Insulation R=0.0 2055.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.177 Total Proposed Modified Loads: 61.61 PASS TotalBaselineLoads: 62.47 1 hereby certify that the plans and specifications covered by Review of the plans and THE S7,4j, this calculation are in compliance with the Florida Energy specifications covered by this O Code. calculation indicates compliance with the Florida Energy Code. rr, PREPARED BY: _ Before construction is completed O DATE: 3/1/18 this building will be inspected for t y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. Y with the Florida Energy Code. 41? COP WE1 OWNER/ AGENT: DATE: -,' f d' BUILDING OFFICIAL: DATE: ` 31, ra 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.060 Qn for whole house. 3/ 1/2018 10:37 AM EnergyGaugeC19 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot319Thornbroc,kSaintThom Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area 2055 Lot # Owner Name: Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Ternp V/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockll 2055 20139 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2055 20139 Yes 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179.5 It 0 2055 ft2 ---- 0.48 0 0.52 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable OF Shed Composition shingles 2290 ft2 506 ft2 Medium 0.85 N 0.85 No 0 26.2 ATTIC V/ ff Type Ventilation Vent Ratio (11 in) Area RBS IRCC I Full attic Vented 300 2055 ft' N N CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Batt 27 ft2 0,11 Wood 2 Under Attic (Vented) Main 30 Blown 2055 ftw 0.11 Wood 3/1/2018 10 37 AM EnergyGauge@ USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor- Grade% 1 N Exterior Concrete Block - Int Insul Main 4,1 66 6 9 4 620.7 ft' 0 0 0,6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 111 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 53 6 9 4 499.3 ft2 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 13 6 9 4 126.0 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 33 6 9 4 312.7 ft2 0 0.23 0.01 0 6 W Exterior Concrete Block - Int Insul Main 4.1 6 0 9 4 56.0 ft2 0 0 0.6 7 E Exterior Concrete Block - Int InSLJI Main 4.1 22 0 9 4 205.3 ft2 0 0 0,6 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 8 6 8 17,8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. 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 0.31 N 77.1 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 E 7 Metal Low-E Double Yes 0.58 0.32 N 96.0 ft' 9 ft 0 in 0 ft 0 in None None 3 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 23.2 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 W 6 Vinyl Low-E Double Yes 0.34 0,31 N 24.0 ft' 8 ft 4 in 2 ft 6 in Drapes/blinds None 7 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 1 ft0in Drapes/blinds Exterior 5 8 W 6 Vinyl Low-E Double Yes 0.34 0,31 N 8.0 ft2 8 ft 4 in 2 ft 6 in None None GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft2 460 ft' 64 ft 8 ft 1 INFILTRATION it Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000436 2349.6 128.99 242.58 3182 7 HEATING SYSTEM V System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 3/1/2018 10:37 AM EnergyGauge(,,) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM V# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 55.1 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert It Company Name System Model # Collector Model It Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC It V, # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411 ft' Attic 102.75 Proposed Qn Garage cfm 123.3 cfm 0,06 0.50 1 1 TEMPERATURES PrOgFamable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr M Junay Julug Sep Oct Nov Dec He H Jan FebId MarN A P, Jun JulugMayrjrl11 Sep11 Oct NovHX DecIdVeJanFebMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/11/2018 10 37 AM EnergyGauge(R.) USA - FlaRes20117 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 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-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b_ U-Factor Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor 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. N/A c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2055 b. Knee Wall (Vented) Area c. N/A 267,68 ftz 11 . Ducts a. Sup: Attic, Ret: Attic, AH: Garage 96.00 ft' 12. Cooling systems ft, a. Central Unit 3,757 ft. 0.313 Insulation Area R=0.0 2055.00 ft' R= ft' R= ftz 13. Heating systems a. Electric Heat Pump 14. Hot 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 features. Builder Signature: / Date: Address of New Home: ,{ I f ey( City/FL Zip: Insulation Area R=4.1 1675.30 ft' R=13.0 312.67 ft2 R= ft, R= ft' Insulation Area R=30.0 2055.00 ft' R=30.0 27.00 ft' R= ftz R ftz 6 411 kBtu/hr Efficiency 42.0 SEER:15.00 kBtu/hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 04 ZHE ST,T Q F. rnr,e Q rR Vn 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. 3/1/2018 10:37 AM EnergyGaugeC7 USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR manual S Compliance Report HUTRill ° Afft C0111101MMM1111 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: Taylor Morrison SAINT THOMAS Design Conditions Job: Lot319Tho rn brookSai nt.,. Date: 11/8/12 By: GCR Outdoor design DB: 92.5°F Sensible gain: 30506 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 4781 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 35287 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230*++TDR Actual airflow: 1450 cfm Sensible capacity: 33699 Btuh 110% of load Latent capacity: 6722 Btuh 141% of load Total capacity: 40421 Btuh 115% of load SH R: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 28558 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230*++TDR Actual airflow: 1450 cfm Output capacity: 34406 Btuh 120% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.4 kW 100% of load Temp. rise: 0 'F Meets all requirements of ACCA Manual S. wrightsoft" 2018-Mar-01 10 37 39 Righ(-SL140Universal 2018 18 0 10 RSU24011 Page I AC01 IlhomasAGRWLot3l9ThornbrookSainiTliornasAGRWrup Calc = MJ8 Housefaces W DEL. AIR Component Constructions Job: Lot319ThornbrookSaint p Date: 11/8/12 HEATING-AMCOMHi0WO Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison SAINT THOMAS Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 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 ft' Btuh/ft -'F ft' °Flaluh Btu1,311 Btuh Btub/h, Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 6" thk n 543 0.201 0 5.69 3089 4.35 2363 e 219 0.201 0 5.69 1248 4.35 955 s 437 0.201 0 5.69 2486 4.35 1902 w 111 0.201 0 5.69 634 4.35 485 all 1311 0.201 0 5.69 7457 4.35 5705 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 28 0.032 30.0 0.91 25 2.38 67 gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft e overhang (6.25 ft window ht, 1 ft sep.); 6.67 it head ht w all 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 it overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, S 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.25 ft window ht, 1 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It overhang (6.3 ft window ht, 1 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, elf outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 8.33 it overhang (8 it window ht, 2.5 It sep.), 6.67 It head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, w 1/8" thk, NFRC rated (SHGC=0.31), 8.33 It overhang (8 ft window ht, 2.5 ft Sep.); 6.67 ft head ht 295 0.091 13.0 2.58 759 1.44 425 77 0.340 0 9.62 742 10.6 816 58 0,340 0 9.62 556 30.4 1755 39 0.340 0 9.62 371 30A 1170 173 0.340 0 9.62 1669 21.6 3741 96 0.580 0 16.4 1576 18A 1770 23 0.340 0 9.62 223 10.8 251 39 0.340 0 9.62 374 11.1 42.9 24 0.340 0 9.62 231 13.6 327 8 0.340 0 9.62 77 22.9 183 W rightsoft- 2018-Mar-01 10:37:39 Right-SuftetD Universal 2018 18 0 10 RSU24011 Page 1 1ThomasAGRW 1ot319ThornbrookSaintThomasAGRW.rup Calc -- MJ8 House faces. W Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth In 18 0.390 0 11.0 196 12.0 213 2120 0.032 30.0 0.91 1920 1.74 3680 180 0.989 0 28.0 5024 0 0 wrightsOft.. 2018-Mar-01 10:37 39 1-.-.•......:.......,,, ,,._ .,....I Right-SuileO Universal 2018 18.0.10 RSU24011 Page 2 ACCN IThomasAGRW1 Lot 319ThornbrookSaint Thorn asAGRW «ip Calc - MJ8 House faces W DEL —AIR4 Project Summary/ Date: i1/gn2rnornbrooksaint... HEATING W CONUM1016 Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407333.2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison SAINT THOMAS Notes: RVSD 05.16.17 JB OLD NAME STANTON LS 1/15/18 JA LS 2/23/18 JA LS 2/27/18 JA Weather: Winter Design Conditions Outside db 42 IF Inside db 70 IF Design TD 28 IF Heating Summary Structure 22849 Btuh Ducts 5709 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28558 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ftW) Air changes/hour Equiv. AVF (cfm) Orlando Intl AR FL, US Summer Design Conditions Outside db 93 OF Inside db 75 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 20767 Btuh Ducts 9739 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 30506 Btuh Simplified Latent Cooling Equipment Load SizingAverage 0 Structure 2682 Btuh Ducts 2099 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling 2055 2055 20059 20059 0.32 0.16 107 53 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-042-230-19 AHRI ref 10258591 none) Equipment latent load 4781 Btuh Equipment Total Load (Sen+Lat) 35287 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBA27UHE-042-230'++TDR AHRI ref 10258591 Efficiency 8.5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10500 Btuh Temperature rise 26 IF Total cooling 42000 Btuh Actual air flow 1450 cfm Actual air flow 1450 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 31 IF Backup: Input = 8 kW, Output = 28558 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoft- 2018-Mar-01 10 37 39 IThoma,- ~, -- - Right-Su6e Universal 2018 18 0 10 RSU24011 Pa e 1ACCP. g sAGRW t_o1319ThornbrookSanvThomasAGRW.rup Calc = MJ8 House faces. W DEL -AIR Right-JO Worksheet MUNG, AM 00MO '°"'"s Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 319ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name Entire House ms suite 2 Exposed wall 179.5 It 39.5 it 3 Room height 9.8 It 9.3 It heat/cool 4 Room dimensions 17.5 x 14.0 It 5 Room area 2054.5 ft2 245.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/WF) Btuh/ft2) or perimeter tt) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 T 13A-2ocs 0.201 n 5.69 4.35 620 W3089 2363 75 75 425 325 G 2A-2ov 0,340 0- 9 6? 10.58 - 77 0 742 .. 016 .. 0 w_ ... W 16A-30ad 0.03-2 n 0.91 2.38 28 28 25 67 28 8 255 677 13A- 2ocs 0.201 a 5.69 4.35 373 219 1248 955 163 105 600 459 11 2A 2omd 0.580 a 16.41 18.44 96 90 1576 1770 0 0-0 0 2A- 2ov 0.340 e 9.62 30.36 58 0 556 1755 58 0 556 1755 13A- 2ocs 0.201 s 5.69 4.35 499 437 2486 1902 131 131 743 568 2A- 2ov 0.340 s 9.62 10.84 23 19 223 251 0 0 0 0 2A- 2ov 0.340 s 9.62 11.06 39 27 374 429 0 0 0 0 13A- 2ocs 0.201 w 5.69 4,35 182 111 634 485 0 0 0 0 10C- v 0.340 w 9.62 13.61 24 13 231 327 0 0 0 0 2A- 2ov 0.340 w 9.62 30,36 39 0 371 1170 0 0 0 0 26. 21v 0.340 w 9.62 22.87 8 4 77 183 0 0 0 0 1_ 0 12C- Osw 0.091 2.58 1.44 313 295 759 425 0 0 0 0 11DO 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 C 1613-30ad 0.032 0.91 1.74 2120 2120 1920 3680_.. 245 245 222 425 F 22A-Ipi 0.989 27.99 0.00 2055 180 5024 0 245 40 1106 0 i 6 c) AED excursion 0 273 Envelope loss/gain 19531 16791 3677 3872 12 a) Infiltration 3319 1026 773 239 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/ other 1800 0 Subtotal ( lines 6 to 13) 22849 20767 4450 4341 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22849 20767 4450 4341 15 Duct loads 125 47%1 5709 9739 25 % 47%1 11121 2036 Total room load 28558 30506 5561 6377 Air required (cfm) 1450 1450 282 303 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r° j.r rigtstsoFt^ 2018-Mar-01 10.37 39 4G A Righl-SUlteO Universal 2018 18.0.10 RSU24011 Page 1 lThomasACRW'.. Lot319ThornbrookSaintThomasAGRW.rup Calc MJ8 House faces: W DEL -AIR Right-JO Worksheet HEATM . AM CONDURKIN Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 one: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot319Th o rn brookSain tTh o Date: 11/8/12 By: GCIR I Room name wic ext wic int 2 Exposed wall 5.0 it 0 it 3 Room height 9.3 it heal/cool 9.3 it heat/cool 4 Room dimensions 7.0 x 5.0 it 5.5 x 5,0 it 5 Room area 35.0 W 27.5 ft2 Ty Construction U-value Or HTM Area (f t2) Load Area (it') Load number Btuh/ftl-'F) 13(uh/ft2) or perimeter (11) Btuh) or perimeter it) Binh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S .. Heat Cool 6 0.201 In 5.69 435 0 0 0 0 0 0 0 0 9.62 .. U 0 0 0 A 0 0 0 Q W 13A-2ocs 16A-30ad Q.340 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 13A-2ocS 0,201 e 5.69 4,35 0 0 0 0 0 0 0 0 1 2A-2omd 0.580 e 16-41 18.44 0 0 0 0 0 0 0 0 2A-2ov, 0.340 e 9.62 30.36 0 0 0 1-1-0 0 0 0 0 13A-20cs 0.201 s 5.69 4.35 47 47 265 203 0 0 0 0 2A -2ov 0340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A -2ov 0340 s 9.62 11.06 0 0 0 0 0 0 0 0 I 3A-2ocs U01 w 5.69 4135 0 0 0 0 0 0 0 0 1 0C-V 0.340 w 9.62 13.61 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 28.12ty 0,340 w_ 62 22,87 1 1.11,10 0 0 0 0 o 0 T__D 1 ..... 2C-0 w1s1ID0 0.091 Z58 1.44 0 0 0 0 0 0 0 0 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0M 1.74 35 35 32 61 28 25 48 F 22A-tpI 0.989 27.99 0.00 35 5 140 0 28 0 0 0 6 c) AED excursion 25 4 Envelope loss/gain 437 239 251 44 12 a) Infiltration 91 28 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 6-P 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 528 2671 25 44 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 528 267 25 44 15 Duct loads 25% 471% 132 125 25% 47% 61 20 Total room load 6601 392 31 64 Air required (cfm) 1 34 191 3 Calculations aDoroved by ACCA to meet all reauirements of Manual J 8th Ed I- 7wrigFRZsoTtn2018-Mar 01 10 37 39Right -Suite© Universal 2018 18 0 10 RSU24011 Page 2 11-tiornasAGRW\Lot3l9ThornbrookSai,illtioniasACRWrtip Calc MJ8 House faces: W VDEL-AIR Right-JO Worksheet Job: EATIN ^ AM COWNTIONIM Entire House Date By: DEL -AIR HEATING & AIR CPNDITIONING 531 GODISCO WAY, SANFORD. FL 32771 bone 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Lo t3l 9Th o rn b roo kSai n tTho 11/8/12 GCR I Room name ins b1h we 2 Exposed wall 7,5 If 0 If 3 Room height 9.3 If heal/cool 9,3 It heaticool 4 Room dimensions 1.0 x 137.5 It 3.5 x 12.5 It 5 Room area 137.5 ft2 43.8 ft2 Ty Construction U-value Or HTM Area (I t2) Load Area (ft2) Load number B(uh/ft2--F) Btuh ft2) or perimeter If I) Eft h) or perimeter (ft) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr__" 13A-2ocs 0,201 n 5.69 4.35 0 0 0 0 0 0 0 0 G 2A,-2QV_ 0.3140 n 62 10,58 10 A 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 VL 13A-2ocs 0.201 e 5.69 4,35 0 0 0 0 0 0 0 0 1 G 2A-2omd O580 e 16,41 18,44 0 0 0 0 0 0 0 0 2A- 20v , 0,340 e M2 X36 0 0 0 0 0 0 0 0 13A - 2oc s 0,201 s 5.69 4,35 7 047 2 66 264 0 0 0 0 2A - 2ov 0,340 s 9.62 10.84 23 19 223 251 0 0 0 0 2A- 2ov 0.340 s 9.62 11.06 0 0 0 0 0 0 0 0 1 3A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 10C- V 0,340 w 9.62 13.61 0 0 0 0 0 0 0 0 2A2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 w, 9.62 22,87 0 0 0 0 0 0 0 0 IT- D 12C- Osw 0,091 2.58 1.44 0 0 0 0 0 0 0 0 1 100 0,390 n 11.04 11.99 0 0 0 0 0 0 0 0 16B- 30ad 0,032 0.91 1.74 138 138 125.. 239 44 44 40 76 F 22A-tpl, 0.989 27.99 0.00 138 8 210 b 44 0 0 0 6 c) AED excursion 35 7 Envelope ioss/gain 824 658 40 69 12 a) Infiltration 136 42 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants (u) 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 960 700 401 69 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 960 700 40 69 15 Duct loads 1 25% 47% 240 328 25% 47% 10 33 Total room load 1 1200 1029 50 102 Air required (c(m) 61 49 3 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Ma(-01 10 3739 1, Qh[-Sui1M9 Universal 2018 18 0 10 RSU24011 Page 3 ThomasAGRWLo[ 319TtiornbrookS,,iint-Fho(ii,,isAGRW nip Cale = M,18 House laces W DEL -AIR Right-J® Worksheet M MMA Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM Job: Lot319ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name bdrm 2 bih 2 2 Exposed wall 10.5 It 0 It 3 Room height 9.3 It heat/cool 9.3 Il heat/cool 4 Room dimensions 14.0 x 10.5 It 5.5 x 8,0 It 5 Room area 147.0 It2 44.0 W Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/It2) or perimeter If (Btuh) or perimeter if1) (Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 yJ t- C 2A2ov5 0.340 rr 9.62 10,58 . 0 0 0 0 0 0 0 O W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0' J 13A2ocs 0.201 e 5,69 4.35 0 0 0 0 0 0 0 0 t i I-G 2A•2omd 0,580 a 16,41 18.44 0 0 0 0 0 0 0 0 2A- 2ov 0.340 a 9,62 30.36 0 0 0 0 0 0 0 0 13A- 20cs 0.261 s 5.69 4.35 98 79 447 342 0 0 0 6 2A- 2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 11.06 19 14 187 215 0 0 0 0 13A2ocs 0.201 w 5,69 4.35 0 0 0 0 0 0 0 0 10C- v 0.340 w 9.62 13,61 0 0 0 0 0 0 0 0 2A- 20v 0.340 w 9.62 30,36 0 0 0 0 0 0 0 0 2B• 21v . 0.340 w 9.62 22.87 0 0 0 0 0 0 0 0 R 12C-Osw 0.09t 2.58 1.44 0 0 0 0_ 0 0 0 0 I-- D IDO 0.390 in11.04 11.99 0 0 0 0 0 0 0 0 C 1613• 30ad 0.032 0.91 1.74 147 147 133 255 44 44 40 76 F 22A tpl 0,989 27.99 0.00 147 11 294 0 44 0 0 0 6 c) AED excursion 46 7 Envelope loss/ gain 1061 766 40 70 12 a) Infiltration 191 59 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1252 825 40 70 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1252 825 40 70 15 Duct loads 251% 47/ 313 387 25% 47% 10 33 Total room load 1%4 1212 50 103 Air required ( cfm) 79 58 3 5 Calculations woroved by ACCA to meet all requirements of Manual J 8th Ed 1- wrighlsaft^ 2018-1r-01 10 37.39 Right-SuileO Universal 2018 18-0.10 RSU24011 Page 4 tlhomasAGRW t- ot319ThornbrookSaintrhamasAGRW-rup Cale =MJ8 House laces: W 9DEL-AIR Right-JO Worksheet WATIM, AM WHOMMOM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 one: 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot319Thorn b roo kSaintTho Date: 11/8/12 By: GCR I Room name bdrm 3 laundry 2 Exposed wall 10.5 it 0 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 14.0 x 10.5 It 6.5 x 6.5 it 5 Room area 147,0 it' 42.3 ft2 Ty Construction U-value Or HTM Area (w) Load Area (1(2) Load number BtutVftl-'F) BtUtVft2) or perimeter (it) EtUh) or perimeter (it) BtUh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 2f1 -20\,__ ,,, ,, . 0.2011 0,340__1n1_ n 5.69 9,62 4,35 10,58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 10 0 0 0 0 m. 0 0 3 'oes 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 2A%ld OMO e 16.41 18.44 0 0 0 0 0 0 0 0 gk?oy' 0.340 e 91.62 30.36 0 0 0 0 0 0 0 0 13A -2ocs 0.201 s 5.69 4.35 98 79 447 342 0 0 0 0 2A -2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A-2ov 3A-2ocs 0.340 0.201 s w, 9.62 5.69 11.06 4.35 19 0 14 0 187 0 215 0 0 0 0 0 0 0 0 0 N1100-v 2A-2ov 0.340 0.340 w w, 9.62 9.62 13.61 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28-2fv w, 9.62 2287 0 0 0 0 0. o 0 0 T-D 2C-0 w1s0.091 2.58 1.44 131 131 336 188 61 43 110 62 1, DO 0.390 n 11.04 11.99 0 0 0 0 18 18 196 213 C 168-30ad 22A- ipl 0. 91 1,74 147 147 133 42 38 73 F 0.989 27.99 0.00 147 11 294 0 42 0 0 0 6 c) A ED excursion 621 81 Envelope loss/gain 1397 938 345 267 12 a) Infiltration 191 59 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants P 230 01 0 0 0 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1588 997 345 1 867 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1588 997 345 867 151 Duct loads 25% 471/6 397 468 251% 471% 86 407 Total room load 19851 1465 431 1274 Air required (cim) 101 701 22 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. V+ A wrigFstsolFt 2018 Maf-01 10 37 39 Right SuiteO Universal 2018 18 0 10 RSU24011 Page 5 IThortia,, AGRWt-o[319ThornbrookSainiThomasAGRW rup Calc = MJ8 House faces W DEL -AIR Right-JO Worksheet Nunn • AB WHIDMO S Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM Job: Lo1319ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name great rm kitchen 2 Exposed wall 36.5 It 11.5 It 3 Room height 10.5 it heat/cool 10.5 It heat/cool 4 Room dimensions 1.0 x 299.0 it 20.5 x 11.5 It 5 Room area 299.0 W 235.8 W Ty Construction U-value Or HTM Area (its) Load Area (ft2) Load number Btuh/IV-°F) Bluh/f(2) or perimeter it) Btuh) or perimeter it) Blob) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vif 13A-2ocs 0.201 n 5.69 4.35 131 131 743 568 107 107 608 465 2A-2ov 0.340 n 9.62 10,58 0 0 . 0 0 ._:.... 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 210 114 648 496 0 0 0 0 t 1 2A•2omd 0.580 a 16.41 18.44 96 90 1576 1770 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 W 13A 2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 L... 2A-2ov 0.340 s 9.62 11.06 0 0 0 0 0 0 0 0 13A-20cs 0.201 w 5,69 4.35 0 0 0 0 0 0 0 0 10C-v 0.340 w 9.62 13.61 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 28-2fv 0.340 w 9.62 22.87 0 0 .. 0 0 . ,... 0 0 0 0 R 12C-Osw. 0.091 2.58 1.44 0 0 0 0 O O 0 0 t••-R 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 325 325 294 564 256 256 232 445 F 22A tpi 0,989 27.99 0.00 299 37 1022 0 236 12 322 0 6 c) AED excursion 368 187 Envelope loss/gain 4283 3030 1162 724 12 a) Infiltration 664 205 209 64 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C(b 230 1 3 690 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 4946 3925 1371 1988 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4946 3925 1371 1988 15 Duct loads 125 471% 1236 1841 25 % 47 % 342 932 Total room load 6182 5766 1713 2920 Air required (cim) 314 274 87 139 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. T <` wrigFstsaPt^ 2018-Mar-01 10 37 39 Right-SuileE? Universal 2018 18 0 10 RSU24011 Pa E 6AGP. lThornasAGRWl_of319ThornbrookSaint IhomasAGRW.rup Calc MJ8 House faces. W 9DEL AIRMATMB1. AM C0140 1ONMg Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY.. SANFORD.. FL32771 hone 407-333-2665 Fax: 407-333-3853 Web. WWW DEL-AIR.COM Job: Lot319ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name brktst dining 2 Exposed wall 9.0 If 17.5 It 3 Room height 10.5 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 218.8 It 1.0 x 263.3 If 5 Room area 218.8 ft2 263.3 W Ty Construction U-value Or HTM Area 00 Load Area (w) Load number Btuh/W °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/'S Heat Cool Gross N/P/S Heat Cool 6 VG 13A-2ocs 0.201 in 5.69 4.35 84 45 258 198 107 69 391 299 2A-2ov 0.340 9 62 10,58 39 0 371 408 39 0 371 4 08 W 16A-30ad 0.032 n 0.91 2,38 0 0 0 0 0 0 0 0 13A-2ocs 0201 a 5.69 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.580 a 16,41 18.44 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 VV 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 4 2A-2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 I- t 2A-2ov 13A-2ocs 0.340 0.201 s w 9.62 5.69 11.06 4,35 0 0 0 0 0 0 0 0 0 56 0 24 0 136 0 104 1OC-v 2A-2ov 0.340 0.340 w w 9.62 9.62 13.61 30.36 0 0 0 0 0 0 0 0 24 0 13 0 231 0 327 0 2B-2fv 0.340 w 9,62 22,87 0 0 0 0 0 8 4 77 183 12C-Osw 0.091 2.58 1.44 0 0 0 121 121 312 175 Q 1 t QO 0.390 n 11.04 i 1.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,91 1.74 238 238 215 413 263 263 238 457 F 22A tpl _ 0.989 27.99 0.00 219 9 252 0 263 18 490 0 6 c) AED excursion 92 248 Envelope loss/gain 1096 927 2247 2200 12 a) Infiltration 164 51 318 98 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1260 977 2565 2529 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1260 977 2565 2529 15 Duct loads 1251% 471/6 315 458 25% 1 471% 641 1186 Total room load 1575 14,45 3206 3715 Air required (cfm) 80 68 163 177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. T 2018-Mar-01 10:37:39 Right-SuiteO Universal 2018 18 0 10 RSU24011 Pa e 7AcRg 1ThomasAGRW Lat319thornbrookSaintThomasAGRW.n,p Calc =, MJ8 House laces: W DEL -AIR Right-JO Worksheet HEATO, AOMNtIINIEntire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FIL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR COM Job: Lot319Thorn b rookSain tTh o Date: 11/ 8/12 By: GCR 1 Room name study 2 Exposed wall 32.0 It 3 Room height 9.3 (1 heat/cool 4 Room dimensions 13.5 x 12.5 If 5 Room area 168.8 Q2 Ty Construction U-value Or HTM Area (112) Load Area Load number Bluh/ W-117) Eft Vir) or perimeter (ft) Bt h) or perimeter Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat cool 6 13A- 2ocs O.201 n 5.69 4,35 117 117 663 508 2A-2W, 0.340 n_ 9.62 10,58 0 0 W 16A- 30ad 0.032 n 0.91 2.38 0 0 110 0 0 0 13A- 2ocs 0.201 e 5,69 4,35 0 0 0 0 1 2A- 2omd 0.580 e 16.41 18.44 0 0 0 0 2A-2ov 1 I I0,340 e 9,62 30,36 0 0 0 0 13A -2o cs 6.201 s 5.69 4.35 56 56 318 244 2A-2ov 0.340 s 9.62 10.84 0 0 0 0 2A -2ov 0.340 s 9.62 11.06 0 0 0 0 1 3A- 2ocs 0.201 W 5,69 435 126 87 497 380 1 108 0.340 w 9.62 13.61 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 39 0 371 1170 A. 22, 87 0 0 0 1---D 2C-Osw 0.091 2.58 1.44 0 0 0 0 11DO 0. 390 n 11.04 11.99 0 0 0 0 C, 1, 6B-Vad 0.91 1.74 169 169 153 293 F 22A- tpi 111111A032 0. 989 27.99 0.00 169 32 896 0 6 c) A ED excursion 392 Envelope loss/ gain 2898 2987 12 a) Infiltration 582 180 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 01 Subtotal (lines 6 to 13) 3480 3167 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3480 3167 151 Duct loads 1 25%1 47%, 870 1485 1 Total room load I 1 1 4350 4652 Air required ( cfm) 221 221 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2018 Mar 01 10 37,39 Zk Righl- Suif,0 Universal 2018 18 0 10 RSU24011 TtiomasAGRW Lol3l9TtiorribrookS,, iiniThornasAGRW rup Calc - MJ8 House faces W Page 8 DEL -AIR Duct System Summary HEATWO. AIR ' IONNO Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison SAINT THOMAS Job: W319ThornbrookSaint... Date: 11/8/12 By: GCR 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 0.160 in/100ft 0.160 in/100ft Actual air flow 1450 cfm 1450 cfm Total effective length (TEL) 150 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 h 1564 79 58 0.208 6.0 OX 0 VIFx 30.3 85.0 SO bdrm 3 h 1985 101 70 0.215 6.0 Ox 0 VIFx 26.8 85.0 stl brkfst h 1575 80 68 0.227 6.0 OX0 VIFx 20.5 85.0 stl bth 2 c 103 3 5 0.218 4.0 Ox 0 VIFx 25.3 85.0 stl dining c 3715 163 177 0.218 8.0 OX 0 VIFx 25.0 85.0 stl great rm h 3091 157 137 0.196 7.0 Ox 0 VIFx 37.3 85.0 stl great cm -A h 3091 157 137 0.192 7.0 Ox 0 VIFx 40.1 85.0 SO kitchen c 2920 87 139 0.209 7.0 Ox 0 VIFx 29.9 85.0 stl laundry c 1274 22 61 0.236 4.0 Ox 0 VIFx 16.6 85.0 SO ms bth h 1200 61 49 0.171 5.0 Ox 0 VIFx 40.4 100.0 st2 ms suite c 6377 282 303 0.160 10.0 Ox 0 VIFx 49.8 100.0 st2 study c 4652 221 221 0.200 8.0 Ox0 VIFx 35.0 85.0 stl We c 102 3 5 0.172 4.0 Ox 0 VIFx 39.2 100.0 st2 wic ext h 660 34 19 0.164 4.0 Ox 0 VIFx 46.7 100.0 st2 wic in[ c 64 2 3 0.170 4.0 OX 0 VIFx 41.3 100.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 381 379 0,160 485 12.0 0 x 0 VInIFIx SO stl Peak AVF 1450 1450 0.160 665 20.0 0 x 0 VinlFlx wrighltsuift" 2018-Mar-01 10.37.40 GA Right SuiteO Universal 2018 18.0.10 RSU24011 Palg.1e tThomasAGRW'Lot319ThornbrookSainlThontaSAGRW_rup Calc = MJ8 House laces: W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rbl Ox 0 1450 1450 0 0 0 00 Ox 0 VlFx wrightsoft- Righ(-Suit0 0 Universal 2018 1&0 10 RSU24011 CCK IThornasAGRWIN319 lhornbrookSairil fhornasAGRW.rup Calc . MJ8 House laces W 2018-Mar 01 10 37 40 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot319ThornbrookSaintThomasAGRW 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 joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 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 extend behind r)*Q*na and w6c t no 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 recornmended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ce lincls a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 2/27/2018 5:23 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio, and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 El Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 2/27/2018 5:23:19 PM EnergyGauq(Kh) - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot319ThornbrookSaintThomaSAGRW Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Duct Test Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total 2055 Divide by House Duct Total Conditioned Floor Area) System Leakage - ( Qn,out)* Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside, On, is less than or equal to the proposed duct Duct tightness shall be verified by leakage On specified on FORM R405-2017. testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section SIGNATURE: 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in PRINTED NAME: Section 489.105(3)(f), g), or (i), Florida Statutes. DATE: 3/1 /2018 BUILDING OFFICIAL: DATE: 3/1/2018 10:38 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot319ThornbrookSaintThomasAGRW Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2055 sq.ft. Cond. Volume: 20139 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) " 3 Pa cfm 4 Pa cfm ' Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm 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, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: 111111194 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: 2/27/2018 5:23 PM EnergyGauge a USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square fool (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/27/2018 5:23 PM EnergyGauge(,i USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding From solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/27/2018 5:23 PM EnergyGauge a USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/27/2018 5:23 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40`F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the healer. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/27/2018 5:23 PM EnergyGauge a USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatofte 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. 2/27/2018 5,23 PM EnergyGaugea USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB BY BLDR MIN qM2F,RJQM WALL 0 7--- D m 12. 6 t;.cd 20 3' bath ck 4c+ to rocF ca'o f Nutone 61362NBi I.. f c.;l 5-;! 2 2 6 — 8.4 1. Co 1 7- Lu LLjo. lo .g gqF, cu 70 ID. 6 I.- rr Q 0 z T14x8 Vt 4' dryer duet I A —1 cop idry¢ r vent box z 38fl t */!5k* e-141, 1ph A' " 4- AMHANGINGINGARAGEC) 91 NOTE TO RUILDERMUST PROVIDE UNRESTRICTED I INCH UNDERCUT BELO' DOORS TO HAIl'.T.DLE ROOMS cc,., de A. R—d—t l MIbD2.4 Must have a n;r—m ctearance o 5 arou d the air Incrdler per the State £ner ;)P, s A!, h;s MASTER BATH 13a AAV KITCHEN BATH 2 L WM TAYLOR MORRISON HOMES Co SUBDIVISION: THORNBROOKE S.F. HOUSE TYPE: SAINT THOMAS LOT 319 I',4.f«) i,.1tt. ' DEsCRIPT'ION AS FURNISHED: Lot 319, THORNBROOK,E PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FORICERTIFIED TO: Taylor Morrison of~ Florida, Inc. DRAIN INLET AS SCALED FROM DRAINAGE PLANS D=90012' 55" R=50.00' L= 78.73' C= 70.84' CB=S 44D51 ' 32" LOT 240 N 00014' 55" W 59.66' I 19.16' LOT 319 19.16' l 3.0'x3.0' AC 22.0' 18.0' n LANAI t 4.77 i 22.0 I I Lu I i PROPOSED RESIDENCE o I SAINT THOMAS I ' TRADITIONAL —A" 2 CAR GARAGE RIGHT I I i i 6.0' 13.3' 11.65' WALK 25.20' 70 f W O Q PROPOSED = FINISHED SPOT GRAPE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS — 22.1' } PROPOSED GRADE PER CONSTRUCTION PLAN a 0 i 1 LOT 277 i 1 5.00' 5.00' Qk to construct single family home with setbacks and impervious area shown on plan. LAC(.1 /* gi p. z Q Q h o m r m PORCH 0 0 20.7' 16' DRIVE 30.85' V__04 LOT 318 DRAIN INLET AS N 00014, 55" SCALED FROM DRAINAGE PLANS 9, 92 ' RED RO,SZ,_ 7 LAND' 50' TRACT I=UTILITY AND ACCESS R/W) LOT 6,645 LIVING 2,055 GARAGE 460 ENTRY 46 LANAI 176 w BREEZEWAY = N/A DRIVEWAY 484 A/C PAD 9 WALKWAY 36 IMPERVIOUS= 49.1 3,266 SOD a 3.379 SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SO.FT. SO.FT SQ.FT R/W - 1,300 SQ.FT. APRON - 54 SQ.FT. BUILDING ETRACKs: FRONT = 25' REAR •+ 15' PLOT PLAN ONLY** NOT A SURVEY) PROPOSED INFORMATION SHOWN SIDEWALK SOD 782 464 SQ.FT. SQ.FT. AREA 7,992 SQ.FT. SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY 538 SQ.FT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK 818 SQ.FT. CLIENT NOT FIELD VERIFIED SOD 843 SQ.FT. CRUUAS.EjVffEJVER--ASCOTT E7L ASSOC, INC. - LAND SURVAT.YORS LEGCND - LEGEND - 5400 E. COLONIAL DR. gRLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT POL POINT ON LINE MOTES: FSP. FIELDIRON PIPE TIP. ARETYPICALPOINTOF VERSE CURVATURE I. INC UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS INC STAAIMROS OF PRACTICE SET FORTH BY ME FLORIDA BOARD OF I.R. IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFMMMA& SURKYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATNE CODE PURSUANT' TO SECTION 472.027. FLORIDA STATUES C.N. CONCRETE MONUMENT RAU. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGIWU. RAISED SM THIS SURVEY ACAP OR COPIES ARE NOT V 0' SET IR 1/E' 4. •/NLS 4596 M.R. NON -RADIAL J. THIS SURVEY' WAS PREPARED FROM MLE INFORMATION FURNISHED TO THE SURVEYOR. THERE WAY BE OTHER RESTRICTIONS RCC. RECOVERED W.P. CALC. WITNESS POINT CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY: P.O.B. P.0.C. POINT or BEc[NMINOPDO(T O' COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IAIPROVEMEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. f CCHTERLIN'E FF. w FINISHED FLOOR ELEVATION A THIS SURVEY IS PREPARE? FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, MLD NAIL L DISK BSA.. BUIL.DING SETBACK LINE B. DBIL'NSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V RIGHT -Of -WAY BAL BENCHMARK 7. BEARING$ ARE 84.SE4 ASSUMW DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.Bj EASEMENT H.B. BASE HEARING d ELEVATIONS. IF SHOWN. ARC 8ASEO ONNATWMkL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. DRATUTIL, TIL. DRAINAGEUTILITY B. C£RT/FlGATE OF AUIHOP.fZAT10N Na. 4586. CLFC. w CHAIN LINK PENCE VD.FC. C/B VOOD FENCE aR CRCTE SLOG SCALE P.C. P.T. POINT Or CURVATURE POINT OF TANGENCY CERTIFIED BY; DATE ORDER No. DESC. DESCRIPTION R RADIUS PLOT PLAN 02-20-2018 976-18 D DELTA TN RVOSED PLOT PLAN (MOVED BLDG.) 05-01-2018 C,B. CHHORD BEARING ORTHN THIS BUILDINC/PROPERTY DOES, NOT UE WITHIN THE ESTABLISHED 700 YEAR FLOOD PLANE AS PER FIRM' T CRUSE MEYE1. LS& ;; 4714 ZONE X. MAP I 12117C 0055 F JAMES W. SCOTT, R.LS 1 4801 STATE CERT.LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 NEC 2011 /FBC 107 SANJohns Pkwy FORD, FL 'N St877- 906-1113 STRADA ELECTRIC- SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL ST THOMAS BUILDER TAYLOR MORRISON SUBDIVISON VOLT/ AMPS LARGEST LOAD. HEAT PUMPS =SUPPLEMENTAL HEAT 14660 Includes Heal Pump and Heal Strips on together @100%. Square feet living area 27371 3 vbWam s 8211 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Vater Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD 34811 FIRST I0KVA@100% 10,000 REMAINDER @ 40% 9924 LARGESTLOAD 14660 TOTAL LOAD F 34=584 V.A./ 240VOLTS= 1 144 SIZE RECOMMENDED 200 MINIMUM PER 150 SERVICE SIZE: NEC TON OTY KW 2 4032 10000 6500 0 2. 5 5040 10000 6500 0 3 5280 10000 6500 0 3. 5 6168 8000 5200 0 4 6888 8000 5200 0 5 1 110 KW SETUP 8160 10000 6500 14660, 14660 4. 561667 AC EPI 35.5 12 2.9583331 TON OTY KW 1, 5 2990 5000 3250 0 2 4032 5000 3250 0 2. 5 5040 5000 3250 0 3 5280 5000 3250 0 3. 5 6168 5000 3250 0 4 6888 5000 3250 0 5 15 KW SETUP 8160 5000 3250 0 0 1 A 3 0 [77 Note This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner, a ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: 205MA/205TA/205SE Lot Alt: 01/ Lot: 319 Block: Unit: Address: JobNumber: N330142 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 THIS DWG PREPARED FROM CCMPUTEA INPUT :LOADS L DIMENSIONS) SUBMITTED aY TAIiSS MFF. It,t1 4) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRESSES Strom -",back Bridging Guidel'nes for Roof Trusses Stro^c39ck bridging for roof trusses is not a requirement cf e, I TP 2CC2 bu. r_ is a strong',v recommended -I eline by r=ter Contractors of America. It serves the following two functions: 1) 3.icg4nc aligns the bottom chords after they are set se they nitormr, along the ceiling 'sine. This, in t.,^. helps minimize wavy ceilings' after the installation of drywall. 2) Sridging helps 'planing out` the transitional or relative eftection of adjacent trusses due to an offset in scans. In either case, strongback bridging should not be attached to rt trusses that need to be jacked into place more thany4 '.... Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended tc help distribute o share des47 toacs between trusses. Consequent?y no design loads have beer accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have pore -ran IA inch differential deflection, STRONGBACkS SHOU'_G BE AiiACH[0 TO BALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACtS SHALL BE A YIN! MY OF 2X6, AND SHALL BE ATTACHES WITH A MiNiMUM OF T-REE 160; COMMON OR (3 0.1K x 3' GUN NAILS TO A 2i4 VERTICAL WEB MEMBER The graphic shown on tn`s detail is for generic illustrative purposes only. The exact location of strongback bridgicg 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 tre Fngineer of Record or Bui;ding Designer. The nailing requirements shown are consistent with ANSI/TPI 1 2002 for strongback bridging. IILV I LJL_ ; m1 L IIII . . Jy N.T.S -Not To Scale), SUSCogeacBp et idsDet5Sd386iba8REPA1 E _KTDesignCrit: TPI-2002(STO)/FRC VFLPLTTYP. Wave C. RT=I.00 i.25 iI0)D 7.3? 11 `11-'E - WAAM7Y E'lSSES PEAJ AE tTREXF CAAE SN SAI 0 xA D l++b SN3 SM S A Xb D a.CIi 4. TC L E P S F p1 R E F R D S I- 48357EFLSSt ,8 O] 4 CDH Oxf xT SAfCTi SX 0 1G 3 SS CO 3- T E SS TE S. TC. I Is OA NC[T SU! [ 3t3 'E}A NDA IA YA, 2211 D.11.00D A'35 CS Xt I' 0. C#IC 33C0 1 tE DATE 07 /28 09CV / V/ AIJ N SE x 0 S 3)1 !S) f0# SAfLi D. CT Lf5 DA OA T9 E S b :"ESE iYN iDx3. tXiC t n aThER CSC XGI RFD TOD tMDAO Sw LL xzvC DAUDs#tf a-TA.atEv 3SA.1t'UAaL DA NELS Al' dO.T.w 4N4}.0 s- k S Y , fADDE Eli 4..,-v C.:..WL. d' TC Dt PSF DRW ncusaoai o?2o9398 A .T ENgA. ACt f ' 8C DL PSF SMi 0A 7AMT •rip 5. CQP1 DEsIGI TI TIE ) S t t C Tr dt4 C 5 A-L XO 'V, 1 HC - E N G OR/DRAS #CSDO i] L[ GA pE 0 IS OtS S R 0 H i 3R q. E AS'n No. 6221 2ALPINECIStElSX4D14iIGSSGtASIDSi{S i 8 C L L P S F CO fCA S DDLIC btE 1011$ O.S 01 lis (xA. OW E 4 S-EC 91 PS A) AX IT% &C1 # CXNEC'O# D ES Ali OE 4 20/ S(tb{ f 53 5 Adb3 4. . bD f. x(x,SS} 4 STEAL ADP" # * C TOT D P S F AR 3 6N, AT S T £ALr,E55 DTX{ SE 04 TEC D. 13 D£SE4 . DCSITICX £. OAAwSR4b )60A-t, STATE OF f I txSDCCTION Of D i[S 0 4/ED Y ( y $ Ai. SE DER A%XL 3 •]Cf1 SEG.3. SEA:- 0. TXf3 _ ITW B.Ndi Ay Cc poM Omup Inc. DRAXLx4 IxDiCATES CC IA.CE Df Of CSSIOx ENbiX£EAIx4 AES 0 3 9 .TY 50 CLI f0A THE t.1I33 COnOC%£NT • 'F QfljQA' H81fiO3 City,FL 33'Hi DESISX SXO%X F SU TASIIIT +AS USE Of TtfIS CW ONENT f0A ANY SU7.Oi r IS TIE f.E 3DuMSIS1llTN Of iME +' '"•«•--- FLCO#o27a SUIEDEX<at314XEA xSI,TD1 SEt.:- Jul AONISLEN DUR FAC 5 FROM SPACING JREF 1TTQ081_ZI8 e e p Rason y Connectors o 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 $1s or greater, at 100 /o of the table load. Specify HUG. I HU is available with one header flange concealed when the W dimension is less than 21 e' at 100% of the table load. I 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, 7_MAX- and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using f'x2%' hex head Simpson Strong -Tie* Titee screws or for concrete walls using'/,`x 1 %, hex head Titan screws. Titan screws are not provided. j Drill the Ms' diameter hole to the specified embedment depth plus'/z'. I Alternatively, drill the 3/,B 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. i The hangers should be installed such that a minimum end and edge distance of 1'/z' is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. I i StT011g`,L"IB HUC41O These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Modal — Dimensions Fasteners_ Allowable Loads (DF/SP) No. W H B CMU Concrete Joist Uplift CodeDown Ref. 160) 100/115/125) HU26 1'Y. 3'/,c _ 2'/. 4-Y,x2'/, Tifen 4-'/.x1'/, Titan 2-10dx1 F 290 1545____-_, HU28' 19a 5'/, _2'/. 6lx2YTiten 6''/xiT;Titen 4-10dx1'k 575 2400 HU210 1YB— 7'A 2Y, 8-'/x23'+Titan 8-'/,xl%Titan 4-100114. 575 2400 HU46 3'/• 53Sc 2'/z 12-'/+X2T; Titan 12-Y,xNY Titan 6-10d 1085 3950 HU26-2 314 5% 2'h 12-%x2'/, Titan 12-'/,x1 4 Titan 6-10d 0085 3950 HU48 3% fi'1 a 2'r4 14-'/,x2'Y Titan 14-'/,xlY4 Titan 1085 4350 170 HU28-2 3/G 7 2'% 14-'/,x2'/, Titan 14-%,x13: Titan 6-10d 6 tOd_._- 1085 4350 HU410 3'A• 8/ 2'/z 18 '/x21, Titan 18 ''/,x13/i Titan 10-10d 1810 5085 HU210-2 3'/e 8% 2'/z 18-%+x23; Titan 18 '/,xis Titan 10-10d 1810 5085 HSURlL26 2 3'/e 4K 2'% 12-''/*0%Titers 12'/.x1T:Titen 4 16dx2'F 815 26255 1. Uplift loads have been increased for wind or earthquake loading with no further Increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength fc shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45• and achieve the same loads. 4. See page 159 for Titen screw information. Use stainless -steel Titen• screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest uftimate/3 or fastener calculation values. 7. NAILS: 16dx2'/z = 0,162' dia. x 2'/s' long, 10d = 0.148' dia. x 3' long, 10dxi'/z = 0.148' dia. x 1 W long. See page 22-23 for other nail sizes and information. HU41O installed on Masonry Block Sidewall HUC41O Installed on Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sidewall I sue__._....___._. _..7777=777 _ Plated Truss Connectors AAlternate Allowable Loads (%" Maximum Hanger Gap) HGUQ hangers provide similar capacities as HGUS double shear hangers, but they use Simpson Strong -Tie® Strong -Drive® SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: - Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4'/2' screws may be substituted for the longer length screws with no load reduction, or a shim block may used as approved by the Designer. OPTIONS: These hangers cannot be modified. CODES: See page 13 for Code Reference Key Chart. wtwmw ror ma or eannquake loading with nofurther ", wincrease allowed. Reduce where other loads govern- 2. Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads io accmrdance with ANSIITPI 1-2007- Simpson Strong -Tie'= Connector Selector,- Software includes the evalualimn of cross -grain tension in its hanger allowable ;Dads For additional mfoimmnnn, contact Simpson Strong lie 4. Simpson Strong -Tie Strong -Drive screws arx pujinhiwd to he instriled torouglr metal truss plates as approved by the Truss Designer, provided the requirements of ANSI)TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required through the plate using a maximum of rSr b t). SIMPSON SUW* Tie 1 w C 4 a q Ca IR u 5. SDS screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of 1 `into the last truss ply) may also he used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 6- Thq=sypporting y.. ai , must have adequate thickness to accommodate the screw length, so ; list the screw does not protrude out the back of the girder. 3" or 4'h' long SDS screws may be substituted for the longer SDS screws with no load reduction. 7. For installations to LSL, use the DFISP table loads. 137 Plated Truss Connectors 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'/s'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to'/' max. to allow for greater construction tolerances (maximum gap for standard allowable loads is Vaa' per ASTM 01761 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 for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Min. Heel Height Per Table end' f truss and __ carrying member HTU installation for Standard Allowable Loads for %" maximum gap, use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Inctaliatinn Alternate installation — HTU28 installed on 2x6 carrying member HTU210 similar) Standard Allowable Loads (%" Maximum Hanger Gap) Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HFAllowable Loads _ Code Model _ ____ - No. Heel Carrying Carved Uplift Floor Snow Roof Wind Upflft Floor Snow Roof Wind Ref, Height W H 0 Member Member (1111) (100) i (115) (125) (160) (160) (100)115j (125) (160) SINGLE 2x SIZES _ HTU26 3'h 15tis 3'h 20-16d 11-10dx1'h 730 2940 3045 3045 3045 630 1920 1920 1920 1920 T__ HTU26(Min) 3'h 1% 5As A 20-16d 14-1Qdxlf 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 HTU26 (Max) 51h 1% 5'% 3'h, 20-16d 20-10dx1'h 1555 2940 3340 360Q 4Q10 1335 2530 2870 3Q95 3450 17, HTU28 (Min) A. 1% T/6 3'h 26 t6d 14 tOdXl 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 (Max) 7'/+ 1% 7'/6 3'h 26-16d 26-10dxi'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 f22 HTU210 (Min) 3% 1% 9'/,e 31h 32-16d 14-10dx1'h 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210 (Maxj 9Y. 1% 9'/s 3'h 3216d 3210dx1'h 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES 46 _5 5 _ HTU26-2 (Min) 3T/6 3%s 5'/e 3'h 2016x1 1410d 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2(Max) 51h 3Ye 5'%6 3'h 20-i6d 20-10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855 HTU28-2 (Min} 3% Va 7'/6 3'h 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 L17 HTU28-2 (Max) 7'/4 3Vis 7'A6 3'h 26-16d 26-1_0d 348_5 _3820 4340 4680 5850 2995 3285_ 3730 4025 5030 F22 HTU210-2 (Min) 3% Vo 9'/,6 31h 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210-2 (Max} 9'/, 3i4s 9'/ia 3h 32-16d 321Od 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and ANSVrPl 1-2007 Simpson Suon4 Tie' Connector Selecto+' So,?' re 11 cl, des I the carrying member, the evaluation of cross -grain tennsicn initsangerallowableloadsf ,r tddnional 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. information, contact Simpson Strong -Tie, 3. Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2-ply 2x carrying member for single allowed; reduce where other loads govern. 2x carrying members, use N10 (10dx11h") nails into the header and reduce the allowable download to 0,70 of the table value. The allowable uplift is 100% of 4. Wind (160) is a download rating. 5. For hanger gaps between '/i and'h' use the Alternate Allowable Loads. the table load. 6. Truss chord cross -grain tension may limit allowable loads in accordance wli h 8. NAILS: 16d - 0.162' dia. x 3'h' long, 10d - 0.148' dia. x 3' long, 10dxi h = t 0.148' dia. x 1'/z' long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 20 and 2x6 Carrying Member Min Minimum Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code MNo I He Heel ght Carrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. Member Member Member (16o) (too) (115) (125) (160) (160) (100) (115) (125) (160) HTU26 ( Min) 3% 2-2x4 10-16d 14-10dxl!4 925 1470 1670 1800 2040 795 1265 1435 1550 1155 HTU26( Max) 5'h 2-2x4 10-16d 20-10dxllh 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 A, L17, HTU28 ( Max) 7'/, 2-2x6 20-16d 26-10dxi'h 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F?? HTU210 ( Max) 9%. 2 2x6 20-16d 32 tOdxt'h 2760 2940 3340 3600 3 005 2375 2530 2870 3095 3360 i See titbgs athnve for dimensions and ad4ltiortai.frantnaSes. ,4. NAILS; 16s1 0.162" dla..a 3;'.,tongM tpdxi Y p.148` dia_ x 1 icm • g , 2. Maxhom hanger gap tar the alternate Installation is A*. See page 2223 for other nail sizes and information. 136 3. Wind (160) Is a download rating. These products are available with additional corrosion protection. Additional products ontthispagemayalsobeavailablewiththisoption, check with Simpson Strong-Ae for details. ESON tne Pr These products are approved for installation with the Strong -Drive SDStructural -Connector screw. See page 27 for more information. Model Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads No Ga eight LW I,g Carrying carried Uplift' Floor Snow Root Wind Uplift' Floor` Snow Root Wind Code Member Member (160) (100) (115) (125) (160) (160) (100) (115 ) (125) (160) net. DOUBLE 2x SIZES Y 66S24-2 2'/4 18 3% 31A 2 4-16d 2-16d 440 800 910 985 1250 380 680 780 845 1070LUS26_2 4Ya 18 3% 4'/e 2 4-16d 4-16d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 HHUS26-2 4Ye 14 3Ye 5% 3 14-16d 6-16d 1550 2785 3155 3405 4265 1335 2390 2710 2925 3665 s HGUS26-2 4Ye 12 N6 5J% 4 20-i6d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 LUS28 2 4Yra 18 3% 7 2 6-16d 416d 1165 1315 1500 1625 2060 1000 1125 1 1285 1390 1765HHUS28-2 6Ye 14 3Yie 7'/ 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17, F6, L17 HGUS28-2 6Ye 12 3M. 7Ye 4 36-16d 12.16d 3235 7460 7460 7460 746Q 2785 6415 6415 6415 6415 I7,L17,F23LUS2102fi'/,8 18 3' 9 2 8-16d 6-i6d 1745 1830 2090 2265 287Q 1500 1565 1785 1935_ 2455 17,F6,L17HHUS2f0-2 8% 14 3Ye 8'/a 3 30-i6d 10-16d 4000 5635 6380 6880 717 3525 4835 5270 5380 5765HGUS210-2 8Ys 12 3Yc 9Ya 4 46-16d 16-16d 4095 9100 9100 _9100 9'00 3525 7465 7730 7825 7$25 17,L17,F23 TRIPLE 2x SIZES- HGUS26-3 41Ye 12 4'Ye 5Ys 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 420Q 4500 4795HGUS28-3 6'Ya 12 415/e 7Y. 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-3 8'3Sa 12 414. 9% 4 46-i6d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825HGUS212-3 10% 12 41$A. 10?6 4 56-16d 20-16d 5045 9600 9600 9600 9600 5 7825 17,Li7,F23 4335 8255 8255 78278258255 HGUS214-3 12Ye 12 4135, 12 4 66-16d 22-i6d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2xSIZES _ HGUS26- 4 SYz 12 6% 5T4e 4 20-16d 8-16d 2155 4355 4875 5230 5575 1$55 3750 4200 4500 4795 HGUS2847'/, 12 63Sa 7Ye 4 36 i6d 12 i6d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 HGUS210-4 9/. 12 64. 9Y8 4 46-i6d 16-16d 4095 9100 9100_ 9100 910a 3525 7825 7825 7825 7825 17,L17,F23 HGUS212-4 1058 12 6Ye 10% 4 56-16d 20-16d 5045 9600 9600 96Q0 960Q 4335 8255 8255 8255 8255 HGUS214-4 125/e 12 6Ye 1215 4 66 i6d 22-i6d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 4x SIZES LUS46 4% 18 3Ye 4% 2 4-16d 4-i6d 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17,F6,L17 HGUS464%e 12 3% 4rA6 4 20-16d 8-16d 2155 4355 4875 5230 5575_ 1855 3750 4200 4500 4795 HHUS4643e14336SYs314-i6d 5-16d 1550 2790 3160 341Q 4265 1335 2390 2710 2925 3665 17, L17,F23 LUS48 4Ye 18 3Ye 6Y 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 i125 1285 1390 1765 HUS486Ye143%ie 7 2 6 i6d 6-i6d 1550 1595 1815 1960 2470 155Q 1365 1555 1680 2115 17, F6, L17 HHUS4$ 6+ 14 3Y, 7A 3 22 i6d 8-i6d 2000 4215 4770 5150 6440 1-6, 3615 4095 4415 5535 aHGUS486tie123Ye714e436-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415lip 17, L17,F23 LUS410 fiY 18 33e BY 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 o HHUS410 8% 14 31e 9 3 30-16d 10 i6d 3745 5640 6385 6890 7165 3440 4835 5480 6910 6165 17, F6,L17 HGUS410 8'/s 12 3Ye 9is,. 4 46 i6d 16 i6d 4095 910Q 910Q 9100 9100 3525 7825 7825 7825 7825 17, L17, F23 HG11S41210'/e 12 315 10Ye 4 56 i6d 20 i6d 5Q45 96Q0 9600 9600 9600 4335 8255_ 8255 8255_ 8255 HGUS41411%e 12 314 12Y6 4 66 i6d 22 i6d 5515 1Q100 10100 10100 10100 4745 8685 8685 8685 8685 17. L17 1. Uplift (cads have been increased 60% for wind or earthquake loading with no further _ ANSO PI 1-2007. Simpson Strong fie - Connector Selectorl" Software includes increaseallowed. For normal loading apphcatlons such as cantilever construction - the evaluation of cross -grain tension in its hanger allowrable loads_ For additional refertoSimpsonStrong -Tie"' Connector Selector'sottware or conservatively information, Contact Simpson Strong -Tie dividetheupliftloadbyi.6. 5. Loads shown are based on minimum of 2-pry 2x carrying member. With 3x carrying 2. Wind (160) is a download rating. members, use 16dx2W nails into the header and 16d commons into the joist with no k3. Minimum heel height shown is required to achieve full table loads. For less than load reduction. With single 2x carrying members, use 10dx1 1/2' nails into the header eminimumheelheight, see technical bulletin T-REDHEEL (see page 232 fordetails). and 10d commons Into the joist, and reduce the load to 0.64 of the table value. 4. Truss chord cross -grain tension may limit allowable loads in accordance with 6. NAILS: 16d = 0.162" dia. x 3'.4' long. See page 22-23 for other nail sizes and information. 4 C C a 135 S1MpSON LUS/MUS/HUS/HHUS/HGUS/HUSC DoubieShearJoistHangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. f...... All hangers in this series have double shear nailing an movation that distributes the load through two points on each joist nail for reater strength. This allows for fewer nails, taster installation, and the use f all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the iighest capacity HGUS hangers. For medium load truss applications, the AUS offers a lower cost alternative and easier installation than the HUS or HA hangers, while providing greater load capacity and bearing than the LUS. AATERIAL: See tables below and on page 135. INiSH: Galvanized. Some products available in stainless steel or ZMAXO coating; see Corrosion Information, page 14-15. NSTALLATION • 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. PTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (3'/a") and 4x only, with no load reduction. See HUSC i Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. j 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. These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong- Tie for details. OF These products are approved for installation with the Strong -Drive SOStructural -Connector screw. See page 27 for more information. Model Mina Heel Gal TI—Dimensions Fasteners Carrying Carried No. Height W H 8 Member Member SINGLE 2x SIZES LUS24 25/e 13; 4-10d 2-10d t8 1 i. 43, 1'/, 4 tOd 4-10dLUS264'/. MUS26 4'Y,. 18 2 6-10d 6-10d HUS26 4Yi. 16 3 14-16d 6-i6d HGUS26 MAs 12 1% 5% 5 20-i6d 8-16d 4'4s 18 i%. 6% 1Y. 6-10d 4-10dLUS28 MUS28 6Y/6 18 13;. 6115. 2 -8-10d 8-10d a HUS28 614 16 1% 7 3 22-16d 8-16d HGUS28 615. 12 1% 7'/. 5 36-16d 12-16d LUS210_ 4K 18 1§. 7'1;, 1Y_, 8 0d 4-10d HUS210 8% 16 1% 9 3 30-16d 10-16d e table on page 135 for allowable loads. i' for 2x5 - 1'4a for4x's e " • H 0 c O c w, a LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) a? Double Shear Nailing Top View OF Allowable Loads SP Allowable Loads Model AtNeUpliftFloorSnowRooflift' Floor SnowRoof 160) ( 100)(115) (125) 60) (100) (115) (125) SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 896 w LUS26 1165 865 990 1070 1355 1165 940 1075 1165 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 H6S26 1550 2720 3095 3335 3335. 1550 2950 3335 3335 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 l 81165 1100 1255 1360 1725 1165 1200 1365 1480 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 HUS28 2000 3965 4120 42?-0 4335 2000 3790 3960 4070 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 r- LUS210 1165 1340 1525 1650 2090 1 1165 1445 1660 1795 tiUS21u 3f°o 4255 4,145 4575 5020 V00 4105 4310 4450 Note: For dimensions and fastener information, see table above. See table footnotes on page 135. MUS28 HGUS28- 2 I c P c F P P HUS210 HUS26, HUS28, and HHUS similar) a P ff I ` HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) ht n cuutpau INGG, I ... V Double Shear i Dome Double Shear Nailing ! Nailing Side View Side View j (available on Do not i some models) bend tab U.S. Patent 5,603,580 SPF/ HFAllowable Loads _ Code Wind Upiitt' Floor Snow Root Wind Ref. 160) (160} ( 100j (115)v (125) ( 160) 1135 420 575 655 _ 705 1475 1005 740 845 915 1160 17, F6, L17 1825 940 1110 1265 1370 1570 3335 1335 2330 2650 2820 2865 5390 1520 3750 4200 4500 -4635 L17 1835 1005 940P 1075 1165 1475 2645 1335 1475 1690 1830 2275 17, F6, Lt., 4335 1720 2905 3035 3125 3435 7275 2595 4960 5160 5290 5745 _L17 2270 1005 1145 1305 1415 1745 17 F6, L1: 4930 2580 , 3150 .3315 _ 3425_ 3,819, . En-pineered Wood & Structural Composite Lumber Connectors These products are available with additional corrosion protection. Additional products onf this page may also be available with this option, check with Simpson Strong- Tie for details. I u LA CODES: See page 13 for Code Reference Key Chart. Actual 13/zx Dimensions Fasteners Allowable Loads OF/SP Species Header SPF/HF Species HeaderJoistModelNo. Ga Min/ Code Uplift Floor Snow Root Floor Snow RoofSizeW15%201 Max Face Joist Ref. 12-16d 160) 100) 115) 125) 100) 115) 125) 1 4 x 5}4 HU1,81/5 t4 1'%a Min 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19, L12, F81'%a 5% 2'h Max i6-16d 6-10dx1'h 915 2380 2685 2890 2050 2315 2490 13; x 7'% HU7 14 1'4a 6"/,. 2'F Min 12-16d 4-10dxl'Ai 610 1785 2015 2165 1540 1735 1865 1'%e 6"/e 2Ye 3---- Max16 i6d 8-10dx1'h 1515 2380 2685 2890 2050 2315 2490 19 F$ L12 HUS1.81l10 16 1'%a 8Ya 30 i6d4Y4'74-SDSY4*x1%' 3000 5135 5295 5400 4705 5105 5195 19, F23 1%x9% HU9 1'%a 9%a 2Yz Min 18-16d 415 2680 3020 3250 2305 2605 2800 14 1 "he 995a 2Ya Max 24-i6d1895 3570 4030 4335 3075 3470 3735 19,F81L12 HUG01.8U9 SDS 1'%e 9 3 8-SDS'/.'x115052000 2300 2500 1440 1655 18009161'%a 8'6 3 30-16d3000 5135 5295 5400 4705 5105 5195 F23 i'/ x HU11 1'%s 11'/c 2'/z Min 22 i6d 6 tOdxt'h 915 3275 3695 3970 2820 3180 3425 11Y' 11Ya 14 1'%a 11'fa 2'h Max 30-16d 10-10dx1'/i 1895 4465 4705 4810 3845 4340 4600 19,L12,F8 HUG01.81/11-SDS 1 "As 11 3 10-SDS Y: x1 W 4-SDS Y: x_t %' 15Q5 25Q0 2875 3125 1800 2070 2250 HUS1.81/10 16 1%6 8% 3 30-16d 10-16d_ y 3000 5135 5295 5400 4705 5105_ 51g5 19,F23 U14 1'Yia 10% 2 14-16d 6-10dxlYi 1110 2015 2285 2465 1_7_35 1965 2120 1 ii X 14 HU14 1'%a 13"tie 2% Min 28-16d 8-10dxl lh 1515 4165 4420 4505 3590 4050 4335 19, F8, L12 1'34e 13'Ye 25i Max 36-16d 14-10dx1'% 2015 5055 5275 5420 4615 5000 513014 v HUC01-81/11-SDS 1'%e 11 3 iQ SDS''/'xt%' 4 SDS'/: x1Y: 1505 2500 2875 3125 1800 2070 2250 19. F23 HU48/HUC48 3% 6'%e 2Ya Min 10-i6d 760 1490 1680 1805 1280 1445 1555 14 3%e 6'%e 214 Max 14 i6d 4-10d 6 10d 1135 2085 2350 2530 1795 2025 2180 19 L17, F6 3Yz x J'/ HU348 3% 6'%e 2 6 i6d 6 i6d - 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3% 4'6 47'k 4 01- 20 i6d 8-16d 2155 4360 4885 5230 3750 4200 4500 19 F23 4HUS48 `- 14 3% 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% T/e 4 36-16d 12-16d - 3235 7460 7460 7460 6415 6415 6415 i9.F23 - U410 U410 16 3% 8% 2 14 i6d 6-1 Od 1110 2015 2285 2465_ 1735 1965 2120 HUS410 3%a 8'%e 2 8 i6d 8 16d 2990 2125 2420 2615 1820 20T0 2240 HU410/HUC410 3%e 8% 2'h Min 14 i6d 6 tOd 1135 20$5 2350 2530 1795 2025 2180 19, F$, L12 3Yz x 14 3%e 8% 214 Max 1816d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS4109'h - 9'h 3% 9 3 30-16d 10-i6d 3735 5635 6380 6880 4835 5480 5910 HUC0410-SDS 3%e 9 3 12-SDS'/,'X2%' 6-SOS Y: x2Y:' 2510 4680 4955 4955 3370 3570 3570 HGUS48 12 3% 7tie 4 36-16d 12-16d 3235 7460 7460 7460 6415_ 6_415 6415 19, F23 HGUS410 3% 9tia 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 U410 16 3%e 8% 2 14-16d 6 tOd 1110 2015 2285 2465 1735 1965 2120 HUS412 3%e 10'h 2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 HU412/HUG412 3% 10%a 2Ya Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315 2490 19,F8,L12 14 3%a l0%e 2'h Max 22-16d 10-10d 189_5 3275 3695 3970 2820 3180 3425 a 11h HHUS410 3% 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS 3%e 11 3 14-SDS'/i x2Yz' 6-SDS Y+'x2%' 2510 5460 5560 5560 3930 4000 4000 HGUS48 3% 7Ya 4 3616d 12-i6d 3235 7460 7460 7460 6415 e_... 6415 6415 HGUS410 - - 12 3% 9'/a 4 46 i6d 16 16d 4095 9100 9100 9100 7825 7825 7825 9.F23 HGUS412 3% 10%e 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 U414 16 3%e 10 2 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 HU416/HUC416 3%e 13% 2Yz in 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 14 A. 13% 2Yz Max 26 i6d 12-10d V 2015 3870 4365 4695 3330 3760 4045 19 F8,L12 3'hx14 HHUS410 3% 9Y,6 3 30-16d 10-i6d 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 46-16d i6-16d 4095 9100 9100 9100 7825 7825 7825 HGUS414 3Ys 12'fie 4 6616d 22 i6d 5515 10100 10100 10100 8685 8685 8685 19, F23 HUC0412-SDS 14 3%6 11 3 14-SDS'x2'h' 6-SOS ''/x2'W : 2510 5460 5560 5560 3930 4000 40Q0 HU416/HUC416 14 3%e 13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 3%e 13% 2'h Max 26.16d 12-10d — 2015 3870 4365 4695 3330 3760 4045 19 F8 L12 3'hkl6 HGUS410 3% 9/s 4 46-16d 16-i6d 4095 9100 9100 9100 7825 7825 7825 HGUS412 12 3Ye 107% 4 56-i6d 20-16d 5045 9600 9600 9600 8255 8255 8255 US414WU 3% 12% 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 19. F23 C0412 SDS 14 3%e 11 3 14 SDS Y.'x2'/z' 6-SRS'/,'x214' 2510 5460 5560 5560 3930 4000 4000 1, Uplift loads based on OF/SP lumber and have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails and 0.72 x DF1SP Uplift oarl er products requiring screws 2. 10d commons or 16d sinkers may be used instead of the specified 16d at 0.84 of the table load value. 3. 16d sinkers may be used instead of the specked i0d commons with no load reduction, 0 u 4. MIN nailing quantity and load values --fill all round holes; MAX nailing quantity and load values -fill all round and triangle holes. 5. Hangers sortnA In girder of recommended selection for best overall pertart .c rid ri,'td,ut xdiue,` „ x 6. Allowable downloads are based on a joist bearing capacity of 750 psi. 7. NAILS: i6d = 0.162' dia. x 314' long, 10d = 0.148' dia. x 3' long, 10510dx1'/z = 0.148' dia. x 1'/2' long. See page 22-23 for other nail sizes and information. Solid Sawn Joist Hangers SIMPSON kRI LAdjustable Truss Hangers T sIll Product is Preferable to similar connectors because of ar a) easier fastallaflon, bil higher loads, c) lower installed cost, of a combination of these features. 2W The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 4x2 floor trusses and 4x beams, the THAR/1_422 has a standardskewof45'. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof42trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAX6coating; see Corrosion Information, page 14-15. INSTALLATION: - Use all specified fasteners, See General Notes. IP cThefollowinginstallationmethodsmaybeused: i Typical THA Top FlangeTopFlangeInstallation —The straps must be field formed over the i • Installationheader - see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top nails shallIfromtheedgeofthetopflangemembers, not be within 1/4' For the THA29, nails used for joist attachment must be driven at an angle so that the penetrate through the corner of the '(Dist and into THA41 a THA29 the header. For all other top flange installations straighten thedoubleshearnailingtabsandinstallthenailsstraightintothe joist, Attachment Top nails per table Face nailsFaceMountInstallation —Install all face nails according to the table, of nailer peNotallnailholeswillbefilledonallmodels. On models where there Designer r 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 edge) Typical THA29 so that they penetrate through the corner of the joist into the header. Face Mount Installation Alternate Installation —The THA 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemountinstallationandachievethefacemountinstallationloads. Install thetabulatedfacenailsintothefaceandtopofthecarryingmember. Nailsusedforthejoistattachmentmustbedrivenatananglesothattheypenetratethroughthecomerofthejoistintotheheader. Uplift --Lowest face nails must be filled to achieve uplift loads. r flanges turned in for W shear nailing tabs and install OPTIONS: - THA hangers available with the header Straighten the double except THA413) and larger, with no load reduction — order THAC hanger. WFto per table In from # Typi,4a1A29 CODES: See page 13 for Code Reference Key Chart. nails straight into the joist lypica I THA Top Flange Installation Double Double Shear Dome Double Shear on a Nailer Nailing Side ViewShear Nailing Side View (except THA29) Do not bend tab (available onNailing T View unless otherwiseTopew i some models) noted I 1W for THAC422 U.S. Patent 5,603,580 2W for THA422-2 - These PrOducts are available with additional corrosion protection. A - aditional products 1 0 - 1 - 111 THAC422 THAR/1.422 7 this Page MY also he available with this Option, check with Simpson Strong -Tie for details i'." 1 I IJ Ii.""""'. Min., Min.TZ In Member No- Ga[W7HnCTop Heade Flang Depth TOP FLANGE INSTALLATION Floor I Snow Root WIWI Floor I Snow I Root I Code 1 004 1 1 (100)1(115)1(125)1 Ref- 11935 11935 1 1935 2095 95 2095 18, F7, L15 d. I YIx 18, F7, L15J 44 5 a',' 1675 J L5 4 J5 _4& 3330 3330 3330 86 1 3333WQ 2865 2!865 2865 3jO .11M 170r3S30j3 - 2x THA213 18 1% 13Y,, 4-!Od 560 212 x6 IHAZ18 2x10 THA21,- 450 450 2X10 TWAO2 6 185 18, F7. FX 4 10d 5 L15 0 010 16d — 075 16d - 11 __ 85 b-160 3695 3695 3695 1595 1 185 6-16d 1855 4550 4550 4550 1595 3915 391 39- F236-1 d 1855 5160 5520 5520 1595 4440 4745 4745 401. i 6d sinkers may be usad to replace i6d 16d- 1855 5520 5520 5520 1595 4745 4745 170 commons at 0.85 of table load. Uplift has been increased for wind or earthquake loading with no 5. For top Hangs installation on a nailer (see detail above), install joist nails straight by bendingshear2. the double tabs' further Increase allowed; reduce where other loads govern. 6. For single 2x d 3x nailers, the toll( v;r? THA hangers can be installed using 1061 W.top nails, 1`13!15 w!lh4. L422 with 4-10d top nails and 2-110cl Me i WhenIb$'. reduced aal,)wyi ile loads as flted: THA4forSPF; THA426: 2245 lbs. for DFL, 1930 lbs. for SPE 18'T+iA422:1415 lbs, for DFL, hanger height Is between 9- to 12', the allowable download is 1440 tbs. for DFL and 1210 lbs. for SPF No further 7. Min, Top Flange refers to the minimum length of strap that must be field -formed over the header. 8. NAILS: 16d = 0.162' dii x 31/2'long 11662% increase allowed. 0,162"dia. x 21/2' long, 10d = 0.148"dia. x X long, I 0dxI 1/z = 0.148'dia. x 11/2'long. & page 22-23 for other nail sizes and information. 89 01 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements GENERAL NOTES Purtins required 2'-0'* O.C. in absence of plywood sheattiing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overtap sheathing one truss spacing minimum, In cases that this is impractical, overlap sheathing a minimum of 6', and nail upwards through sheathing into Pullin with a minimum of "d 101 31"x2.5') common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height; 14'-0' Maximum mean roof height: 30 feet ASCE 7-OS, 140 mph, Enclosed, Cat it, Exii 8, 1=1.0, KZt--1,0 or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kztzl,O TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 paf (TL) and 20 pSf (TO) Max. a the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gerad between Tows. TYPI InitectiOn Requirement Notes W rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nits 8 16'd face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 7x6 sleepers 4 16d toe -nails 5. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss I Z! 6. Ridge board to roof block 4 16d toe -nails BEVEL RAFTER CUT AS REQ'O FOR Pa7 CH 7, Adge board to truss 4 16d Itoe-nails Qi 4 6 & Puffin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to Cripple 4 16d toe -nails 11. Truss to cripple 4 16d toe -nails designed by otniml 7.4 BLOCKING, 12. C1;ipte to purfinapplied) 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED} 13. Collar beam to rafter CRIPPLE, BRACING, & BLOCKING NOTES 4 16d tot -nails NOTE: i6d (0,162"x3.5') COMMON NAILS 2x4 continuous lateral restraint fCLR) Thin. is required for cripples 8'-0- to 10'.0- 1 nailed W 2 .10d (0.148"x3") nails. Or 2xii "r'or scab reinforcement nailed to flatvg. Of Cripple With 104JO.123-x3.0-) nails at S" ii.c. -T" or scab must be 90% of cripple length, Cripples over 10'-0 long recurs, two CLR's or both faces w/ -r 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 it sleepers are not used 4ristali blocking under Cripples if Cripples fall 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. H. 0000" VAIM43- READ AM FUAJW ALL MIT= Qh T= WAV2Q Z OFMT*ff FXXRH has taw ia; M WA. Wfrwmis VcLuttips rw DCTN_t a T-- ." ero^e e — *, — =" Z t u l Xu f &CSI 3,A0V con Safety by TF11b:L :;,. V tr~ furcll :nsUli— V u P—W tero—y bbcry PW= I property attache structuro, rhratns,e one x?'.A h-- . ;I.P.11y C.014 L-.U— whom f- ;.—t u,t-A U h.- b—kv k-WAd err .Ctb- 10, 17 - Ila, - PPUb.. Apo, ;At- U -C;' 4 tress — p-yb- - W- b.- -d Z7 V. _kk't lit s"d JW_ U .*V. 16"-Z ou, P-1*,_ P't"'s " ""' iF*- . 0410- f 1W "dnQ Conporrntx &-,p b- shay -1. lXsp for -1yANITWCOMPANYut, an f0— W w,fid Vx tr— n C-f- h" AKSI/TPI 1, - for P-Wg, 04F, 4 W-kv f V-- PqK W"v f Pfsmww 61% b; t fftd of I S-Z n, tr— - b sn- TPI, -- APkt.-V Svc* = _x—f.— No. 70861 STATE OF ..i 4 0 R 11) i (3) (** I' l, 20? '30 40 54 D 103 20 7 BC ? 0 1 0 50 47 61 FAC 1 251/1 15 SF- A',".NG SEE ABOVE REF VALLEY FRAMM, DATE" 1 Cl, (,1 jA 4 DRWG VACNV2801015 item seal # Truss 1 033,18.1343,21036 Al 3 033,18.134119534 Al 1 5 033,18.13411 9W Al2 7 03118,1343,21394 13 9 03118,1343.22112 A14 11 03118.1343,21488 AIS 13 033,18,1343.21737 A16 15 033,18134124331 C 1 17 03118.134124722 BI 19 033,18A34121098 BlS 21 03118,134124332 82 23 03318,1343.23566 DDT 25 033,18,1343,23722 D3GT 27 033,18A343,19878 DGE 29 033,18.1343.21909 EIA 31 033,18.1343.20784 W8A 33 033,18A343.20160 MVSA 35 03118134121207 MV4A Alpine, an ITW Company ALPINE Ci*n Mfnrm +inn• Customer. Carpenter Contractors of America Job Number: N330142 JobDescriptiorlVARIOUS ,9A6/9A7 ,205MA/205TA/205SE ,01/ ,R/01 Address. City, State, Zip: Item Seal # Truss 37 033,18.1343.24535 HJ7 39 033,1& 1343.21597 HJ2A 41 033,18.1343.23612 EJ7T 43 033.18.1343.23487 CJST 45 033.18.1343.21347 CJ1A 47 033.18.1343.22206 CJ 1 C 49 033.18.1343,19706 CJ5 51 033.1& 1343.21487 CJ3 53 033.18.1343.21691 CJ3B 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone,( 800)755-6001 alpineitw. com Item Seal # Truss 38 033.18.1343.23707 HJ7T 40 03118.1343.21817 HJ2 42 033.18.1343.21457 EJ2 44 033.18.1343.23598 CJ3T 46 033.18.1343.21972 CJ1 B 48 033.18.1343.20503 EJ7 50 033.18.1343,21534 CJSB 52 033.18.1343.19800 CJ1 V . ll Lbti4 V • e R ATE R ae w.•'•' f y,'F s fNAt This document has been electronically signed and sealed using a Digital Signature. Printed copies withoVt an original signature must be 02/ 02/20I 8 verified using the original electronic —,ion. Florida Certificate of Product Approval #FL1999 Printed 2/2/2018 4:01:41 PM JobNurmber. N330142 1 Ply 1 SEQN:441391 T60 v COMN; CuSt R8975 JRef IW8589750188 VARIOUS Qty: 8 FROM. PFH DrwNo: 03118.1343.21035 Truss Label: Al SSB / WHK 02/02/2018 1_ .__ 6'2.'2 _. ..... 11512 ''-• ___. 20 226 .... 28 93'9"1440 a... ___.. .... _._. 2 .._,,. 6'2" 2 ._ 51319 8'6"4 7 6 G' 5914 6.2:2.. 6X6 EF T2 12 4X8 4X4 5. 9 Q a1 r .G NW8_ N a o tom. — 4 1 S B2 R i0 (a) m H0610(SRS) 4X12 \ W9 1 terL aA .-°`. B, 4. - -z. h V =- _ 4X12(At) Uf 12- 296 H0510 = 6X12 K4X8(63) 40. -. ...._.. Y Y 5' 6"2 513"9 8'8"4 VC 5'6" 5'9"14 6'2"2 1' 8' 67" 2.._ ... 11'5"12 ' 20'2" 21'6"1.. 26' 33'9"14 40' Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg Pf in PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20, 00 Wind Std: ASCE 7.10 Pg NA Ct NA CAT. NA, PP Deflection in loc L/defl L/# Loc R / U 11 / Rw / Rh / RL 1 W TCDL: 17, 00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.377 S 999 360 U 2042 / 580 / 1396/ - / 412 8 0 BCLL 0. 00 Enclosure: Closed Lu. NA Cs: NA j VERT(TL): 1.455 S 520 240 1 2037 / 581 / 1410/ - / - 8 0 BCDL: 10. 00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.213 K - Wind reactions based on MWFRS Des Ld. 47.00 EXP: C HORZ(TL): 0.518 K U Min Brg Width Req = 2.3 NCBCLL 10. 00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 1 Min Big Width Req = 2A TCDL: 4. 2 psf Soffit: 0, 00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,810 Bearings U & I are a rigid surface. BCDL: 5. 0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.634 Bearings U & I require a seat plate. Spacing: 24. 0 " C&C Dist a: 4,00 ft i Rep Factors Used: Yes Max Web CSI: 0.825 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpr 0, 18 Plate Type(s): Chords Tens Comp.. Chords Tens. Comp Wind Duration 1.60 WAVE, HS VIEW Ver 17.02 01A 1115.21 B - C 3596 - 6575 F . G 2172 - 3754 Lumber C - D 3302 - 6100 G - H 1896 - 3177 Value Set: 13B (Effective 6/1/2013) D - E 1875 - 3187 H - 1 2119 - 3744 Top chord 2x4 SP #1 :T2 2x4 SP 2400f-2,OE: E - F 1907 -3038 Bat chord 2x4 SP #1 :B1 2x6 SP SS: 132 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4SP #3 :W4, W8, W9 2x4 SP #2 N: Chords Tens. Comp. Chords Tens. Comp Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC B - T 5960 - 3106 O - M 3244 - 1437 T - S 6010 - 3112 L - K 3266 - 1687 Bracing S - R 5290 - 2590 K - 1 3268 - 1687 a) 1X4 # 3SRB or better continuous lateral restraint R - O 3265 - 1445 to be equally spaced. Attach with (2) 8d Box or Gun nails(0. 113"x2.5",min.). Restraint material to be Maximum Web Forces Per Ply (Ibs) supplied andattachedatbothendstoasuitableWebsTens.Comp. Webs Tens. Comp, support by erection contractor. a) or scab reinforcement may be used in lieu of CLR nnttdlr ey C - S 407 - 397 F - M 1344 - 702 restraint. substitute ( 1) scab for (1) CLR and (2) scabs for ( 2) CLR'S where shown. Scab L` i 41 v S - D 1689 - 796 M - G D - R 1604 -2734 M - L 591 - 171 3109 - 1512 reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun Q 4 S w`«•• E - R 2153 -1271 G - L R - F 885 • 1348 L - H 507 - 1021 434 570 nails @ 6" oc. i f Plating Notes i p o. 648 i All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design, ATE i ter? '•.mac R "` K Laterally brae BC above filler @ 24" O.C. (or as designed )Including a brace on BC directly above+ Q{v`. both ends of filler(if no rigid diaphragm exists at 0 278 t that point) klINitl? Outfit tt 02102/20I 8 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlingg shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary cing per BCSI._ Unless noted otherwise,top chord shall have properlyy attached structural sheathingg and bottom hord shall have a propperly ached rlpld cedlnq Locations shown forpermanent lateral restraint Of webs shall hav bracingg Insjailed p r BC I sections B3, B7 or 810, applicable Apply plates to each face otPtruss and position as shown above and on tI a Joint Details, un ess noted otherwise. Refer to ALPINE wings 16OA- Zforstandardplatepositions. ine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawint any failure to build the owcouw. as In conformance with ANS 1 1 1, or for handling, shipping, Installatin and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. ing this drawingg indicatesacceptanceofpro) essional en meenng responsibilittyv solely for the des i n shown. The suifabthty Suite t 50 i use of thisArawingforanystructureistheresponsibilitoftheBuildingDesigrSerperANSIrrPI1W.2. more information see this Job's general notes page and these web siter. ALPINE. www. alpineitw.com: TPI: www.tpinsl.orq; SBCA: www.sbcindustry.com: ICC. www.iccsafe.orq Orlando FL, 32837 Job Number N330142 VARIOUS Truss Label: A4 Ply 1 SEON 44140 / T32 / HIPS L Cust RR8975 JRef 1W8589750188 Oly 1 FROM PFH DrwNo 033.181343.20425 KM / DF 02/02/2018 22'6" 6'0'•6 11'5'12 1921' 28'1"12 3311'10 40' t 6' 0"8 - 5'5"5 754 2 5772 59`14 606 6xri 6E6 T3 F 12 t' 5.4"6 55"5 76'4 26" 5'7"12 59"t4 .a.. 6. 0'6 1' h 8; 6. 0.•6 'i` 17' S"12__... _. _. 19 .. _._ 216 t „ _..28'1"72 Ba'11''10 a0' Loading Criteria (psf) ( Wind Criteria 1 Snow Criteria (PgPf in PSF) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT N) TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10,00 Risk Category: II Snow Duration. NA EXP. 0 Des Ld 47.00 Mean Height: 15.00 ft NCBCLL 10.00 1 TCDL: 4.2 psf Code t Misc Criteria Soffit: 0.00 BGDL: 5.0 psf Bldg Codei 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: 4.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE, HS Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #1 :T3 2x4 SP #2 N: Bot chord 2x4 SP #1 :B1 2x6 SP SS: Webs 2x4 SP #3 :W9. W10 2x4 SP #2 W Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #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 0,1280" gun nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace BC above filler @ 24" O.C. (or as designed ) Including a brace on BC directly above both ends of filler(if no rigid diaphragm exists at that point) Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0 392 T 999 360 VERT( TL): 1.511 T 500 240 HORZ( LL). 0222 L - - HORZ( TL): 0.539 L Creep Factor: 2 0 Max TC CSI: 0.822 Max BC CSI: 0 911 Max Web CSI: 0,941 Maximum Reactions (Ibs) Loc R 1U !Rw /Rh 1RL /W V 2042 1581 / 1395/ - 394 / 8A J 2037 / 582 / 1410/ - /- / 8 0 Wind reactions based on MWFRS V Min Brg Width Req = 2.3 J Min Brg Width Req = 2A Bearings V 8 J are a rigid surface. Bearings V 8 J 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. VIEW Ver 17 02 01A 1115 21 B - C 3569 - 6587 F - G 2349 - 3715 G - D 3265 - 6078 G - H 2155 - 3756 D - E 1931 - 3339 H - 1 1876 - 3177 E - F 1863 - 2901 1-1 2101 - 3745 J f* RATE 00 a ct RRw1 R 11 40 278 N`rieh`/lT 1tiA 02/ 02/20 18 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 5973 - 3082 P - N 2862 - 1164 U - T 6023 - 3088 M - L 3267 - 1689 T - S 5264 -2575 L - J 3269 - 1689 S - P 2880 - 1172 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. C - T 435 - 437 N - G 428 - 305 T - D 1690 - 795 N - H 589 - 169 D - S 1516 -2584 N-M 3106 -1515 E - S 938 - 519 H - M 509 - 1019 F - N 1632 - 1124 M - 1 439 - 572 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fu( sarPety practices prior to performing these functions Installers shall provide temporary bracin perBCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly attached rigid ceilin Locations shown forpermanent lateral restraint Of webs shall hav bracin installed p r BC I sections $3, B7 or B10' as appilcatFle. Applgy plates to each face_ or truss and position as shown above and on tfle Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Butlilding CCompon nts Group InG. shall not be respponslple for any deviation from this drawing anv failure to build the truss IncnformancewithANS1PI1, or (eor handling, shipping, installation and bracing of trussesA seal on this drawing or over page • - listin thoisdrawinindicatesacceptanceofproTessionafenmeerinqresonsibilitysolesforthedesinshovn. She suitablh and useofthisurawingforanystructureistheresponsibilitoftheBuildingDesignerperANSI/TPI1 S c.2. For more information see this job's general notes page and these web sites ALPINE'. www.alpineilw.com; TPI: www.lPinsrorg; SBCA. www. sbandustry.com, ICC: www.icesaf AN ff W .'(1MFMNY 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 r Job Nuf»ber: N330142 Ply 1 SEQN 44141 / T3 / HIPS Cust. R R8975 JRef. 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 03318134319534 Truss Label: A11 KM / DF 02102/2018 227"12 6'3"14 ir5"t2 18'2" 8 2t9"8 1T4 28'1"12 63'14 51 13 6'8'12 37" 5`6" 5X14 6X6 E F r ......,.._ 12 V 5714 .... r..... .. ..__. 6'3" 14 SC 8. Loading Criteria ( psf) Wind Criteria TCLL: 20, 00 Wind Sid: ASCE 7- 10 TCDL: 17.00 Speed 150 mph BCLL 0.00 Enclosure Closed BCDL 10. 00 Risk Category: 11 EXP C Des Ld 47.00 D Des diLL: i Mean Height: 15.00 ft 00 TCDL: 4.2 psf Soffit: 0, 00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 4.00 ft Loc. from endwall Any GCpi: 0,18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/ 2013) Top chord 2x4 SP #1 :T2 2x4 SP 2400f-2,OE Bot chord 2x6 SP SS B3, B4 2x4 SP #1: Webs 2x4 SP #3 :W4, W7, W8 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun naiis(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 1280" gun nails @ 6" oc. Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design. 40' 3311.10 40' 6' 0"6 5 1' 13 t i'01A .i.. 5712 5'9" 14 6'0" 6 t' 115'12 22'6". 28'1"12 3311' 10 -I-40' _ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAi PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL / W Pt NA Ce: NA ! VERT(LL): 0,392 D 999 360 S 2042 / 581 ! 1394/ - ! 380 / 8.0 Lu: NA Cs: NA VERT(TL): 1.510 D 501 240 J 2037 / 583 / 1409/ - ! - 18,0 Snow Duration: NA HORZ(LL): 0.198 L Wind reactions based on MWFRS HORZ(TL): 0.482 L S Min Brg Width Req = 2.3 Code / Misc Criteria I Creep Factor: 2,0 J Min Brg Width Req = 2A Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,775 Bearings S & J are a rigid surface. TPI Std: 2014 Max BG CSI: 0.637 Bearings S & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0. 818 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): ___ Chords Tens.Comp. Chords Tens Comp. WAVE VIEW Ver 17 02 01A.1115 21 B - C 3551 - 6690 F - G 2385 - 3786 C - D 3281 - 6152 G - H 2190 - 3856 D - E 3539 - 6206 H -1 1858 - 3170 E - F 1960 - 3151 1-1 2087 - 3748 00 AA • V A` 3, A • ATE : c 40 278 "''1'% - ONA Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - R 5976 - 3076 M - L 3269 - 1690 R - Q 6038 - 3089 L - J 3272 - 1690 Q -N 3105 -1310 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp C - Q 437 - 378 N - H 688 - 167 Q - D 496 - 508 N - M 3156 - 1537 Q - E 3220 - 1840 H - M 554 - 1115 F - N 1562 - 1069 M - 1 442 - 581 N - G 451 - 233 02/02/20 (8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 5 require extreme care in fabricating, handlingshipping, installing. and bracing.Refer to and follow the latest edition of SCSI (Building nent Safety Information, by TPI and SBCA) r safpety practices prior to performing these functions, installers shall provide temporary per BGSI., Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly d n id ceiling Locations shown for permanent lateral restraint of webs shall hav bracing Installed per BC I sections 63, 67 or 610 kale Apply lates to each face. oftrussand positionasshownaboveandontheJoint"Details, unless noted otherwise. Refer to' is 160A-Z for s andard plate positions. a division of ITW B iidin CComponents Group Inc. shall not be responslble far any deviation from this drawin an failure to build the cgnformance with NSI PI 1, or for handlin shipping, Installation and bracing of trussesA seal on this drwiXg or cover pa , thhis drawingg indicates acceptance f ppro essionaff en tneerinresponsibilitysolelyforthedesinshon. The suitability to of this drawing for any structures f ieresponsibilityofthe uilding Designer per ANSI/TPI 1 Sc.2. information see this lob's oeneral notes oaoe and these web sites: ALPINE: www.aloineitw.corn. TPI www.toinstora, SBCA. www. sbcinduslrv.com. ICC. www. iccsaf ALPINE ui tM'GOMP.wY 2400 Lake Orange Dr, Suite 150 Onando FL, 32837 Job Number: N330142 Ply t SEQN: 44142 / T49 / HIPS Cust R R8975 JRef 1 W8589750188 VARIOUS Oty t FROM: PFH DrwNo: 033.18 1343 19831 Truss Label: A5 KM ! DF 02/02/2018 6'01'6 115`12 1721'6'* 23'.. 2T10'4 33'8"2 40' 5' 6"4 4'6" 1'6' 4'10"4 5.9..14 6314 6X6 =. 5X8 E F 4X8 4X4 12 59 m g rn S R O M Vim. N0670 = 4X10 W9 4X12( A1) -712 2. 96 Q - H0510 = 6X12 K 4X8( B3) 1' 5'4"6 515"5 564 4'6" 1'2:'8 51"12 5'9"14 63"14 1', 8 6' 0"6 11 5 12 17' 21'6" 22'8"8 27'10"4 338'2 40' 8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT: NA PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mph Pit NA Ce: NA VERT(LL): 0.377 S 999 360 U 2042 / 583 / 1392/ - / 359 / 8.0 BCLL 0,00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 1.454 S 520 240 1 2037 / 584 / 1406/ - / 8 0 BCDL: 10 00 t RiskCaegory: 11 Snow Duration: NA : HORZ(LL): 0.220 K - - 1 Wind reactions based on MWFRS Des Ld 47.00 EXP. C HORZ(TL): 0,533 K U Min Brg Width Req = 2.3 NCBCLL. 10,00 Mean Height: 15 00 ft Code / Misc Criteria Creep Factor: 2,0 1 Min Brg Width Req = 2A TCDL 4.2 psf Soffit: 0.00 BCOL: 5.0 psf pBldg Code: FBC 6th.ed 201? Max TC CSI: 0.932 Bearings U & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.911 I Bearings U & I require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 it Rep Factors Used Yes Max Web CSI: 0,958 i Members not listed have forces less than 375# Loc. from endwall: An Y FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Durationi 1 60 WAVE, HS VIEW Ver 17.02 01A,1115 21 6 - C 3508 - 6602 F - G 2162 - 3816 Lumber C - D 3250 -6037 G - H 1850 -3176 Value Set: 136 (Effective 611/2013) D - E 2119 - 3750 H - 1 2063 - 3746 Top chord 2x4 SP #1 E - F 2029 - 3314 Bot chord 2x4 SP #1 :B1 2x6 SP SS: Webs 2x4 SP #3 :W8, W9 2x4 SP #2 N: Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp, Chords Tens. Comp approved 1/30/2013 by ALSC B - T 5989 - 3079 O - M 3351 - 1442 Bracing T - S 6039 - 3092 L - K 3269 - 1691 a) 1X4 #3SRB or better continuous lateral restraint S - R 5215 -2549 K - 1 3271 - 1690 to be equally spaced. Attach with (2) 8d Box or Gun R - O 3372 - 1454 nails( 0-113"x2 5",min.)- Restraint material to be supplied and attached at both ends to a suitable Maximum Web Forces Per Ply (Ibs) support by erection contractor. Webs Tens.Comp. Webs Tens. Comp a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) IMt11dN C - S 478 -502 M - G 671 - 160 scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and hE4 S - D 1693 -810 M - L 3128 - 1535 D - R 1330 - 2226 G - L 541 - 107t 80% length of web member. Attach with 0,1280" gun nails @ 6" oc. q" + f/ E - R 1166 -655 L - H 443 - 579 M - F 1294 - 700 Plating Notes e All plates are 2X4 except as noted. Q, 648 Wind F l " r $ I Wind loads based on MWFRS with additional C&C member design. 6 ATE Laterally brace BC above filler @ 24" O.C. (or as designed ) Including a brace on BC directly above both ends of filler(if no rigid diaphragm exists at Q"•• 4yv , g. that point) tom.....•"• 0278 rr4 f Q I V' kttettettitlElttl' 02/ 02'2018 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, handlingq shipping, installing, and bracing.. Refer to and follow the latest edition of SCSI (Building InstallersComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. shall provide bracin per BCSI._ Unless noted otherwise top chord shall have properly attached structural sheathing and bottom hord shall attach d rigid ceilln Locations shown for permanent lateral restraint Of webs shall hav bracing msialled per BC I sections temporary have a properly B3, B7 or 810, as app Icatsle. Apply plates to each face of truss and position as shown above and on tefle Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Builds omponents Group Inc. truss in conformance with ANSI RI 1, or for handlin jshall not be responsible for any deviation from this drawiflg any failure to build the ,,,,,,OWA„Y shi pin , installation and bracing if,trussesA seal on this arawinj, or over page , 2400 Lake Orange Or. Thelistingthisdrawing, indicates acceptance of ppro'essPonatq en ineenngg responsibilitty solely for the desi n shown. andiiseofthisdrawingforanystructureistheresponsibilitllofthebuildingDesigrSerperANSI/TPI 1 S%c.2. suitability Suite 150 For more information se® this -ob's enerat notes a22 and these web sites: ALPINE: w .al ineitw.com, TPI: www.t instor . SBCA. www.sbeindustr coin; ICC. www.iccsafe or Orlando FL, 32837 Job Nklimber: N330142 J Ply I SEQN 44143 1 T25 I HIPS Gust RR8975JRef 1W8589750188 VARIOUS Oty I FROM PFH D(wNo 033 18 1343 19644 Truss Label: Al2 KM / DIF 02/02/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17,00 BCLL: 0.00 BCDL, 10,00 Des Ld: 47,00 NCBCLL10,00 Soffit 0.00 Load Duration. 1.25 Spacing: 24,0 " 63" 14 11'5" 12 16'2"8 23 T8 6, 14 5111,13 4'8" 12 77 12 57" 14 6* 3"14 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 4,00 ft Loc. from endwall! Any GCpi: 018 Wind Duration: 1,60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP 2400f-2.OE T1 2x4 SP #1 T4, T5 2x4 SP #2 W Bot chord 2x6 SIR SS:82 2x6 SP #2 N: B3 2x4 SP #2 W 134 2x4 SP #1 i Webs 2x4 SP #3 :W4, W6, W9 2x4 SIR #2 Ni Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( O. 1 13"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. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace BC above filler @ 24" O.C. (or as designed ) Including a brace on BC directly above both ends of filler(if no rigid diaphragm exists at 6X8 5X8 E F 6X12 40' 28' 112 33:11"10 40' 4 4`4 59"14 6'0"6 51" 13 4'8"12 4'3"8 3' , 47-12 5'9"14 — 6'0"6 l' 1 115'12 16'-2W; 23-6"- 28'1"12 --i I 1-lo 40' Snow Criteria (Pg,Pf in PSF} Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NAI PP Deflection in loc L/defl L/# Loc R / U1 /Rw/Rh /RL /W Pf: NA Ce: NA VERT(Ll-): 0.372 D 999 360;: T 2042 /583 /1389/- /345 /8,0 Lu: NA Cs: NA VERT(TL): 1,432 D 528 240 1 2037 / 585 / 1403/. /8,0 Snow Duration: NA HORZ(LL): 0.205 K Wind reactions based on MWFRS HORZ( TL): 0.498 K T Min Brg Width Req = 2,3 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 2A Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.742 Bearings T & I are a rigid surface. TPI Std: 2014 Max BC CSC 0739 Bearings T & I require a seat plate. Rep Factors Used: Yes j Max Web CSL 0,985 Members not listed have forces less than 375# FTIRT: 20(0)/10(0) I Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17 02,01A,1115,21 B - C 3518 -6615 F - G 2301 -4080 C- D 3264 -6072 G-H 1845 -3165 D - E 3473 -6055 H - 1 2051 -3751 E - F 2145 -3590 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B - S 6002 -3091 0-M 3622 -1585 S - R 6058 -3107 L - K 3274 -16% R- Q 3584 -1553 K - 1 3277 -1696 Q- 0 3633 -1592 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp, C - R 479 -486 M-G 1037 -274 0000win"10404#11 oe . I R - D R - E 409 - 354 2682 - 1611 M- L G - L 3293 - 1612 693 - 1405 M- F 1349 -738 L-H 455 -600 VATE OF 0 R\V X",li 0 0 278 that point) 02/02/2018 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, handli% shippin, installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, bylYPI an 1 c e ractices prior to performing these functions. Installers shall provide temporary. bra,-,Pn 1 per BCSI. Unless noted otherwise,top chord Shall have proper) attached structural sheathingand bottom ghord Shall have a properly attach2drMidceilin,?,, Locations shown forpermanent lateral restraint f webs shall have b n in fled per BC I s 9 sections B3, B7 or 10, as applicae. App y plates to each face o truss and position as shown above and on the Tc,'nPIDest'21s, unlessnote otherwise. Refer to drawings 16OA- Z for standard plate positions. Alpine, a division of ITW Build omponents GTup Inc. shall not be responsible for any deviation from this drawingany failure to build the truss in conformance with ANVIAPI 1, or for han Ilinj shippinp, installatidn and bracing of trussesA seal on this drawing or cover listing this drawing, indicates acceptance of pro essiona eiVionfete inresponsibili solely for the des n shoWn. The spilifflbility and use of this rawing for any structure is the responsibil the Building Desig er per ANSIfTPI I 92c.2. For more information see this lob's iteneral notes oaae and these web sites ALPINE www ainineaw com, TPI wwwtornstorQ.SBCA wwws1bcindustrycom.ICC wwwtccsaf Fe. whh'= 1W 1011A- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEON 44144 / T36 /HIPS CuSt RR8975 JRef 1W8589750188 VARIOUS Qty I FROM PFH DrwNo 033 18 1343 20472 Truss Label: A6 KM / DF 02/02/2018 6'0-6 11,5-12 15' 606 5'5"5 3'6"4 5X8E 22'8"8 25'_ 281"1 788 2'Y8 3-1-12 X T3 F 6G6 12 . 1— 54" 6 5'5"5 6015 11'5" 12 Loading Criteria (psr) Wind Criteria TCLL 20,00 Wind Std: ASCE7-10 TCDL 17.00 Speed: 150 mph BCLL0, 00 Enclosure: Closed BCDL 10, 00 Risk Category: 11 EXP C Des Lid 47.-60 Mean Height: 15.00 ft NCBCLL. 10, 00 TCDL: 4.2 psf Soffit 0. 00 BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24. 0 C&C Dist a 4.00 it Loc. from endwaIV Any GCpi: 0, 18 Wind Duration: 1.60 40' 33' 11*' 10 40' 5'9" 14 6'0"6 3-6-4 6*9"8 1" 5-1"12 '"S 5914 6'0"6 zT 1 1" 12 151 22'8"8 --6'4 29'- 33'11"10 40' Snow Criteria (Pg. Pf in PSF) Defl/CSI Criteria 1: A Maximum Reactions (lbs) Fig: NA Ct: NA CAT, NA', PIP Deflection in loc L/defl L1# Loc R / U /Rw /Rh IRL 1W Pf NA Ce. NA VERT(LL)i 0.374 S 999 360 V 2042 / 585 / 1383/ - 1324 /80 Lu: NA Cs: NA VERT(TL): 1.443 S 524 240 J 2037 /586 /1398/- 18.0 Snow Duration: NA HORZ(LL): 0.216 L Wind reactions based on MWFRS HORZ(TL): 0. 524 L V Min Brg Width Req = 2,3 Code / Misc Criteria Creep Factor i 2.0 J Min Brg Width Req = 2A Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.952 Bearings V & J are a rigid surface TPI Std: 2014 Max BC CSI: 0,643 Bearings V & J require a seat plate Rep Factors Used: Yes I Max Web CSI: 0,969 Members not listed have forces less than 375# FT/RT:20( 0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp,_ WAVE, HIS VIEW Ver: 17 02.01X 1115,21 B - C 3522 - 6612 F - G 2358 -4116 Lumber C - D 3235 -6009 G-H 2051 -3155 Value Set: 13B ( Effective 6/11/2013) D - E 2422 -4319 H - 1 1849 -3178 Top chord 2x4 SP #1 :T3 2x4 SP 2400f-2.OE: E - F 2362 -4126 1 - 1 2045 -3745 T4 2x4 SP # 2 N Bat chord 2x6 SP SS i B2 2x4 SP 2400f-2.0E Bat Chord Forces Per Ply (lbs) B3 2x4 SIP #2 N:Maximum 134 2x4 SIP # 1: Chords Tens Comp. Chords Tens. Comp, Webs 2x4 SP # 3 W6, W9 2x4 SP #2 N: B - U 6000 -3095 P - N 3812 -1674 Lumber value set "' I 3B" uses design values U - T 6048 -3110 M - L 3269 -1699 approved 1/30/ 2013 by ALSC T - S 5184 -2525 L - J 3271 -1699 S - P 3838 - 1691 Bracing a) 1 X4 # 3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) Bid Box or Gun Webs Tens Comp. Webs Tens. Comp. nails(O. I113"x2.5", min.). Restraint material to be supplied and attached at both ends to a suitable C - T 508 -544 N - G 2416 -1074 support by erection contractor, a) or scab reinforcement may be used in lieu of CLR T-D D - S 1698 - 844 1149 - 1854 N- M G- M 3476 - 1552 183 - 893 restraint, substitute (1) scab for (1) CLIR and (2) scabs for (2) CLR'S where shown. Scab E - S E - N 1257 - 713 417 - 266 M- H M - 1 440 - 398 448 - 577 reinforcement to be same size, species, grade, and F - IN 321 -539 80% length of web member. Attach with 0.128x3 gun • nails @ 6" oc. o. 646 Plating Notes All plates are 2X4 except as noted. Wind n: ATE cc Wind loads based on MWFRS with additional C&C 4P member design Laterally brace BC above filler @ 24" O.C. (or as 0 278 designed )Including abraceonBCdirectlyaboveNALbothends of filler(if no rigid diaphragm exists at that point) 02/ 02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating, handling, shlpin, installin and bracing.. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI ansafety ractices prior to performing these functions. Installers shall provide temporary. bracin per BCSI. Unless noted otherwise,top chord snail have properl attached structural sheathingand bottom chord shall havy properly attachrad ceiliny,. LocationsshownforpermanentlateralrestraintIwebsshallhav%brlcinp installed per BC I sections 83, 7 or 910, as applicable. App yplatestoeachfaceottrussandpositionasshownaboveandonIeoinDetails, unless note otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildrr$Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the truss in conformance withAN11PI1, or for handlinj shippin?, installatiN and bracini of trussesA Seal on this draw-ing or erspa Phve 2400 Lake OrangeDr. sting this drawing, indicates acceptance of pro) essiona engineeri respons bility solely or the des in shown. u, Mility and use of this rawing for any structure is the responsibility of theluilding Desigrier per ANSIrTPI 1 92c.2. P— — — 1— -- --- -- -- — 1.— —.1, -- . 1 PI.P — alninairw — TPI . --f — IZR(A . ehrindu<fry — Irr Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN 44145/ T21 /SPEC Cust,RR8975JRef IW8589750188 VARIOUS Qty 1 FROM. PFH DrwNo, 033 18 134121394 Truss Label: A13 KM I DF 02/02/2018 6 0"6 11'5'12 164" 18'57 21512 25'9'8 33'9'*14 40' 60"6 55* 5 4 10"A 2T8 3'0"5— 4'3" 12 8'0"6 672 E 2% i; 2x4 5'4"6 515"5 4'10"4 51"12 43"12 8o"6 6'2"2 1, 6'0*16 11'5" 12 165'4" 2 1'5*'l 2 25 9"8 33'9" 14 T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TOLL; 2000 Wind Std. ASCE7-10 P9 NA Ct: NA CAT NA, PIP Deflection in loc L/defl L/# Lo - c R U -- /Rw /Rh /RL /W-- TCDL: 17.00 Speed: 150 mph i Pf NA Ce NA I VERT(LL). 0.442 P 999 360 T 2042 581 /1385/- /347 /8,0 BCLL 0.00 Enclosure: Closed Lu NA Cs- NA VERT(TL)i 1.702 P 444 240 J 2037 /584 /1395/- /8,0 BCDL: 10.00 Risk Category 11 Snow Duration NA HORZ(LL) 0,233 L - Wind reactions based on MWFRS EXP: C HORZ(TL), 0.564 L T Min Big Width Req = 2,3 DesLd47,00 Mean Height: 15.00 ft NCBCLL: 110.00 Code i Misc Criteria Creep Factor 2.0 J Min Brg Width Re = 2.4 i TCDL: 4.2 psf Bearings T & J are a rigid surface. Soffit: 0,00 Bldg Code: FBC 6th ed 2017 Max TC CSI:0.945 I BCDL: 5,0 psf Bearings T & J require a seat plate. Load Duration: 1.25 1 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BC CSI: 0,973 Spacing: 24.0 C&C Dist a: 4.00 ft Rep Factors Used. Yes Max Web CSI: 0,985 Members not listed have forces less than 375# Loc. from endwall Any FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpii 0,18 Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1,60 WAVE VIEW Ver 17,02.01A 1115 21 B- C 3688 -6614 F-G 2705 -4655 Lumber C-D 3463 -6091 G-H 2700 -4646 Value Set: 13B (Effective 6/112013) D - E 2413 -4012 H - 1 1789 -2985 Top chord 2x4 SP #1 :T5 2x4 SP 24001`-2.01E: E - F 2437 -3930 1-1 2158 -3791 Bot chord 2x4 SP #1 B1 2x6 SP SS: B2 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4SIP #3:W5, W9, W10, W12 2x4 SIP #2 N: Chords Tens.Comp. Chords Tens. Comp, Lumber value set "1313" uses design values - - "', -- - -- ------------- ---------- - -- approved 1/30/2013 by ALSC B - S 6001 -3206 Q-N 4532 -2195 S - R 6058 -3226 M-L 3317 -1814 Bracing R-Q 5264 -2697 L - J 3320 -1813 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun Maximum Web Forces Per Ply (Ibs) nails( O. 1 13"x2.5", min.). Restraint material to be Webs Tens.Comp, Webs Tens. Comp supplied and attached at both ends to a suitable - ----- - - --------------- support by erection contractor. IfI111111114"ifib C-R 456 -465 N-M 3092 -1501 a) or scab reinforcement may be used in lieu of CLR R-D 1652 -828 N - H 2974 -1451 restraint. substitute (1) scab for (1) CLR and (2) D-Q 1278 -2079 M-H 661 -1378 scabs for (2) CLR'S where shown, Scab E-Q 3128 -1790 M -1 613 -816 reinforcement to be same size, species, grade, and O-F 1370 -2255 80% length of web member. Attach with 0. 1280" gun nails @ 6" oc. Plating Notes • 648 All plates are 6X6 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. OR\ 0 0 278ff'ONA'k,-..- 02 02/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses require extreme care in fa ricatin , h ndlinp, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ocE ,ponentSafeInformation, b I an S CA) or safety practices prior to performing these functions. Installers shall provide temporaryry racin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall hav a properly attachrigidceifin . Locationsshownfor permanent lateral restraint of webs shall have bracirig installed per BC I sections B3 7 or 10, asapIe. Ap y f,,Iates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Jrawi gs 16OA-Z If r standard plate positions. ALPINE 41pinia, a division of ITW Bit Id omponents Group Inc, shall not be responsible for any deviation from this drrw any failure to build the russ in c9nformance M0101 1, or for handling, shipping, installation and bracing of trussesA real on this raWing or cover page 2400 Lake Orange Dr. suitabilityistingthisdrawing, indicates acceptance of proressional ia I responsibility solely or the design shoWn. The gqnearingre! and use of this rawing for any structure is the responsib of the Building Desig%er per ANS Sb c. 2. Suite 150 7- — '--- --- —.. -- — I—. -- -- .1 P-P — --.- — TPI — I--- SPCA- — chrmtluctry — 1('.r. —.—.fa— Orlando FL, 32837 Job Number. N330142 Ply: 1 SEQN: 44146 / T73 / HIPS Cust R R8975 JRef: i W8589750188 VARIOUS Oty 1 FROM PFH DrwNo: 033.18 1343,20676 Truss Label: A7 KM / DF 02/02/2018 6'0"6 11'5"4 13' 22'8"8 27' 33'11"10 40' 610"6 5'4"14 i'612 918"8 4'3"8 6 rio 6'0"6 6X8 ": 8X8 1_ 5X5 E T2 F G v ro CO 4X12(A7) 12" 8X10 5X5 5X14 i' 5'4"6 5'5"5 8, 6'0"6 11'5"12 8'p Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Des Ld 47 00DDes L 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 4,00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS: 33 2x4 SP #2 N: Bot chord 2x6 SP SS :B3, 64 2x4 SP #1: Webs 2x4 SP #3 :W6, W9, W10 2x4 SP #2 N: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #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. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace BC above filler @ 24" O.G. (or as designed )Including a brace on BC directly above both ends of fillenif no n9 id dia hra m exists at 40' 1'6"A 8.6" 12"8 4'3"8 611'10 6'0"6 1' 13, 21'6" 22t"8 27' 33'11"10 40' Snow Criteria (Pg,Pf in PSF) 1 Defi/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0.377 F 999 360 U 2042 / 586 / 1370/ - / 288 / 8.0 Lu: NA Cs: NA VERT(TL) 1.454 F 520 240 1 2037 / 588 / 1385/ - /. / 8.0 Snow Duration: NA HORZ(LL): 0.219 K - - Wind reactions based on MWFRS HORZ(TL): 0.532 K U Min Brg Width Req = 2.3 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 2A Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,917 Bearings U & I are a rigid surface. Bearings U & I require a seat plate. TPI Std: 2014 Max BC CSI: 0.679 Rep Factors Used: Yes Max Web CSI: 0.918 Members not listed have forces less than 375# FTIRT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, WAVE VIEW Ver 17.02.01A.1115 21 B - C 3543 - 6624 F - G 2%4 - 5503 C - D 3226 - 6069 G - H 1796 - 3118 D - E 2938 -5266 H - 1 2067 - 3762 E - F 2973 - 5521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B-T 6011 -3117 O-M 4685 -2111 T - S 6067 - 3135 L - K 3288 - 1727 S - R 5245 - 2505 K - 1 3290 - 1727 R - O 4710 -2128 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens, Camp. C - S S - D 504 - 498 1591 - 851 F - M M - G 379 - 646 3613 - 1616 jam D - R 982 - 1355 M - L 3247 - 1524 iN R - E 1381 - 863 G - L 605 - 1353 1)` In X E - M 858 - 545 L - H 504 - 649 w a. ATE •. w rig° 1r'4` R R! . R . ' that point) p g #0 278 kt%ttttllb 02/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. racing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhav% bracin mslailed p r BC qSI seeGons B3, 67 or 910, as applicable AppTy plates to each face, oftrussand position as shown above and on the Joint9Details, un ess noted otherwise. Refer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW Bi ildl1n omponrnts Group Inc. shall not be responsible for any deviation from this drawing arty failure to build the russ in conformance with ANSI 1 1, or for handlin j shippin , installatidn and bracing of,trussesA seal on this dr8wiriI or cover pa e istingthisdrawingindicatesacceptanceofprolessionaiqengineeringresponsibillsolelyforthedesinshown. The suitability and use of this drawing for any structure is the responsibilitgrof the Building Designer per ANSIfTPI 1 Skc.2. u+ mvcouanrvr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330142 Ply: 1 SEON 44147 / T18 ! SPEC Cust RR8975 JRef i W8589750188 VARIOUS City: 1 FROM: PFfi DrwNo 033.18.1343 22112 Truss Label: A14 KM / DF 02/02/2018 60"6 11'7' 16'4" 20'5' 7 27'9"8 33'8" 40' 6'0'6 ...-.. 56,10 4.9.. 4,1 8 .., 4 _.. TA"l 5'10'8 -6W 6X6E L r 4X8 = 8X8 =5X8 12 D W6 F T4 al (a), a), 5X14 iW4 % W10 " 4X4 - v a) W3 R 62 P .M (a) N W9 B - 6X12 4X8(83) -.4X10=SS0514O=OSS0712 -5X14 =5X5 4X8(B3) 2X4 • •.3X6 40' __----— 6'0'6 56"10 4'9" 3'5" T4"1 5110"8 64" i' . 6'0'6 117 16A" 19,9' 8'7 27'9'8 338' 40' 2d'S"7 Loading Criteria (Psf) Wind Criteria Snow Criteria (Pg. Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLLi 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT: NA; PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W TCDL: 1700 Speed 150 mphP Pf NA Ce: NA VERT(LL): 0.422 O 999 360 !, g 2036 ! 582 / 1393! - / 323 ! 8.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.623 O 465 240 ! 1 2036 / 584 / 1385/ - ! - / 8"0 BCDL 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.209 K - - Wind reactions based on MWFRS Des Ld 4700 EXP C 1 HORZ(TL): 0.507 K B Min Brg Width Req = 2A NCBCLL: 10.00 Mean Height: 15 00 ft Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 2A TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 000 BCDL 5,0 sf Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,900 g g P Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 i Max BC CSI: 0,734 Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0,934 Members not listed have forces less than 375# Loa from endwall Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0 18 Plate Type(s): Chords Tens.Comp. Chords Tens Comp. Wind Duration 1.60 WAVE, 18SS VIEW Ver 17 02 01A 1115 21 - -- B - C 2257 - 3743 F - G 3700 -6024 Lumber C - D 3726 -6258 G - H 1983 - 3184 Value Set: 13B (Effective 6/1/2013) D - E 2552 -4015 H -1 2213 - 3741 Top chord 2x4 SP #1 :T4 2x6 SP #2 N E - F 2568 -4010 Bot chord 2x4 SP #1 :B2 2x6 SP SS: Webs 2x4 SP #3 :W3, W4, W6, W9, W10 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "I 3B" uses design values Chords Tens.Comp Chords Tens. Comp. approved 1/30/2013 by ALSG B - T 3267 -1795 L - K 3264 - 1854 Bracing R - P 5527 -2953 K - 1 3266 - 1853 a) 1 X4 #3SRB or better continuous lateral restraint P - M 6049 - 3239 to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113" x2,5",min.). Restraint material to be Maximum Web Forces Per Ply (Ibs) supplied and attached at both ends to a suitable Webs Tens.Comp. Webs Tens. Comp, support by erection contractor - - — - a) or scab reinforcement may be used in lieu of CLR ffglpit C - T 984 -1664 P - F 1989 - 3206 restraint. substitute (1) scab for (1) CLR and (2) Ct ,,4 q C - R 2301 - 1181 M - G 3525 - 2041 scabs for (2) CLR'S where shown. Scab A. r T - R 3632 - 1995 M - L 2928 - 1531 reinforcement to be same size, species, grade, and •••• • •••. f/j R - D 1833 -959 G - L 331 -625 80% length of web member. Attach with 0.128x3" gun A •.• `% O* D - P 1438 - 2339 L - H 459 - 550 nails @ 6" oc. V ••`]" • E - P 3123 -1836 F t QWind • }. 6 48e Wind loads based on MWFRS with additional C&C member design. ATE 0 278 tc QNAk 02/02/201 s WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req Lire extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propp erly attached ngld cellln99 Locations shown for ermanent lateral restraint of webs shall hav8 bracing installed per BCI sections B3, B7 or 610, as appllcatile. APPTy lates to each face. of truss and position as shown above and on the joint Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for s andard plate positions. Alpine, a division of ITW B ild'n9 omponents Gr up Inc shall not be responsible for any deviation from this drawing any failure to build the-awcouaA.v1 truss in conformance with N I/l 1 1, or for handlin shi pmg, mstallati6n and bracing of trussesA seal on this dr8wing or cover pag 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTess{lonaf en ineering responsibility solely for the des i n shown. The suitatility Suite 150anduseofthisddawingforanystructureisCoreoftheBuildingDesignerperANS /TPI 1 Sac.2. For more information see this job's 2eneral notes page and these web sitesALPINE: www.al ineitw. com, TPI www.t inst or2, SBCA: www. sbcindustr .cam: ICC: www.iccsafe.of Orlando FL, 32837 Job Number N330142 VARIOUS Truss Label: A8T 2 Complete Trusses Required 6'3'14 6 3 14 ..4.82 17' 6' Ply: 2 SEQN 44148 / T20 HIPS Cuse R R8975 JRef 1 W8589750188 Qty 1 FROM PFH DrwNo 033.181343.24550 KD DF 0210212018 22'8" 8 29' 33' 11* 10 40' 4X48X8 6X8 T3 4X8 H V 5X14 io r MLAP840 { K LXWTURQ -6X8 4X4 65' B3 4X4 3X6(A7 ) 4X4 H 4X4(") C_.... _.. 1 40• _. _.. 7 V 57'14 ___.. .. 5'1'13 5'6"4 46' 1'2"8 4'4' T 22'8"8 411" 10 3714 2'4"8, I- 6'3"14 ii 5'12 17' 21'6" 24' 33'11'10 3TT8 40' 8 1, 11"81 24.8,. Loading Criteria (psr) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 1 Pg. NA Ct NA CAT. NAI PP Deflection in loc L/defl L/# Loe R / U / Rw / Rh / RL W TCDL: 17.00 ;Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.279 F 999 360 AC 2042 1588 / 1353 / - / 252 8.0 BCLLi 0,00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): 1.076 F 703 240 J 2037 / 589 / 1367/ - /- 8 0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.160 M Wind reactions based on MWFRS CEXPDesLd4700HORZ(TL): 0.388 M AC Min Brg Width Req = 1.5 MeaMean Height: 15.00 ItI NCBCLL. 0.00 Code / Misc Criteria Creep Factor: 2.0 J Min Br Width Re 1.59q = TCDL: 4.2 psf Soffit: 0.00 BGDL 5 0 sf Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,469 Bearings AG & J are a rigid surface. p Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.842 Bearings AC & J require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0.819 Members not listed have forces less than 375# Loc. from endwail: Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0,18 Plate Type(s) Chords Tens.Comp. Chords Tens, Comp, Wind Duration: 1.60 WAVE VIEW Ver. 17.02 02A.1213 21 L._ ---. B - C 1754 - 3261 F - G 1870 - 3636 Lumber C - D 1702 - 3253 G - H 1049 - 1870 Value Set: 13B (Effective 6/1/2013) D - E 1841 -3590 H - 1 1739 -3235 Top chord 2x4 SP #1 :T2, T3 2x6 SP SS: E - F 1841 - 3590 1-1 1034 - 1814 Bot chord 2x6 SP SS :B3, B5 2x4 SP #2 Ni B4 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Gomp. Chords Tens. Comp. Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC B -AB 2955 -1541 P - O 2111 - 1109 AB -AA 3007 - 1562 O - N 2108 - 1109 Nailnote AA- Z 2745 -1295 N - L 2882 - 1500 Nail Schedule:0.128"x3" nails Z - Y 2823 -1328 M - J 1508 - 820 Top Chord: 1 Row @12.00" o.c. Y - V 3669 - 1672 L - I 2841 - 1479 Bot Chord: 1 Row @12.00" o.c. V - S 3656 - 1665 Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails firmin"fgf Maximum Web Forces Per Ply (Ibs in each row to avoid splitting. 444 Webs Tens.Comp.. Webs Tens. Comp. Plating Notes A*«. . • AA- D 865 -433 P - H 365 -521 All plates are 2X4 except as noted. s^• D - Y 839 -429 H - N 941 -482 1 plate(s) require special positioning. Refer to i • S - G 2149 -986 M -1 860 - 1576 scaled plate plot details for special positioning f r S - P 1683 - 802 L - M 699 - 372 requirements. C ; Q 648 • Wind fi Wind loads based on MWFRS with additional C&G member design. ZE Note: Laterally brace bottom chord above filler at 2'0" O.0 Max. including a lateral brace at chord ends. °4, i •., f^ t©.R`v . I R•e4.' f f 40278 NAL 'ii urapntuwu tf`' 02/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TF I and SBCA} fog safety practices prior to performing these functions. Installers shall provide temporary trig per BCSI. Unless noted otherwise, top chord shall have properly attached s(ructural sheathing and bottom hoed shall have a properly ched ri id ceiling Lovations shown f& ermanent lateral restraint of webs shall have bracin msialled per EtC I sections B3, B7 or B10, 9pplicaf3le. Ap Ty, lates to ach face, of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to Nings 160A-Z f r s andard plate positions,ALPINE ne, a division of ITW Build n omponents Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the ,Maµs In conformance with ANStIA l 1, or ffor handling, shippintq, installation and bracing gf•trussesA seal on this dr wi q or cover pagge • • 2400 Lake Orange Dr. ing this drawing,indicates acceptance of pro) essiona en ineering responsibiltv solely for the design sho n. The sui biliry Suite 150IuseofthisrawingforanystructureistheresponsibeIVoftheBuildingDesigrSerperANSI(TPI 1 Sec.2. r ........_:__. --- ....... _ _._..._._. ___ , ___4_ Orlando FL. 32837 Job Number: N330142 VARIOUS Truss Label: A15 Ply 2 Qty 1 SEQN 44149 / T30 / SPEC Cust R R8975 )Per 1 W8589750188 FROM PFH DrwNo 033 18 1343 21488 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 20,00 TCDL: 1700 BCLL 0,00 BCDL: 10.00 Des Ld 47 00 NCBCLL 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 6'3'*14 6'3"14 2 Complete Trusses Required t 17- 1GA` 165"12 20'8'15 21'4 5'3' 2 4'9" P 12 ._4 TA 7"1 2x4 5x5E 40' 1' . 63"14 5,3.•2 4'9" 14 117" 164^.... 21'0"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15 00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 It Loc, from endwalL Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T4 2x4 SP 2400f-2.OE Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W12, W13 2x4 SP #2 N: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun naiis(0.1/3"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12.00" o.c. Bot 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 All plates are 4X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace TC below filler @ 24" O.G. (or as designed) Including a brace on TC directly above both ends of filler (if no rigid diaphragm exists at that point) 299"8 33'9 t2 40' 8 5'8 4 0 4 __. 6'2 4 6'9" 4'0"4 67.4 1' 29'9"8 33'9'12 ' 40' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria I Maximum Reactions (Ibs) Pg NA Ct NA CAT. NA PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pt NA Ce. NA VERT(LL). 0 362 S 999 360 B 2036 / 580 / 1396/ - / 317 8.0 Lu: NA Cs: NA VERT(TL) 1.392 S 543 240 M 2036 / 588 / 1364/ - / - 8.0 Snow Duration: NA HORZ(LL) 0 158 O Wind reactions based on MWFRS HORZ(TL) 0.382 O B Min Brg Width Req = 1,5 Code / Misc Criteria Creep Factor 2 0 M Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.523 Bearings B & M are a rigid surface. TPI Sid: 2014 Max BC CS[ 0.648 Bearings B & M require a seat plate. Rep Factors Used: Yes Max Web CSI 0 988 Members not listed have forces less than 375# FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I _ Chords Tens.Comp. Chords Tens. Comp WAVE, 18SS VIEW Ver 17 02 01A 1115,21 B - C 1118 -1871 H - 1 1742 - 2757 C - D 1856 - 3119 1 - K 2617 - 4301 D - E 590 - 968 K - L 1037 - 1667 E - G 605 - 969 L - M 1108 - 1856 F - H 1675 -2666 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens, Comp. B - X 1633 - 905 P - O 1616 - 925 V-T 2732 -1519 O-M 1616 -924 T - Q 4351 -2439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. Nth it A *«w• • p % Q•,* ^ V ^ C - X C - V X - V V - D D - F 494 - 829 1143 - 595 1819 - 1008 937 - 517 1232 -1936 F - T F - G T - 1 G - H Q - P 659 349 6762 - 416 1023 1799 459 - 664 1493 - 788 E - F 638 - 323 Q - K 2925 - 1733 a c //%/!}- R y wyw • i [rl 1 0 278 tWrtttutt u tl`a' 02/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingnentSafetyInformation, byY TPI and SECA) fbr safely practices prior to performing these functions Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceilin Locations shown for permanent lateral restraint of webs shall hav br cing installed per BCSI s coons 63, 67 or 610, icabie. Apply plates to each face of truss and position as shown above and on tt a oint Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this drawing anV failure to build the cgnformance with ANSin 11, or for handlin stiippin , rnstallatron and bracing of trussesA seal on this drawirtqq or cover pa gge , this drawing indicates acceptance of pproessronal en ineering responsrbllitcyv solely for the design shown, The suiPablhty re of this aiawing for any structure is Elie responsibilitllof the Building Deslglier per ANSI/TPI 1 Sec.2. AN (1W :OMPANY 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 3 SEON: 44150 / T16 / HIPS CusL R R8975 JRef 1 VV8589750188 VARIOUS Oty 1 FROM PFH DnwNo 033.18.1343 24566 Truss Label: A9T KD / DF 02/02/2018 3 Complete Trusses Required 9' 1571 19'01*3 23' 26'10"4 31' 40' 6.2..1 3101 y 3'11'13—..._ 310'4_ 41"12 •-•-• _._ 9'. 3X8 4X8 T2 4X4 T3 6X6 8X8 ^8X8 -, H0510 C D E F G H 40' 1' 8'4" .__ m ._.._ 25" 12 38'5 3'101 T ,25-9 .__118", 41"12 -. 6'T8 2'4"8, n 91.__. 11'5"f2 152'1 1910'3 21'6' -8 377 &.. 31.,... 40;'.. 8" 1'2:'824- 2,5„12 1' . 8.` 22'8"8 ~ 26.1514 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA' PP Deflection in loc L/defl L/# Loc R ! U ! Rw / Rh / RL ! W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA i VERT(LL): 0,311 E 999 360 AC 2041 / 589 / 1331 / - 1217 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA j VERT(TL): 1.198 E 631 240 J 2036 / 591 / 1346/ - / - / &0 BCDL 10,00 Risk Category II Snow Duration: NA HORZ(LL): 0,154 M - Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(TL): 0.374 M I AG Min Brg Width Req = 1 5 NCBGII. 10.00 Mean Height: 15.00 fl Code / Misc Criteria Creep Factor 2.0 J Min Brg Width Req = 1.5 Soffit: 0.00 TCDL 4.2 psf Bldg Code: FBC 6th.ed 201 Max TG CSI: 0.386 I Bearings AC & J are a rigid surface. Load Duration: 1 25 BCDL: 5 0 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.365 Bearings AC & J require a seat plate I Spacing: 24,0 " C&C Dist a: 4.00 ft Rep Factors Used Yes Max Web CSI: 0.901 I Members not listed have forces less than 375# i. Loc, from endwail: Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 PlateType(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver 17.02.02A.1213,21 Lumber B - C 1157 - 2220 F - G 1873 - 3793 C - R 1574 - 3065 G - H 845 - 1553 Value Set: 13B (Effective 6/1/2013) D - E 1848 -3786 H - 1 1012 - 1869 Top chord 2x4 SP #1 :T2 T3 2x6 SP SS E - F 1848 - 3786 1 - J 826 - 1334 Sot chord 2x6 SP SS :B3, B5 2x4 SP #1: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o c. Webs : 1 Row @ 4" o.c Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Note: Laterally brace bottom chord above filler at 2'0" O.C. Max. including a lateral brace at chord ends. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - AB 2016 - 1003 P - O 1284 - 637 AB - AA 2016 - 996 O - N 1291 - 640 AA- Z 3594 - 1647 N - L 1648 - 843 Z - Y 3594 - 1647 M - J 1144 - 714 Y - V 3850 -1776 L - 1 1609 - 821 V - S 3841 -1772 AfMaximum Web Forces Per Ply (Ibs) fty g Webs Tens. Gomp. Webs Tens. Comp Q e•• • •. C -AA 1341 - 582 G - P 460 - 1006 AA- D 285 - 579 H - N 413 - 235 T S - G 2365 - 1085 M - 1 758 - 1212 r S - P 1722 - 800 L - M 528 - 322 o. 648 e Ft - 00 s ........•.' T ! fn A jj 0 278 `Nq+tM tt t 02/02/ 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 shall hav a propperly per SCSI sections B3, 7 or B10 anless notedotherwise. Refer to Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing apy failure to build the tr ss in conformance with ANSin PI 1, or for handling, shipping, installation and bracing of,trussesA eal on this drawing or cover page , listing this drawing indicates acceptance of pro ess ono en ineering responsfbflltv solelyor the desi n sho n. The sui bflfty and useofthisdrawingforanystructureistheresponsibilit,7of thebuilding DesigrSer peNNSI/TPI 1 Sec.2. P E A I-COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: A16 1 Ply: t Qty: 1 672 117' 16'4" 20'0"8 21'4" 25'9"4 6'2"2 _- 5,41t4 4,9., 3'8"8 1'3"8 454 5X5 E i' 67 2 6'7'2 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ldi 47,00 NCBCLL: 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 19,101, 5'4" 14 11 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed 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: 4,00 It Loc, from endwali: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T5 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #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 0.1280" gun nails @ 6" oc. Plating Notes All plates are 4X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace TC below filler @ 24" O.C. (or as designed) Including a brace on TC directly above both ends of filler (if no rigid diaphragm exists at that point) QX4 SEQN: 44151 / T23 / SPEC CUSt. RR8975 JRef: 1W8589750188 FROM PFH DrnvNo 033,18.134321737 KM t DF 02/0212018 31'9"8 40' 6V 4 87? 20, 7, 4'9" 3151, 6' 0"4 6'0"4 87,8 16'4" 19,91, 25'9"4 31 9 8 40' 1 Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria i Maximum Reactions (Ibs) Pg: NA CC NA CAT: NAj PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh- / / RL ! W Pf: NA Ce: NA VERT(LL): 0.060 T 999 360 B 1052 / 305 / 781 /- / 312 / 8.0 Lu: NA Cs: NA VERT(TL): 0.257 T 999 240 Q 1984 1545 / 1233 / - I - / 4.0 Snow Duration: NA HORZ( LL): 0.029 O - M 1046 / 316 / 784 ! - / - / 8.0 HORZ(TL): 0.070 O Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 2017 Max TC CSI: 0.813 Q Min Brg Width Req = 2.8 TPI Std: 2014 : Max BC CSI: 0.799 M Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.919 Bearings B. Q, & M are a rigid surface. Bearings B & M require a seat plate. FT/RT:20(0)/ 10(0) Plate Type(s): Members not listed have forces less than 375# WAVE i VIEW Veri 17.02 01A 1115.21 1 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 967 - 1613 E - F 566 - 636 C - D 1096 -1927 K - L 755 - 958 D - E 503 - 664 L - M 908 - 1466 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - W 1364 - 671 P - O 1212 - 633 U - S 1645 - 659 O - M 1205 - 632 Q - P 938 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 111k141t1 oe •*„•• • e••I jf C - W W - U U - D D - S 357 - 750 1526 - 750 871 - 382848 - 1331 F - G G - R R - Q Q - K 785 -1128 867 - 118585 875 - 1215 607 - 1212 S - F 756 - 350 3 0V ATE OF ,• 4 / ^ p af •••iRN• 1111•'• "' p 0278evy4YONM- t Vi WrttfAlltp 02/ 02/ 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, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPIandSBCA) I r safety practices prior to performing these functions. Installers shall provide temporary 3 SI.. Unless noted otherwise, top chord shall have properlyY attached structural sheathin and bottom hord shall have a propperly did ceilingg. Locations shown fornermanent lateral restraint of webs shall have bracm ins alied per BCS I s coons 63, 87 or 610, te. ADDTY Dlates to eachfaceoftrussandpositionasshownaboveandontheJoinDetails. unless noted otherwise. Refer to F 9 -3 "h,= Wmponcts GrdupInc. shall not be responsible for any deviation from this drawin any failure to build the 11, or or handlin jshippmq, installation and bracing of,trussesA eal on this dr wiriq or cover page . acceptance Qf pro en ineeriniyresponsibilivsolely #or the design shown. The s ittablliry any structure 1s the responsibilit} of the Building Desig er per ANSI/TPI 1 Sec.2. vm 11 '11 2400 Lake Orange Dr. Suite 150 Odando FL, 32837 Job Number: N330142 VARIOUS Truss Label: AIOGT Ply 1 SEON 44152 1 T43 /HIPS Cust R R8975 JRef: 1 W8589750188 Qty I FROM PFH DrwNo 033 18 1343 24520 KD / DF 02102/2018 7' 147'5 7' 77'5 22'4" 7' T75 7' 14'75 22'4" T8"l 1 10 D a) U B2 6X6 T107 275"12 23' 28' 33' 40' 8" 51 5' 7' SS0712 4X10(-') 6X6 E F G H X145 VV$I W7 T4 J 0 N MLI ST R PQ 8X14 3X8 5X5 B5 4X6(-) 4X104X41 3X6(A1) 17' 8" I' l 0" 12 51 24' 4"8 37' 8 33' 28' 47' 8 2'4"8, 1 3 1 T- T-13 — 40' Loading Criteria (psf) 1 Wind Criteria i Snow Criteria (Pg,Pf in PSF) i Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA1 PIP Deflection in loc L/clefl L/# I Loc R / U /Rw /Rh /RL-- /W TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.119 M 999 360 B 1958 /569 8.0 BCLL 000 Enclosure: Closed Lu: NA Cs: NA VERT(L): 0.460 M 732 240: T 4801 /1347 /8,10 BCDL 10,00 1 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.052 M - - J 1430 /422 8.0 EXP. Des Ld 4700 MeaC n Height 15.00 ft HORZ(TL) i 0 128 M Wind reactions based on MWFRS NCBCLL 000 Code / Misc Criteria i Creep Factor 2,0 B Min Brg Width Req = 2,3 TCDL: 4, 2 psf i T Min Br Width Req = 4,0 Soffit 0. 00 Bldg Code: FBC 6th.ed 2011 Max TC CSI: O 870 BCDL 5, 0 psf i J Min Brg Width Req = 2,0 Load Duration 1 25 : TPI Std: 2014 Max BC CSIi 0.893 MWFRS ParallelDist0toh12Spacing, 24, 0 i C&C Dist a: 4.00 ft Rep Factors Used: No Max Web CSI: 0 825 Bearings B, T, & J are a rigid surface. Bearings B, T, & J require a seat plate, i Loc. from endwall: NA FT/RT:20(0)/10(0) GiCpi. 0, 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration i 1.60 WAVE, 18SS VIEW Ver: 17.02,02A. 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set 138 (Effective 6/1/2013) Wind loads and reactions based on MWFRS. B - C 1025 -3626 F - G 515 -1810 Top chord 2x6 SP SS :Ti 2x4 SP #2 N: Note: Laterally brace bottom chord above filler at 2'0" O.C. C - D 806 -2877 G-H 516 -1813 T4 2x4 SP #11: Max. including a lateral brace at chord ends. D - E 993 -283 H - 1 901 -3156 Bot chord 2x6 SP SS:131 2x4 SP #11: E - F 1090 -303 1 - 1 775 -2526 B2 2x4 SP 2400f-2,OE B5 2x4 SP #2 Ni Webs 2x4 SP #3:W2, W7 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) W4, W5 2x4 SP 2400f-2.OE Chords Tens Comp. ---- Chords -- Tens. Co - mp. Lumber value set "l 3B" uses design values B - V 3164 -877 P-0 291 -1058 approved 1130/ 2013 by ALSC V-U 3129 -875 O-N 2714 -766 U - T 2835 -817 IN - L 2776 -776 Bracing S - R 248 -877 M-J 2120 -657 a) 1X4 # 3SRB or better continuous lateral restraint R - P 236 -845 L - 1 2680 -751 to be equally spaced. Attach with (2) 8d Box or Gun tRgttf nails(O. 1 13"x2.5",min). Restraint material to be supplied and attached at both ends to a suitable Maximum Web Forces Per Ply (Ibs) support by erection contractor. Webs Tens Comp. Webs Tens. Comp. a) or scab reinforcement may be used in lieu of CLR "4141 V-C 824 -52 F-0 3249 -913 restraint. substitute ( 1) scab for (1) CLR and (2) U - D 455 0 G -0 418 -864 scabs for ( 2) CLR'S where shown, Scab• D - T 1211 -4212 O-H 285 -1027 reinforcement to be same size, species, grade. and T-S 956 -2663 H-N 1147 -192 80% length of web member. Attach with 0. 1 28xY gun 648 nails @ 6" oc E - S 776 -2115 M - 1 696 -2237 R - F 212 -599 L - M 990 -290 Plating Notes All plates are 2X4 except as noted. 2 plate( s) require special positioning. Refer to 40 scaled plate plot details for special positioning OR000-* requirements. Loading #0 278 1 hip supports 7-0-0 jacks with no webs, 02/02/ 2018 two 100 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 shipw, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an csafety ractices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properly attach2d rilidiliny,. Locations shown for permanent lateral restraint If webs shall hav %brcininstalled per BC I sections 63 67 or 10 as applicable AppyplatestoeachfaceotrussandpositionasshownaboveandonteJointDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW B Inc. for any deviation from this drawing any failure to build the Xildin omponents Gau COW- shall not beresponsibletrussinconformance with NS101 1, or for han I shipping, installation an(Macm I i oftrussesA seal on this dr wing or e a ) , c over ospulAbility 2400 LakeOrange Dr. listing this drawing, indicates acceptance (?f pro ess ona en?ineering respons bility solely for the des n shown. and use ofthisrawingforanystructureis [he responsibilit of the uilding Desigrier per ANSI/TPI 1 92c.2. Suite 150 For more information see this iob's oeneral notes naae and these web sites ALPINE www alaineitw com TPI www Ininst ore SBCA www sbandustry com. ICC www.iCCsa1`e.oro Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: C1 Loading Criteria (psf) TCLL: 20,00 TCDL: 17,00 BCLL 0,00 BCDL: 10,00 Des Ld. 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " Ply 1 SEQN44153 / T6 ! COMN Cuse RR8975 JRef IW8589750188 Qty: 3 FROM: PFH DrwNo 033 18 1343 24331 KD / DF 02/02/2018 6` 3"tA it'7' 16'4" 21'1"12 6314 53'2 49 4912 s 4X4(A21 s*4X6 s6X6 2)(4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15,00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3 00 ft 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 Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun naiis( 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 0.1280" 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. Right end vertical exposed to wind pressure. Deflection meets L/240. Right cantilever is exposed to wind No 6' 3" 14 532 6 3'14 ._.... _ 11'7'.. Snow Criteria (Pg,Pf in PSF) Pg: NA CL NA CAT: N) Pf NA Ce: NA Lw NA Cs: NA Snow Duration: NA 8. 3.. Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.078 J 999 360 VERT( TL): 0.285 J 999 240 HORZ( LL). 0.028 H - - HORZ( TL): 0.064 H - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.526 TPI Sid: 2014 Max BC CSI: 0.801 Rep Factors Used: Yes Max Web CSI: 0,787 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A.1213.21 Note: Laterally brace bottom chord above filler at 2'0" O.C. Max. including a lateral brace at chord ends. 02/ 02/2018 ATE R11 Mi w1' \'1 i' i"12 1 3' 17 21' 1 b Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1068 / 292 1770 /- / 354 180 1 1269 /343 /745 /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 1 Min Brg Width Req = 1 5 Bearings B & I 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. Chords Tens Comp. B - C 875 - 1647 D - E 1344 - 2053 C - D 1140 - 2030 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 1394 - 926 K - 1 513 - 336 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp C - M 498 - 633 K - E 1812 - 1236 M - K 1571 - 1038 E - 1 737 - 966 D - K 413 - 424 1 - F 448 - 213 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r sa ety practices pnor to performing these functions installers shall provide temporarryy bracing per BCSI _Unless noted otherwise,top chord shall have property attached structural sheathing and bottom Nord shall have a propefly attached r%gld ceilln9 Locations shown for permanent latoral restraint of webs shall have bracing Instolled p r BCI sections 63, B7 or E310 as app1hcat3le. Apply plates to each face, o truss and position as shown above and on the Joint Details, un ess noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B IIildln ccomponents Group Inc. shall not be responsible for any deviation from this drewing any failure to build the truss In conformance with AN I PI 1, or for handirn shi pin , mstailatibn and bracing of trussesA eal on this drawing or cover page , listing this drawing, indicates acceptance of ?ro'ess onal en ineerin responsibilittyy sole) teal thedeli n shown. The s2bllity and use of this drawing for any structure is the responsibilitl of the Building Desigrfer peNNSI/1'PI 1 S c.2. For more information see this lob's general notes vaae and these web sites: ALPINE. www.alpineitw.com. TPI www.tpinst.did, SSCA. www.sbondustry.com, ICC: www. iccsal ALPINE AN ( f W COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL,. 32837 Job Number: N330142 Ply 1 SEQN: 44201 1 T24 1 COMN Cust R R8975 JRef 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033 18 134121660 Truss Label: C2G KM / OF 02/02/2018 Loading Criteria (psr) TCLL 20,00 TCDL: 17,00 BCLL 0,00 BCDL: 10.00 Des Ld. 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1,25 Spacing: 24.0 " G'2"? i PT 16a' 6.2..2 e.4.,1A 4.2„ 62'2 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed 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: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP 2400f-2.OE: 33 2x4 SP #2 N: Bot chord 2x8 SP 2400f-2.OE :62 2x4 SP 24001`-2.0E: Webs 2x4 SP #3 :W3, W4 2x4 SP 2400f-2.OE. W5, W6 2x4 SP #2 Ni 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 0.1280" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1,00 to 78 pif at 22,33 BC: From 20 pif at 0.00 to 20 pif at 21.15 BC: 1302 lb Conc. Load at 7,06 BC: 543 lb Conc. Load at 9.06,10.23 BC: 1371 lb Conc. Load at 11.46 54 14 49' Snow Criteria (Pg-Min 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, 18SS axe Defl/CSI Criteria PP Deflection in loc L/deFl L/# VERT(LL): 0.195 M 999 360 VERT(TL) 0 734 M 510 240 HORZ(LL): 0-071 H - - HORZ(TL): 0,170 H Creep Factor: 2.0 Max TC CSI: 0.903 Max BC CSI: 0.616 Max Web CSI 0,919 VIEW Ver: 17.02-01A.1115.21 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/240. Right cantilever is exposed to wind AV^e V w. kot VA g "0 VATS OF P 0278 t%fttAk- 02/02/2018 1'T'a 2i'112 Maximum Reactions (Ibs) Loc R /U !Rw /Rh /RL /W O 3041 ! 919 / 771 1- / 354 / 8.0 1 2964 ! 900 1744 /- / - / 4.0 Wind reactions based on MWFRS O Min Brg Width Req = 2.5 1 Min Brg Width Req = 2.1 Bearings O & I are a rigid surface. Bearing O requires 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 1906 - 6338 D - E 601 - 2012 C - D 2307 - 7650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 5612 -1674 J - 1 1640 - 475 L - J 6755 - 2024 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 451 - 1060 L - D 5349 - 1541 C - L 1194 - 366 D - J 1817 - 59W N - L 6175 - 1839 J - E 3083 - 859 L - M 2293 - 647 E - 1 944 - 3113 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 ana SBCA) f't safety practices prior to performing these functions Installers shall provide temporarybracingggperBCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom herd shall hav a properly attachd ngqid ceilmq Locations shown for permanent lot@ral restraint of webs shall have bracing installed per BCI sections 63,7 or B10 as app icable. Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW B(ild1 ,$geeom onents GroupIn shall not be responsible for an deviation from this drawin an failure to build thetrussInconformancewithAN51lTPI1orforhandii , shippin?, installation and bracingany deviation eal on this dr wingor cover page , listing this drawing, indicates acceptance of pro essiona engineeringg responsibility solely for the desi n shoWn. The sui ability and use of this drawing for any structure is the responsibility of the 8uiiding Desigrter per`ANSIrfPI 1 Sec.2. For more information see this iob's general notes bade and these web sites: ALPINE. www.alomeaw. com: TPI www.toinstoro: SBCA: www. sbcmdustrv.com. ICC: www. icesafe, PALPINE AN n`k LOM4'uf+ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: 81 Ply: 1 SEQN, 23317 / T8 / SPEC Cust R R8975 ,)Ref 1 W8589750188 j City, 3 FROM: PFH DrwNo; 033 18.1343 24722 KD / DF 02/02/2018 3'6"14 7'1"12 10'1"12 131" 12 16'8"10 20'1"12 36 14 __.. .._ _... 3,6..14 3, -- 3,._ 3'614 T5.2.. N...... 5X5D SX6SS0712 E F B2 M K / =4X4 5X10 20' 1"12 V H t 3-a L -- B3' J 2X4 - 8X8 6X6(.=) 36'14 36"14 3' 3' 3'6"14 3'5"2 3'6"14 7'1"12. 10'1"12 13'1'12 16'8"10 20'1"12 Loading Criteria (psn 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: NAi; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh f RL / W TGDL 17,00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.281 N 855 360 A 1093 ! 276 / 655 / - 166 / 5.8 BGLL: 0,00 Enclosure Closed Lu: NA Cs: NA VERT(TL) 1.240 N 315 240 1 1053 / 265 / 630 / - ! 4.0 BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL) 0,239 1 - - ! Wind reactions based on MWFRS Des Ld 47 00 EXP C _ HORZ(TL). 0 646 1 A Min Brg Width Req = 1,5 Mean Height 15 00 It Code I Misc Criteria Creep Factor: 2.0 I Min Brig Width Req = 1.5NCBCLL10,00 RTCDL42psf Bearings A & H are a rigid surface. Soffit: 0,00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,812 g g Load Duration: 1.25 ;MWFRS Parallel gist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,803 Bearing A requires a seat plate. Spacing: 24.0 " C&C Dist a 3,00 ft Rep Factors Used: Yes Max Web CSI: 0,920 Loc. from endwall: An FT/RT:20(0)/10(0) Members not listed have forces less than 375# Y Maximum Top Chord Forces Per Ply (Ibs) GCpI 0,18 Plate Type(s): Chords Tens Comp. Chords Tens Comp Wind Duration 1.60 WAVE 18SS VIEW Ver 17.02.02A.1213.2 A - B 1087 -1930 E - F 2884 - 5832 Lumber B - C 2911 - 5835 F - G 1154 - 1956 Value Set: 13B (Effective 6/1/2013) C - D 1355 - 2656 G - H 1153 - 2020 Top chord 2x4 SP #1 D - E 1369 -2654 Bot chord 2x4 SP #2 N :B2 2x6 SP SS: 133 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 :W3, W10 2x4 SP #2 N: W4, W8 2x4 SP 2400f-2,OE: Chords Tens Comp Chards Tens Comp Rt Slider 2x4 SP #3: BLOCK LENGTH = 1,991' A - P 1668 -890 J - H 1738 -952 Lumber value set " 13B" uses design values N - M 5390 -2563 H - 1 249 -410 approved 1 /30/2013 by ALSC M - K 5378 - 2534 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Webs Tens Comp. Webs Tens. Comp TC: From 78 plf at 0.00 to 78 plf at 19,81 PBB: From lb Conc. 0pllLoad at at 0,00 to 2 541f all 65,101554 tmtt fMtJl" B - P 681 - 1201 M - E 1685 - 3165 B - N 1906 - 1028 E - K 2003 - 1087 110 Plating Notes ,` + ! P • N 1906 -1028 K - J 2003 - 1110 g Ay +.00 04.0 it N - C 2278 -1064 K - F 3539 - 1617 1 plate(s) require special positioning. Refer to !1V + $ +•, C - M 1703 - 3178 J - F 681 - 1167 scaled plate plot details for special positioning V ` ' + D • M 1905 -898 requirements. Loading o. 646 Truss supports 400# meth unit; unit centered at * ; 10. 1-12; supported by BC; unit width 3-0-0, supported e by 4 trusses. + ATE Wind ' G -''" `+. - ^ .•. v' + Wind loads based on MWFRS with additional C&C "i jl` `*., Q Q,•' member design. % `....... yf. 0 278 "I``' V11" / iONA11a ,,, *a tnutu 02/ 02/20l8 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 hord shall hav a properly per BGS I sections B3, 7 or E310. unless noted otherwise. Refer to Alpine, a division of ITW Buildin omponents Group In shall not be responsible for any deviation from this dr win an failure to build the truss In conformance with ANSIf 11, or for handling, s iippmq, Installation and bracing 7f.trussesA eal on thfs dr wing or cover page listingthisdrawin indicates acceptance of proTessiionaff en ineerinq responsibility solely for the des! n shown. The suitability anduseoffthiscawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 S%c.2. For more information see this Lob's general notes page and these web sites: ALPINE. www.alpmeitw.com; TPI._www.tpmslorg; SBCA. www.sbcmdustry.com, ICC: w rccsaf ALPINE M1N' W,'0WA1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job dumber. N330142 VARIOUS Truss Label: B1A 4X 5'3" 1 5'3" 1 6'5"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld 4- Mean Height 15.00 ft NCBCLL 10,00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 i MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " 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 :B2 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1,917' Lumber value set "138" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 Oty 1 10'1"12 4'10"11 4X4 C 20' 1"12 T4" 13'9" 12 SEON 442051 T27 / SPEC Cust R R8975 JRef 1 W8589750188 FROM. PFH DrwNo 033 18 1343.19707 KM / DF 02/02/2018 15'0"7 4'10"11 20'1"12 5'i,•;_ 6'4" 20112 V M Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NAi PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W PE NA Ce NA VERT(LL): 0.059 E 999 360 A 993 1278 / 656 ! - 166 / 5.8 Lu: NA Cs: NA VERT(TL): 0.230 E 999 240 G 947 / 264 / 627 / - 1- / 4.0 Snow Duration: NA HORZ(LL): 0.022 G Wind reactions based on MWFRS HORZ(TL): 0,055 G A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201? Max TC CSI: 0,463 Bearings A & G are a rigid surface TPI Std: 2014 Max BC CSI: 0,709 Bearing A requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.305 j Members not listed have forces less than 375# FTlRT:20(0}/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp, Chords Tens. Comp WAVE VIEW Vee 17 02 01A.1115.21 A - B 1034 - 1674 D - E 1070 - 1645 B - C 1057 - 1509 E - F 1140 - 1704 C - D 1098 - 1544 Ay / `• •i ATd"o E E;'-+C t11R\aP+4' 4 `++rrr..s 0 278 14044full, utuNti ' 02/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - 1 1425 - 825 H - F 1448 - 849 1- H 973 -478 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I - C 523 - 348 C - H 574 - 395 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in lapricating, handling shippin installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) safety r'actices prior to performing these functions Installers shall provide temporary BCSI. Unless noted ottherwise,top chord shall have proper) attached structural sheathingg and bottom hord shall have a pro pperly icd ceding Locations shown for permanent lateral restraint of webs shall have braacing insTailed per BC I s coons 63, 67 or 810ile. Apply plates to each face_ or truss and position as shown above and on the Joint Details, unless note otherwise. Refer to 60A-Z for standard plate positions. a division of from this drpwin any failure to buildthe 1 seal on this dr wif5I or he suitability tforthedesinshown. ANSIJTPI 1 S c.2. ALPINE 11- 1 1, or for r acceptance any structure more information AN rV.':.MAANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number, N330142 VARIOUS Truss Label: BIB 6.a,. Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP: C Des Ld. 47,00 Mean Height: 15,00 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit] 0.00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " j C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :82 2x4 SP 2400f-2.OE. Webs 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.917' 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. Ply: 1 Qty 1 1OA- 4'10"11 4X4D 20'4" 7'4- 14' SEQN: 442081 T34 / COMN'', Cust R R8975 JRef: I W8589750188 FROM: PFH DrwNo: 033.18.134321098 KM 1 DF 02/02/2018 15'2"11 4'1711 20'4- 5'1"5 6'4 20'4" H Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria : Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Lldefi L/# Loc R / U ! Rw / Rh / RL / W Pf: NA Ce: NA j VERT(LL): 0,060 F 999 360 B 1082 / 311 / 748 / - / 183 / 8.0 Lu: NA Cs: NA VERT(TL): 0.230 F 999 240 H 953 / 265 / 632 ! - ! - ! 4.0 Snow Duration: NA HORZ(LL): 0.023 H Wind reactions based on MWFRS HORZ(TL): 0.055 H B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201; Max TC CSI: 0A66 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0,701 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0,303 Members not listed have forces less than 375# FT/RT:20 0 /10 0 1 Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17.02 01A.1115 21 B - C 1018 - 1716 E - F 1077 - 1657 C -D 1041 -1551 F -G 1132 -1717 D - E 1105 -1557 S li ATE Q .' ONAIL0278 'r4*qrt+egttlult`t"' 02/02/2018 13 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1469 - 848 1 - G 1460 - 855 J - 1 986 - 485 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 562 - 365 D - 1 570 - 393 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingg shippm installing.and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary In er BCSI.. Unless noted otherwlse,top chord shall have properlyy attached structural sheathingg and bottom hord shall have a propperly churl rigid ceilln Locations shown for ermanent lateral restraint bf webs shall have bracing inslalled per BC I sections B3, B7 or B10, applicable. App y plates to each face. ofptruss and position as shown above and on the JoincDetails, unless noted otherwise. kefer to Nfngs 16OA-Z for standard plate positions. a division of Ivi 1,orfor r acceptance any structure more information see this from this drawin an failure to build the seal on this drawling or cover pa e . Aor the d1 Sec 2hov3n. The suit bllity AL NE PINE2400Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330142 VARIOUS Truss Label: BIG Ply 1 SEQN 23319 1 T56 / SPEC Gust RR8975 JRef 1VV8589750188 Qty I FROM PFH DrwNo 033 18 1343 24675 KD / DF 02/02/2018 1011 Q 201'12 ti 167 2* 1 5'10-1 87-5 11*8 3 161,12 180 9 38,110 M. 2'2`2 zvq 16,77- 4'5"9 110 IT 5X5 4X4 E t. SX8 5X5 5X8 C D F SS0514 I L N 12 6 G H 4- 4X4 W v 82 T R' 5XIO M W, 2 C-4 i 61 0 Z. y X U6 83 Q '4X4 QX6 5X8 13X 5 X 14 6m(-) 8X8 3181*10 3.8-10 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Stdi ASCE7-10 TCDLi 17,00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL. 1000 Risk Category: 11 EXP C Des Ld 47,00 Mean Height: 15.00 ft NCBCLL 10.00 TCDL: 4.2 psf Soffit 0,00 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 20'1 12 2*5'*10 3' 3' 3 5'2 T6*14 10 . V12 13112 166-14 20 1"12 Snow Criteria (Pg.Pf in PSF) Defi/CSI Criteria A Maximum Reactions (lbs) Fig: NA Ct: NA CAT: Nk PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W Pf NA Ce: NA VERT(LL). 0.244 F 990 360 Z 1085 276 /646 /211 5,8 Lu: NA Cs: NA i VERT(TIL)i 1.080 F 370 240 p 1061 /314 /643 14.O Snow Duration: NA HORZ(LL): 0.185 P - Wind reactions based on MWFRS HORZ(TL): 0.500 P Z Min Brg Width Req = 1 5 Code I Mise Criteria creep Factor: 2.0 P Min Brg Width Req = 1 5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,704 Bearings Z & 0 are a rigid surface, TPI Stdi 2014 Max BC CSI: 0A85 Bearing Z requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0,875 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE, 18SS VIEW Ver: 17.02,02A.1213,21 684 -1211 G-H 3119 - 5647 Lumber Note: Laterally brace Top chord above filler at 70" O.C. B-C 1963 -3205 H - J 3175 -5721 Value Set: 13B (Effective 6/1/2013) Max. including a lateral brace at chord ends. C - D 1848 -2908 J - K 1169 -1902 Top chord 2x4 SP #2 N D - E 1474 -2545 K-M 1225 -2034 Bot chord 2x4 SIP #2 N 82 2x6 SP SS: E - F 1448 -2516 M-0 1236 -2038 83 2x4 SP 2400f-2.0E: F-G 1481 -2584 Webs 2x4 SP #3 W1 2 2x4 SP 2400f-2.OE: W14 2x4 SP #2 N iRt Slider 2x4 SP #3: BLOCK LENGTH = 1,991' Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "I 3B" uses design values Chords Tens Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC W-V 3178 -1806 0-0 1750 -1006 V-T 3182 -1814 O-P 273 -413 Special Loads T-R 5326 -2848 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC From 78 plif at 0.00 to 78 plf at 19.81 Maximum Web Forces Per Ply (Ibs) BC From 20 pff at 0.00to 20plfat 20.15 ....Igwlfmlowf PLB 100 lb Conc. Load at ( 8.65,10.54), (11,65,10.54) 411Ff ,11, Webs Tens,Comp. Webs Tens. Comp. Plating Notes A-Z 624 -1056 E - T 1859 -995 All plates are 2X4 except as noted, A-Y 1103 -596 T-G 1709 -3185 Y - B 1023 -1510 G - R 2344 -1246 1 plate(s) require special positioning. Refer to Y-W 1601 -1088 R-Q 2004 -1159 scaled plate plot details for special positioning B-W 1789 -1003 R - J 3444 -1763 requirements o. 3648 F C-W 1225 -722 Q - J 704 -1166 0 D-T 903 -1354 Loading Mechanical Unit Loads Supported by this Truss At Truss Unit Unit Supporting ATE X-Loc Piece Lbs. Width Trusses 10 15 BC 400,0 3,00 4 40R\V Wind ;/ o ** Mo. ip Wind loads based on MWFRS with additional C&C I'll, member design. #0 278 k— 01,44iff Note: Laterally brace bottom chord above filler at 2'0" Q.C. 02/02/2018 Max. jactuding a latetal-brace-at-cliord ends, 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 ghord shall have a pro erlyperBCIsections83B7or910finlessnotedotherwis6. Refer to' Alpine, a division of ITW BXildroomponents Group ln,. shall not be responsible for any deviation from this drawing any failure to build the truss in c(?nformance with N 11 1 1, or for handlin rsippin?, installati n and bracin,,7 7f trussesA seal on thisdr wing or cover I listing this drawing, indicates acceptance of proessionA e ipons b III solely for the design shovi7h. The suitability and en re! and use of this rawing for any structure is the responsibilityhe Building Desig%r per ANSIrrPI 1 S%c.2. For more information -see this job's general notes page and these web sties ALPINE www.aIpinei1wcom:TPI wwwtptnstorg_SBCA wwwsbcmdustry_com-ICC wwwiccsaf ALPIN 101116111111., - E m )Impmy 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Nu , mber: N330142 Ply 1 SEON 44195 1 T37 /HIPS Cust RR8975JRef 1WB589750188 VARIOUS Oty 1 FROM PFH DrwNo 033 18,1343 24332 Truss Label: 132 KD / DF 02/02/2018 Loading Criteria (psf) ' Wind Criteria TCLL20,00 ;Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLLi 0.00 Enclosure: Closed BCDL: 10,00 Risk Category 11 Des Ldi 47,00 EXP: C Mean Height: 15,00 It NCBCLL. 10.00 TCDLi 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0, 18 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 2400t-2,OE B2 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. 2' 8" 1 5X5 5 5XC T2 D 20' 4" 20' 4" 8181, it 9* 2'8" 818" 91 11 8 20'4" Snow Criteria (Pg,Pf it) PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# L-_R_ _/U111 1,Rw /--Rlh--/--R,L--"-/,W'' Pf: NA Ce: NA VERT(LL)i 0.072 G 999 3601 B 1077 / 311 /745 /166 /8,0 Lu. NA Cs: NA VERT(TL): 0,261 G 999 2401 E 991 /279 /653 / 4 0 Snow Duration NA HORZ(LL) 0.038 C - Wind reactions based on MWFRS HORZ( TL)i 0.075 C B Min Brg Width Req = 1.5 Code I III Criteria Creep Factor 2.0 E Min Brg Width Req = 1,5 Bldg Code FBC6thed2017Max TCCSI: 0,195 Bearings B & E are a rigid surface. TPI Sid 2014 Max BC CSI: 0,863 Bearings B & E require a seat plate. Rep Factors Used. Yes Max Web CSI: 0,093 Members not listed have forces less than 375# FT/RT. 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate T i ype I ( s) 41 Chords Tens Comp. Chords Tens. Comp WAVE 21 VIEWVer. 17.02.02A,12 13 B.0 840 -1455 D - E 857 -1457 C - D 894 -1182 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp I— - - ----------- - B- G 1177 -582 F - E 1178 -580 G - F 1182 -581 V ATE 40278 02/ 02/ 2018 NING-- READ AND -FOLLOW ALL NOTES ON THIS DRkWfNG-1 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS req I e extreme care in fabricating, handling, shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building 6 lentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCS' Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a properly tl rigidc%iny. Locations shown for permanent lateral restraint of webs shall have bracinig installed per BC91 sections B3 B7 or 910 ie pgyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless note. otherwis6. Refer to Is 160A- Z If r standard plate positions. a division t-onocf' 7Build ompon n A Group lure to build the cn 'thANS, lto,0,han r cover pa b . Uni indicates acceptance The suitability ty eoidrawing any structure is ALPIN 1146*1, E 2400 Lake Orange Dr. Suite 150 Oriando FL, 32837 more Job Number: N330142 Ply: 1 SEQN: 44160 / T4 / HIPS Cust R R8975 JRef 1 W8589750188 VARIOUS Oty: 1 FROM PFH OrwNo 033.18,1343,21693 Truss Label: B3G KM / DF 02/02/2018 7' 13'8" 20'4" 7, 6'8" 6'8" 6X6 T2 6 DC 1 4X8(83) 4X4 5X5 6X6(B3) 7' 1' 7' 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 Des Ld 47,00 EXP: C NCBCLL: 0.00 Mean Height: 15.00 ft 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 endwail NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP SS: 33 2x4 SP #1: Sot chord 2x4 SP #1 :B2 2x4 SP 2400f-2.OE: Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks at left end and 6-8-0 jacks at right end. Jacks have no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 20'4" 6'8" 13'8" Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL). 0.099 G 999 360 VERT(TL): 0,382 G 999 240 HORZ(LL). 0.047 F - - HORZ(TL): 0.114 F Creep Factor: 2.0 Max TC CSI: 0.894 Max BC CSI: 0,902 Max Web CSI: 0,314 VIEW Ver: 17.02.01A.1115.21 e a4 $ ATE ;t' C 40278 02/02/2018 6'8" 20 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2029 /591 /- /- /- l&0 E 1968 /557 !- /- /- /4.0 Wind reactions based on MWFRS B Min Big Width Req = 2A E Min Brg Width Req = 1.6 Bearings B & E are a rigid surface. Bearings B & E 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 1073 - 3778 D - E 1048 - 3675 C - D 893 - 3190 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 3299 - 919 F - E 3190 - 893 G - F 3264 -916 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 824 - 59 D - F 792 - 46 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regt Ire extreme care in fabricating, handlingshippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety rlractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properjY attached structural sheathing and bott m hord shall have a propefiy attached ngqid ceilln Locations shown for permanent lateral restraint of webs shall have bracngg installed p rGl sections ¢3, B7 or 810, as apphcabie. Apply plates to each face. oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine , a division of ITW B ildn omponants Groupp Inc. shall not be responsible for any deviation from this drawin an failure to build the truss In eanfprmance with NStl/I 1, or for handhri4 shippinfq, Installation and bracing of,trussesA seal on this drwi or cover pa e listing this drawing indicaes acceptance of Aroiiessrona engineering responstbihty solely for the desi n sho n. The suitability and use o this yawing or any structure is a responsibility of the Building Desig er per ANSI(fPl 1 S c.2. For more information see this lob's general notes orme and these web sites. ALPINE: www.aloineitw.com: TPI: www.toinstore. SBCA: www. sbcmdustrv.com. ICC www. icesat ALPINE Z CQMOA 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: D11` Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL 0.00 BCDL 10,00 Des Ld 47 00 NCBCLL. 10 00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " i_ mt_ .. Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15,00 ft TCDL 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwali: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 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 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/240. Laterally brace BC above filler Q 24" O.C. (or as designed )Including a brace on BC directly above both ends of filier(if no rigid diaphragm exists at that point) more Ply i SEON 44197 / T44 ! HIPM Cust R R8975 JRef 1 WB589750188 Oty 1 FROM PFH DnvNo 033 18.1343.23566 KM / DF 02/02/2018 28.' 6'07 10'2' 114" 2;8 _.. 34„7 4.1..9 ...... 12, 4X8 T2 r M 2'4'8 T7"15 0'0"15 1 10"10 24'8 60 7._. R.i..fi_ 10.7..: 1'2" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: I j PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.109 M 999 360 B 644 / 176 / 483 / - / 301 / 8.0 Lu: NA Cs: NA VERT(TL): 0.414 M 513 240 G 543 f 166 / 426 ! - / - t - Snow Duration: NA HORZ(LL): 0.074 G - - Wind reactions based on MWFRS jI HORZ(TL): 0.178 G B Min Brg Width Req = 1.5 Code/ Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.836 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.500 Bearing B requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.842 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02 01A.1115 21 B - C 301 -460 C - D 498 - 873 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. C - M 579 - 673 L - J 764 - 883 M - L 769 - 885 J - H 724 - 794 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. D - H 720 -748 E - G 491 - 456 f ATE • to R\v 0 278 r S/0A;rB` 02/02/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h_aandling sh,ppin installing.and bracing. _ Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fbF safety ractices prior to performing these functions Installers shall provide temporary SCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Nord shall have a pro pperly iiid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracln installed per BC I sections 63, 67 or E31 Q, ie. ADoTv plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to any from this drawin anVV failure to build the seal on thisgdr wirt9 or cover pa efforthedeSic2hovJn. The suit9ability oro: SBCA. w sbcindustrv.com, ICC. w iccsaf ALPINENE AN ,OWANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330142 Ply i SEON 44199 / T5 ( HIPM Cust R R8975 JRef i W8589750188 VARIOUS Oty i FROM PFH DrwNo 033 18 1343 23644 Truss Label: D2T KM t OF 02/02/2018 9' 11'4" 2.q.. H0610p E t_ t. 12 X4 GF t7! KL 1112X4 1113X6 2X4( A1) `_ 2X4 11' 4 _.. _. _... _-._---- .._, 1- 1• .. *... 2. 4..8 .... 6.2..a ...... + 11"14 2' 4-'8 9' — 9.1114 1'4" 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh --/ RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA j VERT(LL): 0.176 K 760 360 1 B 644 1 178 / 487 / - / 267 / 8.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,673 K 316 240 ? F 543 / 165 / 400- BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0,088 H - - ! Wind reactions based on MWFRS EXP: C Des Ld 47.00 !Mean Hei ht 15A0 ft HORZ( TL): 0,211 H i B Min Brg Width Req = 1.5 g Code / Misc Criteria Creep F Min Brg Width Req = - NCBCLL: 10.00 R Factor: 2.0 j TCDL: 4.2 psf Bearing B is a rigid surface. Soffit: 0psf BCDL: 50BldgCode: FBC 2014 RES Max TC CSI: 0.713 R Load Duration: 1.25 ist: 0 to h/2 TPI Std: 2014 ! Max BC CSI: 0,358 Bearing B requires a seat plate. MWFRS Parallel D Spacing: 24. 0 " ! C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.513 ;Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpr 0 18 Plate Types):_- Chords Tens.Comp, Chords Tens, Comp Wind Duration 1.60 WAVE, HS VIEW Ver 17 02 01A 1115 21 — - - I B - C 413 - 549 D - E 382 - 391 Lumber C - D 303 - 559 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2,OE Chords Tens.Comp. Webs 2x4 SP #3 Lumber value set " 13B" uses design values K - J 426 - 577 approved 1/ 30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp Webs Tens. Comp All plates are 4X4 except as noted. D - J 670 - 467 G - E 605 - 625 Wind J - E 827 - 848 G - F 555 - 529 Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. R"44801 y/ Deflection meets L/240.e• t _i Laterally brace BC above filler @ 24" O.C. (or as designed )Including a brace on BC directly above f•••f • R• f ff% bothends of filler(if no rigid diaphragm exists at f ff• ,` thatpoint) f F o. 648 • R R R R RrATE 0 278rrtgONAI. uUtlfl{t1{ t11 02/02/ 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 sIn pin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) fo( .1 ety ( r' actices prior to performing these functions. Installers shall provide temporary bracin per BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 4hord shall have a properly attach a r gid ceilln Locations shown for permanent lateral restraint Of webs shall have braclnq ins @.Iled per BC sections B3, B7 or 810, as appIcae. App y platesto each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group In shall not be res onslble for any deviation from this drawing any failure to build the ."WCO oaw truss In conformance with ANSUI 1 1, or for handlin j shippmq, installation and bracing of,trussesA Seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro) een ineering responsibility solely for the desr n hown. The sui brhty Suite 150 and useofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSUTPI1Sc. . For more information see this lob's general notes page and these web sites: ALPINE. wwwat ineirw.com, TPI. www.t instor , SBCA: www. sbcindustr .com: ICC. www.iccsafe.or Orlando FL, 32837 Job Number. N330142 VARIOUS Truss Label: D3GT Ply: 1 SEON: 441631 T13 l HIPM Cust RR8975 JRef: 1W8589750188 Oty 1 FROM PFH " DrwNo 033 18 1343 23722 KM t DF 02102/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL 10.00 Des Ld: 47. 00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1. 25 Spacing: 24.0 " Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed 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: NA GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 W Bot chord 2x4 SP #2 N : 132 2x4 SP 2400f-2.OE: Webs 2x4 SP # 3 Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Plating Notes All plates are 2X4 except as noted. Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0- 0 overhang. End jacks have 7-0-0 setback with 0-0- 0 cant and 1-0-0 overhang. Right side jacks have 0-0- 0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Laterally brace BC above filler @ 24" O.C. (or as designed )Including a brace on BC directly above both ends of filler(if no rigid diaphragm exists at that point) 7' 7, 4. 4„ 5X5 r:::.4X6 D 12 E 1 i'4" 1 t 2 8 4. 4., 3.5..8 a 2 8 7' 10 5"8 A' Snow Criteria ( Pg. Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT. NA; PP Deflection in loc L/deFl L/# Loc R / U ! Rw / Rh ! RL W Pf: NA Ce: NA VERT(LL): 0.158 K 852 360 1 B 970 / 306 (- / - / 95 8.0 Lu: NA Cs: NA VERT(TL)0 608 K 350 240: F 1302 / 351- Snow Duration. NA HORZ(LL). 0 050 F - - Wind reactions based on MWFRS HORZ(TL) 0 121 F B Min Brg Width Req = 1,5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - Bidg Code: FBC 2014 RES Max TC CSI: 0.846 Bearing B is a rigid surface. TPI St& 2014 Max BC CSI: 0.865 Bearing B requires a seat plate. Rep Factors Used: No Max Web CSI: 0.666 Members not listed have forces less than 375# FT/RT:20( 0)I10(0) Maximum Top Chord Forces Per Ply (ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17 02 01A 1115 21 B - C 475 - 1271 D - E 407 - 1445 C - D 505 - 1674 4 K ATE b# f 90278 p Rt w, Vt\• f Nri` i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1010 - 304 L - J 1446 - 324 C - L 1514 - 345 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 359 - 1191 G - E 405 - 1299 L - K 527 - 139 G - F 370 - 1281 J - E 1749 - 447 02/02/2018 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 Component Safety Information, by TPI and SBCA) f0 safety practices prior to performing these functions. Installers shall provide temporary bracin per 6CSL, Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom hard shall have a properly attach , rtggid ceiiln Locations shown for ermanent lateral restraint bf webs shall have brawn Installed per BC I sections B3, B7 or 10, as appllcame. Applyy plates to each face_ ofPtruss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B41ildin cettan ompon nts Group InC. shall not be responsible for any deviation from this drawin ally failure to build the truss in conformance wdh ANSIor or handlin shipping, installation and bracing of trussesA seal on this drawngg or cover page listing this drawing indicatesce Qf ro essionaf en sneering responsibilittyv solely for the desi n shown. The suitability and use of this drawing forysucture is fPiie responslbilit of the Building Desigrier per ANSIffPI 1 S c.2. For more information see this fob's oeneral notes oaoe and these web sites- ALPINE: www. alomeitw. corn TPI. www.Most .oro: SBCA. www. sboindustrv.eom: ICC. www.iccsaf ALPINEINE AN 3`V ' PA' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: FG1 Ply: 1 SEQN: 441641 T35 / FLAT Gust R R8975 JRef. i W8589750188 Oty i FROM PFH DrwNo 03318.1343.21926 KM / DF 02/02/2018 Loading Criteria (pst) : Wind Criteria 2' 4' 57'10 8' 10, 1VY4 2 2 1710 74"6 2 1 3 4 2X4 2X48X8 2X4 2X4 04 2X4 6X6 f A B C D E 2X4 F 1i R M W7 O ^ a I 2' 2' TCLL 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10,00 Risk Category II EXP. C Des Ld 47,00 Mean Height 15.00 fl NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0 18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W7 2x4 SP 2400f-2.OE 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 74 plf at 0.00 to 74 plf at 11.27 BC: From 20 plf at 0.00 to 20 plf at 11.27 TC: 527 lb Conc. Load at 8.00,10,00 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/240- Additional Notes Truss must be installed as shown with top chord up. 2X4 2X4 4X10 i2X4 2X4 3 6 2X4 Iii2X4 1 1' 3"4 2' 17'10 2'4"6 2' 1'3"4 4 _ 571,10 8-.. - - 10' _ a 11 3"4; Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl U# Loc R ! U / Rw ! Rh / RL W Pf: NA Ce: NA VERT(LL): 0.058 E 999 360 L 742 ! 641 / - ! - f - 7.3 Lu: NA Cs: NA VERT(TL): 0.225 E 988 240 1 G 1371 1419 f - ! • ! - Snow Duration: NA HORZ(LL): 0.003 F Wind reactions based on MWFRS HORZ( TL): 0.007 A L Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = - Bldg Code FBC 6th.ed 201i Max TC CSI: 0,426 I Bearing L is a rigid surface. TPI Std: 2014 Max BC CSI: 0,503 Bearing L requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0,425 FT/ RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate T e s ypO--------------- Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17.02 01A.1115 21 t _......_ A - B 742 - 1427 D - E 742 - 1426 B . C 742 - 1427 E - F 742 - 1426 C - D 742 - 1426 i v tv, vv-ten. 4. ATE Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - L 606 -706 J - P 1476 - 763 A - M 1541 - 777 P - R 1541 - 772 M - O 1527 - 749 R - F 1534 - 767 O - J 1539 - 750 F - G 400 - 1264 D - J 511 -855 02/ 02/20 (8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses require extreme care in fabricating, handlin shi ping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building omponentSafetyInformation, byY TPI and SBCA) fo'r safety practices pnor to performing these functions Installers shall provide temporary bracing per l3CSl. Unless noted otherwise,top chord shall have proper)yy attached structural sheathingq and bottom herd shall have a propperly attached nggld ceding Locations shown for ermanent lateral restraint df webs shall have braacingq mslalled per BCI sections 83, 67 or t310, as appllcat3le Apply plates to each face otptruss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build ng Components Group Inc shall not be resRonsibie for any deviation from this drawing apy failure to build the truss m conformance with ANIV1, PI 1, or or handlinct shipping, mstallatibn and bracing gf.trussesA seal on this draw,inj or over pa e , listingthisdrawingindicatesacceptancepfproTessionafengineeringresponsibilitysolelyforthedesinshown.he suitablhty anduseofthisrawingoranystructureistheresponsibilitfoftheBuildingDesignerpeANSITPI1Sc.2. or more information see this lob's general notes bade and these web sites. ALPINE: www. aibineaw.com. TPI: www.toinst ore: SBCA: www. sbcindustrv.com. ICC: www.iccsaf ALPINE Ann , O~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: DGE Ply 1 SEQN 44165 / T45 t GABL Cust RR8975 JRef 1W8589750188 Qty: 1 FROM PFH DrwNo 03318134319878 KM / DF 02/ 02/2018 Loading Criteria (psf) TCLL: 20,00 TCDL: 17,00 BCLL: 0.00 BCDL 10.00 Des Ld 47, 00 NCBCLL: 10,00 Soffit: 0,00 Load Duration: 1. 25 Spacing: 24.0 " 271 3'11" 1 5'3" 1 6'7" 1 7'11" 1 9'3" 1 10'5"8 7 2„ 1 1,4„ "_ 1 4" 1,4„ 1,4, 1 4" 1'2 7 12 5.9 4B4 C D E F G H 4';4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Endosure: Closed Risk Category: II EXP:C Mean Height: 15. 00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 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 #2 N Webs 2x4 SP # 3 Lumber value set " 138" 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 A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. N 0o JI1 1 UJ 1 of I / II 1 7J 1 1VUO Snow Criteria (Pg Pf 1n PSF) Defi/CSI Criteria Maximum Reactions (lbs), or "=PLF Pg: NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA j VERT(LL): 0.001 O 999 360 j I' 98 / 28 160 /- / 5 / 125 Lu: NA Cs: NA VERT(TL): 0.003 O 999 2401 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL) -0.001 O - I Min Brg Width Req = - HORZ(TL) 0. 002 O Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 i Bearing A requires a seat plate. Bldg Code: FBC 6th.ed 201? Max TC CSI: 0.140 TPI Std: 2014 Max BC CSI; 0,096 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,039 FT/RT:20( 0)/10(0) Plate Type(s): WAVE VIEW Ver: IIT02.01A.1115.21 R' ATE RRRi • RR' R Y a0 27x"'%*. 7/ 0NAI. 02/02/2018 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, handiin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BGSL. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall hav properly attach eea rigideellln9LocationsshownfartaermanentlateralrestraintofwebsshallhavebracinginstalledperBGisections63, or 610, Rapp Apply plates to each face, of truss and position as shown above and on the Joincpetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Btiildinl1Components Group In shall not be respponsible for any deviation from this drawingg an failure to build the truss in conformancewithANSIfPI1, or for handling s iipping, installatidn and bracing of trussesA seal on this drawiX or cover pa e listing this drawing Indicates acceptance of proFessionaf engineering responsibility soleiv for the desi n shown. The suitability and use othisyawingoranystructureistheresponsibilit}7 of the Building Designer per ANSI1TPI 1 S c.2. For more information see this lob's oeneral notes oaoe and these web sites. ALPINE: www.aioineil w.com. TPI. www.toinstoro: SBCA: www. sbandustrv.com. ICC www. iccsO ALPINE AN rrw COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: El Ply: 1 SEON: 44166 / Tt 1 / SPEC '..... Cust R R8975 JRef: 1 W8589750188 Oty 2 FROM PFH DrwNo 033 18 1343 24409 KD / DF 02102/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL 10.00 Des Ld. 47. 00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1. 25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 16. 23 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 Webs 2x4 SP # 3 Lumber value set " 13B" 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 C&C member design. End verticals exposed to wind pressure. Deflection meets L/240. Right cantilever is exposed to wind S 9'9' 12 4x4 C 04 14x4 _... Ir _......... ..._ _ 8.7. 4 24 214 Snow Criteria ( P9, P(m 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 1'1. 12 1.1 4 9 9.12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0. 004 B 999 360 VERT(TL): 0. 016 B 999 240 HORZ(LL) -0 004 C - - HORZ(TL) 0 005 C Creep Factor: 2. 0 Max TC CSI: 0.605 Max BC CSI: 0.693 Max Web CSI: 0.425 VIEW Ver: 17. 02.02A.1213.21 a @ ATE C 0 278 f* fr l Q t Y Maximum Reactions (ibs) Loc R /U / Rw /Rh /RL /W 1 527 ! 150 / 301 / - / 271 / 1.5 G 706 /197 / 440 /- /- /4.0 Wind reactions based on MWFRS I Min Big Width Req = 1 5 G Min Brg Width Req = 1.5 Bearings I & 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. B - H 487 - 309 G - D 546 - 212 C - G 463 - 285 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and 56CA) f safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSL_ Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach p n 99id cellln Locations shown for ermanent lateral restraint df webs shall have braae nq Installed per BC I sections B3, B7 or 810. as applicat5le. App y plates to each face, ofPtruss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawjngs 160A-Z for standard plate positions. Alpine, a division of ITW Bt ildin omponents Group Inc. shall not be responsible for any deviation from this drpwing any failure to build the truss in conformancewithANSI11, or for handling, shipping, installation and bracing of.trussesA eal on this drawing or cover page, listing this drawing indicates acceptance of pro essiona engineeringg responsibility solely llor the desi n shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIlTPI 1 S%c.2. For more information sae this job's general notes page and these web sites. ALPINE www.alprneilw.com: TPf. www.tRinslorg: SBCA: www.sbcindustry.coin: IGC: www.iccsaf ALPINE N ff W iOMAANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: E1A Ply i SEQN 44167 / T2 / SPEC Cust R R8975 JRef t W8589750188 City: 2 :FROM PFFI DrwNo. 033.18 1343 21909 KM ! DF 02/02/2018 Loading Criteria (psf) TCLL: 20,00 TCDL: 17.00 BCLL 000 BCDL 10,00 Des Ld. 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24 0 " Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure. Closed Risk Category it EXP:C Mean Height: 16.23 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwalL Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 End verticals exposed to wind pressure. Deflection meets L1240. Left and right cantilevers are exposed to wind 9 9`12 124'9"12 4x4C 4 64IT12 t . N2.4 17' 12 `. ..... ____. 62 ......... .». 9.9.:12^ 174 1 ip Snow Criteria (P9Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAj PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.002 1 999 360 1 H 594 / 175 / 416 / - 1271 / 4.0 Lu: NA Cs: NA VERT(TL): 0.005 C 999 240 G 588 / 169 / 402 / - / 4.0 Snow Duration: NA HORZ(LL): -0.002 D Wind reactions based on MWFRS HORZ( TL). 0.003 D H Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1 5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,608 Bearings H & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0,301 Rep Factors Used: Yes Max Web CSI: 0225 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/ RT:20(0)/10(0) Webs Tens.Comp Webs Tens. Comp. Plate Type(s) WAVE VIEW Ver 17.02.01A.1115 21 B - H 510 -266 C - G 407 - 289 H - C 412 - 293 G - D 499 - 256 oer4 ks ATE : cZ RC ,, s/ Q ilat.,n v 027802/ 02/2018 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 hord shall have a propperly per BC91 sections B3, B7 or 810, finlessnotedotherwise. Refer to Alpine, a division of ITW BuildlnlComponents Group Ins. shall not be responsible for any deviation from this drawing any failure to build the truss to conformance with ANSI/! PI 1, or for handlirtq shipping, lnstallatidn and bracing of•trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro5esstonaf engineering responsrbilit solely for the design sshov0h. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sbc.2. ALPINE nN rtW :OMPnnv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: E2G Ply 1 SFQN 44168 / T31 / HIPS 1 Cust R R8975 JRef 1 W8589750188 Oty 1 FROM PFH DtwNo 033 18 1343 21349 KM t DF 02/02/2018 Loading Criteria (psf) TCLL 20,00 TCDL: 17.00 BCLL 0,00 BCDL: 10.00 Des Ld. 47.00 NCBCLLi 10,00 Soffit: 0,00 Load Duration: 1,25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: It EXP:C Mean Height: 15.74 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpr 018 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIP #2 N Bot Chord 2x4 SIP #2 N Webs 2x4 SIP #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 pif at -1.00 to 78 pif at 11,00 BC: From 20 plf at 0.00 to 20 plf at 9,81 TC: 147 lb Conc. Load at 3.03 TC: 90 lb Conc. Load at 5.00 TC: -52 lb Conc. Load at 6,97 BC: 135 lb Conc. Load at 3.03 BC: 56 lb Conc. Load at 5.00 BC: 72 lb Conc. Load at 6,97 Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/240. Left and right cantilevers are exposed to wind Additional Notes WIND LOAD CASE MODIFIED! 4 2*1115 7' 99,12 2" 4 2'9"11 4'0"1 2'9"12 12 C5 .,: 4U4 6' 8_ _.__.. . 1'5..12, A 6.4.' 1.7..12 2* 4 1,7"12 8.2" g,6..t2 1. 2"4 Snow Criteria (PgPf In PSF) Defl/CSI Criteria i Maximum Reactions (lbs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Lpc R / U ! Rw ! Rh f RL ! W Pf NA Ce: NA VERT(LL) 0.011 B 999 360 1 899 / 416 ! - / - / 0 / 4.0 Lu NA Cs NA VERT(TL) 0.039 B 795 240 H 705 / 235 ! - (- ! - / 4.0 Snow Duration. NA HORZ(LL) -0.005 D Wind reactions based on MWFRS HORZ( TL): 0.012 D I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 1.5 Bldg Code FBC 6th ed 20l7 Max TC CSI 0,534 Bearings I & H are a rigid surface. TPI Std 2014 Max BC CSI: 0.708 Rep Factors Used: Yes Max Web CSI: 0,211 Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Plate Type(s) : -- WAVE VIEW Vec 17.02.01A.1115.21 I - C 335 - 519 67 • SITE a*. NS Ff !• kllrsw • u 278 02/ 02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling9 shipping, installing_and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Infprmation, byv TPI and SBCA} toy safety practices poor to performing these functions. Installers shall provide temporary bractn per BCSL. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a properly attach d n qidceiltn Lopations shown for permanent latgral restraint of webs shall hav bracin installed per BC i s ctions 133, 67 or 810, as app ica e. Apply plater to each face. p truss and position as shown above and on tt a Join Details, unless note otherwise. Refer to drawings 160A-Z for standard plate positions. O PI 1; or for r acceptance any structure any deviation from this dr?win anyy failure to build the 1g of trussesA real on this dr wiriq or cover page sibilittvysolelyorthedesinshown. The suitability lesigrierperANSI/TPI 1 SK.2. TPI. wwwloinst. oro: SBCA: www.Ocindustry com. ICC: www.iccsaf ALPINE u+ nwco.+ rnrn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330142 Ply 1 SEQN 44169 / T40 / VAL Cust R R8975 JRef: 1 W8589750188 VARIOUS Qty 1 FROM PFH DtwNo 033.18.1343,20784 Truss Label: MV8A KM / DF 0210212018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld, 4700 NCBCLL 10.00 Soffit 000 Load Duration: 1 25 Spacing. 24 0 " 2'7"1 2'7"1 271 271 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15,00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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' 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 Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 8' 5'4"15 5'4"15 8' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.001 C - - HORZ(TL). 0.003 C Creep Factor 2.0 Max TC CSI 0 665 Max BC CSI: 0.254 Max Web CSI: 0.292 VIEW Ver: 17.02.01A.1115.21 O. 10040 R R ATE ir fj «R twtrww• 0 278 rf Q tt A•i 02/02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W F* 98 /26 /58 /- /4 /96.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingq shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbi safety practices prior to performing these functions Installers shall provide temporary bracing per BGSI._ Unless noted oytherwise,top chord shall have properlyy attached structural sheathingg and bottom Nord shall have a propperly attached n91d ceilln9 Locations shown for ermanent lateral restraint Of webs shalt have bracin InsTalled per BGI secoons 63, B7 or Bt 0 as applicable Apply plates to each face. ofPhuss and position as shown above and on the Joinf9Detads, unless notetl otherwise. i7efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildntt CComponents Group Inc. shall not be responsible for any deviation from this drpwin any failure to build thetrussinconformancewithANViol1, or for handlin% shipping, installation and bracing of_trussesA eal on thr dr wr or cover pa e . _ listing this drawin indicates acceptance of pro) en sneeringg re onsibihty solely lor the des n shod. The suit9abrbtyanduseofthis rawing for any sructure is the responsibilit of the BufldlNg Desigrier per ANSI/TPI 1 Sac.2. For more information see this lob's Oeneral notes Daoe and these web sitesALPINE www.aioinettw.core TPI. www.toinst.Ora. SBCA: www.sbcinduslrv.com: ICC: www.iccsaf Kim= 1rnMei — 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job hfumber. N330142 Ply. 1 SEQN. 44170 / T70 / VAL Cust R R8975 JRet 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033 18.1343 20036 Truss Label: MV6 KM / DF 02/0212018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: li EXP: C Des Ldi 47.00 i Mean Height: 15.00 It NCBCLL: 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 1 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C8C Dist a: 3.00 ff Loc. from endwall: Any GCpr 0,18 Wind Duration: 1.60 Lumber Value Set: 136 ( Effective 6/i/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design Right end vertical exposed to wind pressure. Deflection meets L/240. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 5'8"8 6' 5'8" 8 3 2x4 C R DF E 3X6Snow Criteria ( PgPf m PSF) Defl/CSI Criteria Fig, NA Ct: NA CAT NA!, PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ( LL): 0.014 E i HORZ(TL): 0. 033 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th. ed 2017 Max TC CSI: 0.581 TPI Std: 2014 Max BC CSI: 0.422 Rep Factors Used: Yes Max Web CSI: 0.302 FT/RT:20(0)/ 10(0) Plate Type(s): WAVE VIEW Ver: 17. 02.01A, 11 15.21 DNS V t , o : VATE OF f.t fir •wwwwrwww 0 278 s r. QNA`1- 02/02/2018 Maximum Reactions (lbs), or *= PLF Loc R /U /Rw / Rh /RL /W F* 98 / 24 170 /- / 23 / 72.0 Wind reactions based on MWFRS F Min Brig Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp B - E 377 - 206 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlingg shipping, installingand bracing. Refer to and follow the latest edition of SCSI (Building mponent Safety Information, by TPI and SBCA) fZai safety practices prior to performing these functions. Installers shall provide temporary cm per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly chdd riggid ceiling Locations shown for permanent lateral restraint bf webs shall have braacin insTelled per BCSI sections 63, 67 or 610, appllcatFle. Apply plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. ine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the s In c9nformance with, 1 1, or for handling, shippin , installation and bracing 9f trussesA eai on this drawirtg or cover page , _ mg this drawing indicates acceptanceofpro''esslonal en ineeringg responslbdityN solely 1lor the design shown. The suitability J use of this drawing for any structure Is the responsiblIVof the building Desigder per ANSI/TPI 1 Sec.2. more information see this iob' s aeneral notes oaoe and these web sites: ALPINE: www.almneaw.com: TPI: www.minstora: SBCA: www. sbcindustnt.com. ICC www.iccsaf ALPINE AN (7W 110,ip v 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330142 Ply 1 SEQN 44171 / T7 / VAL Cust R R8975 JRef 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033 18 134120160 Truss Label: MV6A KM / DF 02/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL. 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc, from endwall Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "I 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 . 2'7"1 6' 27-1 3,4„15 27 1 27 1 Snow Criteria (P9 Pf in PSF) Pg:NA Ct:NA CAT N/ Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3'4" 15 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.010 E 999 240 HORZ(LL). -0.001 C - HORZ(TL) 0 002 C Creep Factor. 2.0 Max TC CSI 0 343 Max BC CSI: 0.102 Max Web CSI 0 141 VIEW Ver. 17.02.01A.1115.21 e4,0` Q 13sw••" 6V 0 27x s rN QI 02/02/ 2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W F* 98 / 24 / 59 /- / 6 / 72.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have proper)Y attached structural sheathing and bottom phord shall hav a properly attach, d rigid ceiling Locations shown for permanent lateral restraint Uf webs shall have bracing installed per BCSI sections B3, 7 or 610 as applicable. Apply plates to each face of truss and position as shown above and on the JolntDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B ildr$ omponpnts Group 1% shall not be responsible for any deviation from this drawing any failure to build the truss m cgnformance with NSI/lI 1, or or handlincL shipping, instailatidn and bracing of,trussesA seal on this drawirf9 or cover page , listin this drawing indicates acceptance of proTesstonar en ineering responsrbiht sole )v for the desi n shown. The suiTabtltty andrseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesigXerpePANSI/TPI 1 S-6c.2. KOF AN 1- COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: MV4 Loading Criteria (psf) TCLL: 2000 TCDL: 17,00 BCLL 0,00 BCDL: 10,00 Des Ld: 47.06 NCBCLL 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing 24.0 " Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Ply 1 Qly: 1 3'8"8 4' 3 8'8 _ 3"8 12 :2X4n C 4' 3'8"8 3'8"8 Snow Criteria (Pg,Pf in PSFI Pg: NA Ct: NA CAT Ni Pf: NA Ce: NA Lw NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE V zi E 3X6 SEQN: 441721 T12 / VAL ! Cust R R8975 JRef: I W8589750188 FROM. PFH DrwNo 033,18 1343.20362 KM / OF 02/02/2018 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL): NA HORZ(LL)_ 0.004 E HORZ(TL). 0.009 E Creep Factor: 2 0 Max TC CSI: 0,229 Max BC CSI: 0 187 Max Web CSI: 0.118 VIEW Ver: 17 02.01A.1115.21 s /* 4 ATE 0 Fj •••ws R 0 278 02/02/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 97 /22 /68 /- /15 /48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d ngtd ceding Locations shown for rmanent lateral restraint of webs shall have braein installed per BC I sections B3, B7 or 610 as applicable. Apply plates to ach face, ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buuildl1n CComponents Group In . shall not be responsible for any deviation from this drawin an i failure to build the truss in cpnf rmance with ANSI R1 1, or for handlin sllippin , installation and bracing of trussesA eal on this dr wiri or cover pa listingthisdrawingindicatesacceptancegfprolessionaenineeringresponsibilitysole )V Aor the design sho n. The sui tlity anduseofthisdrawingforanystructureistherespons(bilit?of the Building Designer peY ANSI/TPI 1 Sec.2. or more information see this lob's oeneral notes Dade and these web sites: ALPINE. www.alpineaw.com: TPI: www.tDinst.ord; SaCA. www.sbcmdustry com: ICC. www.iocsaf Wr= m rfw.'0-'-y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: MV4A Ply: 1 SEQN: 44173/ T1 t VAL Cust RR8975 JRef IW8589750188 Qty 1 FROM: PFH DrwNo 033 18 1343 21207 KM / DF 02/02/2018 Loading Criteria (Psf) TCLL. 20,00 TCDL 17,00 BCLL: 0.00 BCDL 10.00 Des Ld, 47,00 NCBCLL 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure. Closed 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 CRC 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 Webs 2x4 SP #3 Lumber value set "I 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 . 2'7" 1 2'7°ll . 12 4X4 5.9 B 4' 1'4„ 15, 2X4 C f v M t-. DF 2X4 4' 27" ll 1'4"15 271 4' Snow Criteria (Pg. f in PSF) ; Defl/CSI Criteria Pg: NA Ct NA CATNA,, PP Deflection in loc L/defl L/# Pf NA Ce. NA VERT(LL): 0.003 E 999 360 Lu: NA Cs: NA VERT(TL): 0.010 E 999 240 Snow Duration. NA HORZ(LL): 0.001 E - - HORZ( TL): 0.002 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201d IMax TC CSI: 0,086 TPI Std 2014 Max BC CSI: 0,082 Rep Factors Used. Yes Max Web CSI: 0,060 FT/ RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 01A 1115,21 i 7- 71---- ATE f' e ••R••• j A 0 278 `!!!ri , NAI.t` v 02/ 02/20I 8 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom hord shall hav@ a properly perBCSoIsectionsB3, t37 or 910 lnlessnotedotherwise. Refer to' Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 97 /22 /61 /- /9 /48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Alpine, a division of ITW Buildin,$Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSIrI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawlrfg or cover page listing this drawing indicates acceptance of pro esslona en ineeringg responsibilitt vr solely for the des i n shown. The suitability and use of this drawing for any structure is fhe responsibilit of the Building DeslgrSer per ANSIrfPI 1 S2c.2. For more information see this iob's general notes Pape and these web sites. ALPINE: www.alpmeaw.com: TPI'. www.tpinst.orq, S8CA: www.sbcmdustry.com, ICC www.iccsaf ALPINE NEAN fRY 0,.P r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Wumber. N330142 Ply 1 SEQN 44174 / T64 ! VAL Gust R R8975 JRef i W8589750188 VARIOUS Qly 2 FROM. PFH DrwNo 033.18.1343.21254 Truss Label: MV2 KM i DF 02/02/2018 12 5.9 B A 4X4(D1) co t_ j CD 2' 2' 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf ,n PSF) Defl/CSI Criteria i Maximum Reactions (Ibs), or "=PLF TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NAPP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL. 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 D" 97 / 16 / 61 /- / 12 / 24.0 BCLLi 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.025 B 999 240 Wind reactions based on MWFRS BCDL 10,00 Risk Category: II Snow Duration NA HORZ(LL): 0,003 B - D Min Brg Width Req = Des Ld 47.00 EXP: C HORZ( TL): 0.006 B Bearing A is a rigid surface. Mean Height: 15.00 ft NCBCLL. 10,00 TCDL: 4.2 sf !Code / Misc Criteria Creep Factor: 2.0 j Soffit: 0,00 gCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,078 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.147 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) Wind Duration 1.60 WAVE I VIEW Ver. 17 02 01A 1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1130/2013 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 . R ` S • f o. 646 R R p'• ATE :`ae; Jlry • RRR Rt4RR 1F kf rtttlt# iWit 02/ 02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing qer BCSI._ Unless noted o herwi e,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached r d ceilin Locations shown or ermanent lateral restraint of webs shall have br cin Installed per BC i sections 63, 67 or 10, as applicable. Apply plates to each face. to Truss and position as shown above and on the Jaoint9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW B Iilding omponents Group Inc, shall not be responsible for any deviation from this drawin any failure to build the mnmMan„. truss in c9nformance with ANSI/T 11, or for handlin shhi pin , installation and bracing of,trussesA seal on this dr wirfg or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of ppro'ess onaiq en ineerI g responsibility soles for the desi n shown, The suif abibtySuite 150 anduseofthisgrawingforanystructureismeresponsibilitylofthebuildingDesigrierpeNNS1/TPl 1 S c.2. For more information see this job's general notes page and these web sites. ALPINE. www.al merw.com. TPI. www.t instor SBCA. wwwsbcindust .coin; ICC. www.iccsafe.or Qrland0 FL, 32837 Job Number: N330142 VARIOUS Truss Label: HJ7 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL: 10,00 Des Ld 47,00 NCBCLL: 0,00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 1'512 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 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: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" 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. Ply 1 SEQN 44175 / T41 / HIP_ Cust RR8975 JRef iW8589750188 Qty 3 FROM: PFH DnvNo: 03318134324535 KD / DF 02/02/2018 5'3" 7 9'10"1 5,37- 4'6" 10 _ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code ! Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE LJ 17 9'10"1 9'10"1 Defl/CSI Criteria I Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0,031 F 999 360 i B 480 / 148 / - / - (- 110,6 VERT(TL): 0.119 F 999 240 D 303 / 153 ! - 11 5 HORZ(LL) 0.008 C E 437 / 55 ! - / 0 / 0 / 1.5 HORZ(TL): 0.019 C Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1 5 Max TC CSI: 0,817 D Min Brg Width Req = - Max BC CSI: 0.691 E Min Brg Width Req = - Max Web CSI: 0.362 Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# VIEW Ver 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 331 - 777 AT E t rf ww • " - swa If •www ww• G y7,pe K !' 0 278 t!` iN t+tttrwttaUW 02/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B - F 727 - 298 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 326 - 795 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handiin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall prowde temporary BGSL_ Unless noted otherwise top chord shall have proper)YY attached structural sheathin9 and bottom chord shall havea proLp erly f id cedingg. Locations shown fornermanent lateral restraint cif webs shall ha braacin insTalled per BCSI seehons 63, 67 or E310 e. AppTv plates to each face of truss and position as shown above and on the Joint9Detads, unless noted otherwise. Refer to Alpine, a division of ITW B ildin Gompon nts Group In shall not be responsible for any deviation from this drawing an failure to build thetrussinconfrmancewithiNSIPI1, or or handling, s' ippin , installation and bracing of trussesA Seal on this drawing or cover pagge , . listing this °rawin indicates acceptance f proTesswnal en ineerinq responsibilittyy solely for the des! n shovi7n. The suiCabrhtyandtTseofthisgFawingforanystructurestPt1eresponsibilityoftheBuildingDesrgrSerperAlSI/TPI 1 S2c.2. ALPINE hN rtW .'UURtNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: HJ7T Ply 1 Qty 2 SEQN: 44176 / T38 / HIP_ FROM PFH Gust: R R8975 JRef. i W8589750188 DnwN o: 033 18 1343,23707 KM / DF 02/02/2018 6'0"3 6'0"3 9'10"1 3'9" 14 a 1'5„12 -_ 3151, _ 27'3 37'14 3,5„ 6'0„ 3 918„1 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: 11 EXP C Des Ld 47 00 Mean flMeanHeight: 15.00 NCBCLL. 0.00 TCOL 42 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc- from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP #1: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Plating Notes All plates are 04 except as noted. Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.131"0.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg.Pf in PSF) j Defl/CSI Criteria Pg NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL): 0.069 1 999 360 Lu: NA Cs NA VERT(TL): 0.263 1 700 240 Snow Duration NA HORZ(LL): 0.019 G - HORZ(TL): 0.046 G Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2014 RES L Max TC CSI: 0.585 TPI Std: 2014 Max BC CSI: 0.560 Rep Factors Used: No Max Web CSI: 0.177 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115 21 R• TE 1 N f fI ^ n • r r•• ORQ U 278 VVV/•4V- }NAL kltkrtM ttl tt: 02/02/20 ( 8 19 9,10" 1 Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL /W B 480 /148 /- !- (- /10.6 E 248 1119 (- /- (- /1.5 F 492 /89 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1,5 E Min Big Width Req = - F Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 252 - 830 C - D 349 - 1225 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - J 737 - 223 1 - H 1134 - 317 C - 1 1097 -310 H-G 1112 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - J 224 - 727 D - G 350 - 1222 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg h ndlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI and SPA) toy safety practices prior to performing these functions Installers shall provide temporary bracing per 3 SI._ Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a pro eflyattachedngqldceilingLocationsshownforermanentlateralrestraintofwebsshallhavbrcinqInslelledperBCIsections $3, B7 or 910 as appllcat3le. Apply plates to each face, ofptruss and position as shown above and on tt a oint Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build ng CComponents Group In shall not be responsible for any deviation from this drewing a(1Y failure to build the truss In conformance with AN1/7 PI 1, or for handlln s ippin , lnstallatl nand bracing of trussesA eal on this dr88wui or cover pa e , listing this drawing indicates acceptance of pro essfonal en ineering responsibility solely tsor the desi n shovJn. The suitabflfty and use o this thawing for any structure is the responsibilitof the Building Desig er per ANSf(TPI 1 S c.2. or more information see this lob's oeneral notes eaoe and these web sites: ALPINE: www.amineitw.com: TPI www.tbinst.oro. SBCA: www.sbclndustrv.com. ICC: www.iccsaf ALPINE A Ilw.^0} "Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job tfumber: N330142 Ply 1 SEQN: 441771 T19 / HIP_ Cust, RR8975 JRef 1W8589750188 VARIOUS Qly 1 FROM PFH DrwNo 033 18 1,143 21597 Truss Label: HJ2A KM t DF 02/0212018 Loading Criteria (psf) TCLL: 20,00 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47. 00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1. 25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP.0 Mean Height: 15. 73 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwali: 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 Webs 2x4 SP # 3 Lumber value set " I 3B" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/ 240. Additional Notes WIND LOAD CASE MODIFIED! 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 4.17 Tl Snow Criteria ( PgPf In PSF) Pg:NA Ct NA CAT.NF Pf: NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20( 0)/10(0) Plate Type(s): WAVE C Q Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) -0. 001 B 999 360 VERT(TL): 0. 001 B 999 240 HORZ(LL) -0 001 B - - HORZ(TL) 0 001 B Creep Factor: 2 0 Max TC CSI 0 525 Max BC CSI: 0,199 Max Web CSI: 0 192 VIEW Ver 17. 02.01A.1115.21 fps 4 ,. OV u. vvty tAT 40278 `'`!(NA1 4 02/02/2018 Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W E 222 / 209 /- /- /- / 13.0 D 78 /1 / 5 /- /41 /1.5 C 57 150 143 /- /41 /1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SECA) fog safety O'ractices prior toperforming these functions. Installers shall provide temporary SCSI._ Unless noted otherwlse,top chord shall have properly attached structural sheathingg and bottom hord shall hav pro erly Id c%in9 Locations shown forpermanent lateral restraint of webs shall have braacin ins iailed per BC Isections B3, or 10, le. AppTy plates to each face_ or truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of from this drawin au failure to build the 1 seat on this drawi gor cover pagge , Nr the de iqn2hovTn. The suilKility ALPINE rf PI 1; or for r acceptance any structure nN rw, pur w 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEON 44178 / T14 / HIP_ CUSt: R R8975 JRef: 1 VV8589750188 VARIOUS Qty 1 FROM. PFH DrwNo 033.18.134321817 Truss Label: HJ2 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 2000. TCDL 17.00 BCLL 0,00 BCDL 10.00 Des Ld 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1,25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height 15.73 0 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/l/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1 25) TC: From 0 plf at -1-68 to 76 plf at 0.00 TC From 2 plf at 0.00 to 2 plf at 3,91 BC: From 2 plf at 0,00 to 2 plf at 3.91 TC 81 lb Conc. Load at -1.68 TC: 165 lb Conc. Load at 1.15 BC: 33 lb Conc. Load at 1.15 Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/240. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of -278# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions - WIND LOAD CASE MODIFIED' Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. TT @.11.. 7-..4x4co Snow Criteria (Pg.Pf in PSF) Pg: NA Cr NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Cade: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 H 999 360 VERT(TL): 0.017 H 999 240 HORZ(LL): -0.007 C - - HORZ(TL): 0.016 C Creep Factor: 2.0 Max TC CSI: 0,228 Max BC CSI: 0 056 Max Web CSI: 0.198 VIEW Ver: 17.02.01A.1 t 15.21 R b ATE ,• R iR•llw V +it`'l 0278f xfy'ti'fifiJQNA` YN 02/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W G 733 / 206 / - / - 182 / 5.7 E 15 /97 /22 /- !- /1.5 D -278 / 278 / 69 (- ! - / 1.5 Wind reactions based on MWFRS G Min Brg Width Req = 1_5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. G - C 104 -489 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted otherwise,top chord shall have properlyY attached structural sheathingg and bottom hord shall have a propperly rd cedln9 Locations shown for permanent lateral restraint bf webs shall have bracrn installed per BC sections 63, 87 or 610, e. Apply lates to each face or truss and positron as shown above and on the Join Details, unless noted otherwise. Refer to 6OA-Z for standard plate positions. a division of from this dr win an failure to build the 1 seal on ths dr wiXg or cover page , AN31RPd s1 hoWn. The suicabrhty ALPINENE more any AN rN CJMPANT 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: EJ7T m M 1'I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BGDL 10.00 Risk Category: II j EXP: GDesLd47.00 Mean Height: 15.00 ft NCBCLL 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwalL Any GCpi: 0.18 Wind Duration: 1 60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" 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 Provide (3) 0.131" x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Ply 1 SEQN: 44179 / T15 / EJAC Cust. R R8975 JRef: 1 W8589750188 Qly: 8 FROM: PFH DrwNo 033.18 1343.23612 KM / DF 02/02/2018 D t 9) CN (V V' 2'4"8 47 8 2 4"8 7' Snow Criteria (Pg,Pf in PSF) 1 Defl/CSI Criteria I Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAi PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL) 0.102 F 806 360 B 435 ! 95 / 349 / - / 149 180 Lw NA Cs NA VERT(TL): 0.384 F 338 240 E 133 ! 16 / 104 / - / 1.5 Snow Duration: NA HORZ(LL) 0.045 F - D 234 / 109 / 153 / - / - 11 5 HORZ(TL): 0,108 F Wind reactions based on MWFRS Code 1 Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 Bldg Code: FBC 2014 RES Max TC CSI: 0,684 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.399 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0258 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 17.02.01A.1115.21 0fs sa'" 0 278 fk pu truutu tti+'"' 02/02/2018 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 shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingquireInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall hav a propperlyggidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracintnslalledper6C1sections83, b7 or 610, Sle. Apply prates to each face. oftrussand position as shown above and on the Join] Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of failure to build q the n. The suafbbility ALPINE more information see this any Structure IS the respon real notes bade and these web sites. MI iiW .' )MPRNv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job 4umbec N330142 VARIOUS Truss Label: EJ2 Ply 1 SEON 441801 T22 / EJAC Cust RR8975 JRef 1W8589750188 Oty 3 FROM PFH DrwNo 033 18 1343 21457 KM / DF 02/02/2018 Loading Criteria (pst) TCLL: 20,00 TCDL 17.00 BCLL: 0.00 BCDL 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit 0,00 Load Duration: 1,25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.74 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 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. Left end vertical exposed to wind pressure. Deflection meets L/240. 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 C 3X6 1 '2"4 2'9"12 2'9"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL) 0 002 B 999 240 HORZ(LL) -0.001 B - - HORZ(TL): 0.001 B Creep Factor 2.0 Max TC CSI 0,292 Max BC CSI 0.101 Max Web CSI: 0,382 VIEW Ver 17 02.01A 1115,21 0 * PA t ZV ATE ,' e a,.., 0 278 q NAk, 02/02/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W E 250 / 128 / 261 / - / - / 5.7 D 56 /- /41 /- /46 /1.5 C 90 127 / 60 / - / 117 / 1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 482 - 222 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 ndlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSfetyInformation, by TPI and'SCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracinqperism. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propePly attached rgid ceilin Locations shown for permanent lateral restraint 8f webs shall hav bracing insR tied p r BC I sections $3, B7 or 810asapplicatSie. App y plates to each face, of truss and position as shown above and on the JoincDetads, upless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this dr?win an failure to build the IPi 1, or torn acceptance any sructure more information see this seal on this drawirinor verspauiqe f forthe dqcshoTheb, ity se TPI: www.tpinst.or; S6CA: wvwsbcindustry. eomI [cc AL NE PINE OMMNY 2400 Lake OrangeDr, Suite 150 Orlando FL, 32837 Job Number. N330142 Ply 1 SEQN 44181 ! T29 / JACK Cust: R R8975 JRef, i W8589750188 VARIOUS City 4 FROM PFH DrwNo 033.18134323487 Truss Label: CJST KM ! OF 02/02/2018 2'8" 5' 2'8" 2,4 D t t t tf_ 12 5. 9 N o o + C j c N M B ti f_ E t 1_ _ t'z A P_ FG 2X4( A1) 2, 4"8 2'78 2, 4"8 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20 00 Wind Std: ASCE 7-10 Fig: NA Ct. NA CAT: NA PP Deflection in loc L/defl L/# i Loc R / U / Rw / Rh / RL / W TCDL: 17.00 1 Speed. 150 mph 1 Pf: NA Ce. NA VERT(LL): 0.034 F 999 360 g 340 / 78 / 279 ! - / 112 / 8 0 BCLL: 0.00 Enclosure Closed Lw NA Cs: NA VERT(TL): 0.127 F 724 240 E 93 / 12 172 / - / - / 1.5 BCDL 10,00 Risk Category. II Snow Duration: NA HORZ(LL): 0.018 F - D 161 / 75 / 105 ! - / - 11 5 Des Ld. 47,00 EXP: C _.. ...._-.._.__.. HORZ(TL): 0,042 F Wind reactions based on MWFRS NCBCLL. 10.00 Mean Height: 15 00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 TCDL 4.2 psf E Min Brg Width Req = - Soffit000BCDL5.0 psf Bldg Code: FBC 2014 RES "Max TIC CSI: 0.529 D Min Brg Width Req = - Load Duration 1,25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0,278 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,155 Bearing B is a rigid surface. FT1RT: 20(0)710(0} Bearing B requires a seat plate. Loc. from endwall: Any GCpi 0 18 Plate Type(s):i Members not listed have forces less than 375# 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 "13B" 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 Sttt Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord e V •.•" " '••• ! r 0} 648 • ATE 01F R 0 278 y"' ss aNAl, 02iozr20 f 8 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 SCSI (Building ComponentSafetyInformation, byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporal bracin per SCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propePly attach d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have braacingg insTalled per BC sections 83, B7 or 810, as applicatFle. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. f2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a di isian of ITW Build nQ omponents Group InCshall not be responseble for any deviation from this drawin an failure to build the N+wcoM rrr truss in cqn rmance with ANStItTl 1, or for handling shi ping. installation and bracin of trussesA seal on this drwir g or cover pa a .. 2400 Lake Orange Dr. listing this rawin indica es acceptance of proTessionar en ineering responsibility solely forthe desi n shov n. The suiPabihty Suite t50 and use othisFawingoranystructureistheresponsibilityoftheuildigDesigerperANSIlTPI1Sc.2. For more inlormaGon see this ob's eneral notes a e and these web sites: ALPINE. www.al ineitw.com; TPI: www.t insf.or ; S6CA: www.sbcindustr .com; ICC. www.iccsafe.or Orlando FL, 32837 Job Number: 14330142 VARIOUS Truss Label: CJ3T Ply: 1 SEON 44182 / T39 / JACK Cust R R8975 JRef i W8589750188 Qty: 4 FROM PFH DrwNo 033.18.1343.23598 KM / DF 02/02/2018 00 i__ Loading Criteria (psf) Wind Criteria TCLL 20,00 i Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL 10,00 j Risk Category. II i EXP: CDesLd: 47.00Dd: DesMean Height: 15-00 it 10. 00 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall 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 Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/3012013 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 Provide ( 2) 0. 131 "x3.0", min. toe -nails at top chord. Provide (2) 0. 131"x3.0", min. toe -nails at bottom chord. 0 t_ r-- c- 90 N 2' 4" 8 7°8 214"8 3, Snow Criteria (Pg Pf in PSF) DefUCSI Criteria Maximum Reactions (lbs) Pg: NA Ct NA GAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.005 F 999 360 B 250 / 62 / 214 / - / 74 8.0 Lu: NA Cs: NA ! VERT(TL): 0,017 F 999 240 E 55 / 7 / 43 / - / - 1.5 Snow Duration. NA HORZ(LL): 0.003 F D 84 / 40 152 / - / - 1 5 HORZ(TL): 0. 006 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code FBC 2014 RES Max TC CSI: 0.177 E Min Erg Width Req = - TPI Std 2014 Max BC CSI: 0.072 D Min Big Width Req = - Rep Factors Used. Yes Max Web CSI: 0 049 Bearing B is 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 Vec 17.02.01AA 115.21 s AR TE C•" t M A t,. I r#U 278f p tfrtntttuiuttt.. 02/02/2018 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, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fdr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted oytherwise,top chord shall have properly attached structural sheathing and baitQm hord shall have a properly attached n'gid ceilm Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 610 as app ica e. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW B ildr omponpnts Group In% shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 11, or or handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the des cQtn sho n. The sui bility Suite 150 and use of thisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperrANSiRPI1Sa2. a , ,n- ..o..o n,,,o. „o —.now.,. -a. A. 01.P -- nlnmu - TPI - I-- rim C,Ar. unnnu chrinduNry - lr(' wane irrcaFa — Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: CJ1A Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.25 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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. Ply 1 i SEQN: 44183 / T9 / JACK Cust R R8975 JRef: 1 W8589750188 Qty: 2 FROM: PFH DrwNo 033 18 134121347 KM t DF 02/02/2018 12 5.9 C 2X4 t-- B i A/ 3' 14 Y in N E D 2X4 9"12 2 1 32 9" 12, 2, V8 Snow Criteria (Pg.Pf in PSF) Pg:NA CtNA 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 Deff/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). 0-003 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL) 0.001 B - - HORZ(TL) 0.003 B Creep Factor: 2.0 Max TC CSI: 0.125 Max BC CSI: 0.007 Max Web CSI: 0.006 VIEW Ver: 17.02.01A.1115.21 NS 0 t rto 5,TATE OF ; c V.• Sff \ •all•aR R{ 02/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W A 81 /24 /55 I- /42 /1.5 D 16 /- 112 /- /- /1.5 C 83 /43 /60 /- /- /1-5 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) f5r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwese,top chord shall have properlY attached structural sheathing and bottom chord shall have aa propperly attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have br cin installed per BCSI sections B3, 67 or r10asapplecaf3eApplyplatestoeachface. of truss and position as shown above and on the int9Detalls, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW iidl1'nggeeomponents Grpup In shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with, ANSI(TPI 1, or for handling shipping, enstailabon and bracing o(trussesA seal on this dr wirt9 or cover pa e , fisting this drawing indicates acceptance of pro Tessionar en ineed g responsibilittyv sotel for the desi n shown. The suiQbehtyandElseofthisdrawingforanystructureistheresponsibilit? of the 9udding Desigrfer pefANSIITPI 1 0c.2. For more information see this iob's general notes Dade and these web sites: ALPINE'. www.aepineitw. com, TPI'. www.tpinstoro, SBCA: wwwsbcindustrv. com, [CC : www. icesaf ALPINE AN ffw ^.()MDANV 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 SEQN 44184 / T26 / JACK Cust. RR8975 JRef: 1 W8589750188 VARIOUS City: 1 FROM: PFH DnwNo. 033.18.1343 21972 Truss Label: CJ16 KM / DF 02/02/2018 Loading Criteria (psf) ii Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed Risk Category: IIBCDL: 10.00 EXP: C Des Ld 47,00 Mean Height: 15.25 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: 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 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. Left end vertical exposed to wind pressure. Deflection meets L/240. 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. 9" 13, 1'2"4 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 LS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.001 B - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.251 Max BC CSI: 0.011 Max Web CSI: 0.381 VIEW Ver: 17.02.01A.1115.21 Sx : V -. R ATEjP 41 0 278,S QI AL ,' O 02/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 200 / 109 / 237 / - / - / 9.8 D 16 /- /12 !- /46 /1.5 C -36 / 91 / 52 ! - / 77 / 1_5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 460 -225 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, In dlin shi installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fog sa ery png,ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Chord shall havg a propperly attached rigqid ceilln Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 67 or 810 as applical3le. Apply plates to each face, ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANS 1 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page _ listing this drawing,indicates acceptance of roTessronaf en ineering responsibillty solely for the design shown. The sui ability and use of this awing for any structure is the responsibilittl of the Building Designer per ANSI/TPI 1 Sbc.2. ALPINE au nw: o,Wrrnv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 TPI: www.tpinstorg; SBCA: www.sbondustry.com; ICC. www. Job Number. N330142 VARIOUS Truss Label: CJiC Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Sidi ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BGDL: 10.00 Risk Category: II EXP. C Des Ld 47,00 Mean Height: 15.25 It NCBCLL: 10.00 TCDL 4.2 psf Soffit: 0,00 BCDL 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/240 Additional Notes Provide (2) 0.131"x3A", min, toe -nails at top chord. Provide (2) 0.131"0.0", min, toe -nails at bottom chord. Ply 1 SEQN 44185 / T10 / JACK Cust RR8975 JRef 1VV8589750188 Oty 1 FROM PFH DrwNo. 033.18 1343 22206 KM / OF 02/02/2018 1' 2"4 - 9"12 2" 4 12 5.9 C 2X4 1 r A ro in f F E D 3x6 2" 4 2`4 9"12.. Snow Criteria (Pg.Pin 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 1 DefifCSi Criteria PP Deflection in loc L/de8 L/# VERT(LL) 0 001 B 999 360 VERT(TL): 0 002 B 999 240 HORZ(LL) 0.000 B - - HORZ(TL) 0 001 B Creep Factor: 2.0 Max TC CSI 0.251 Max BC CSI: 0.011 Max Web CSI: 0.381 VIEW Ver: 17.02.01A.1115.21 7 /* i J ATE 4 dfr •e s s 90278 .4r N At-+bRd 02/02/2018 Maximum Reactions (ibs) Loc R /U /Rw /Rh /RL /W F 204 / 109 / 238 / - / - / 1.5 D 15 /- /11 1- 146 /1.5 C -36 /91 /53 (- /77 /1,5 Wind reactions based on MWFRS F Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing F is a rigid surface, Members not listed Have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. B - E 451 - 220 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 (BuildingComponentSafetyInformation, by TPI and SBCA) F safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom hord shall have a propperlyattachedrigidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebraacingqinstalledperBCIsectionsB3, B7 or 810, as applicable. Apply plates to each face. otptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. Alpine, a division of ITW B ild'ng Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussInconformancewithNSt1/1 PI 1, or or handlin shipping, installation and brawn of trussesA seal on this dr wirt or cover page listing this drawingg indicates acceptance of pro'essionar en ineering responsibilittyv sole)Y for the design shovl n. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSIfTPI1Sec.2. For more information see this lob's oeneral notes page and these web sites: ALPINE: www. alpmeaw.com. TPI: www.tpinst.org, SECA: www.sbondustry.com, ICC: www.iccsaf ALPINE M r 110 Ana'v'v 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: EJ7 Ply: 1 SEQN 44186 / T69 / EJAC CusC RR8975 JRef iW8589750188 Oty 22 FROM PFH DrwNo 033.18.1343.20503 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 2000 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 " Y2 Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed 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 endwali: Any 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 "'I 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 (2) 0.131"0.0", min- toe -nails at bottom chord. Snow Criteria (P9.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/RT20(0)/10(0) Plate Type(s): WAVE T 7, Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0-015 D HORZ(TL): 0.036 D Creep Factor: 2.0 Max TC CSI: 0.753 Max BC CSI: 0.601 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 ATE 0278QNAIL. V 02/ 02/2018 L Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 435 / 95 / 349 / - 1149 / 8.0 D 133 /11 /103 /- (- /1.5 C 240 / 114 / 155 1 - / - 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fat ricatinq, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by PI and SBCA} r safety practices prior to performing these functions Installers shall provide temporary bracln per BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachngldcellin9locationsshownforpermanentlateralrestraintofwebsshallhavebraanqInstalledperBCIsectionsB3, B7 or B10 asappIcaaAppfyplatestoeachface. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuiIdlnl omponents Group In .shall not be responsible for any deviation from this drawin any failure to build the trussInconformancewithINtl1, or for handling shipping, Installation and bracng of,trussesA seal on this dr wirig or cover Viability a9e , listing this drawing indicates acce Lance pf pro ess ono en ineerin_q responstbili solely for the design shown. The suif abilityand use of this drawing for any s i ucture is fhe responsibilit of the fuilding Designer per ANSI/TPI 1 Sec.2. nor more information see this iob's oeneral notes baae and these web sites: ALPINE: www.almneitw.com. TPI: www.tbinsLoro. SBCA: www.sbcmdustrv.com. ICC: www.iccsal Iimm 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job hirumber. N330142 m Ply 1 SEON 441871 T58 / JACK Cust R R8975 JRef i W8589750188 VARIOUS City 9 FROM. PFH DmNo 033 18 1343.19706 Truss Label: CJ5 KM / OF 02/02/2018 C V 12 5.9 0 rn cV r? B f_. 4 z A D 2X4(A1) 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) i Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std. ASCE 7-10 Pg NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL / W TCDL: 17.00 Speed. 150 mph Pf. NA Ce. NA VERT(LL): NA B 340 178 ! 279 / - ! 112 (8.0 BOLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): NA D 95 / 9 / 72 (- (- / 1,5 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0.006 D C 164 / 78 / 105 (- (- 11,5 EXP C Des Ld 47.00 Mean Hei ht 15.00 ft — HORZ(TL): 0,013 D ! Wind reactions based on MWFRS NCBCLL. 10.00 g Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 TCDL 4.2 psf BldgCode: FBC 6th.ed 2017 Max TC CSI: 0.587 D Min Brg Width Req = - Soffit: 0.00 BCDL: 5 0 sf - P C Min Brg Width Req = Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0,355 B isSpacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.000 gearing B eauirerigs a seate late. Loc. from endwall: Any FT/RT:20(0)/10(0) g q P GCpi: 0,18 Plate Type(s): --- Members not listed have forces less than 375# Wind Duration: 1 60 WAVE VIEW Ver 17.02.01A.1115,21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. a. 648 • w ATE . 0 278aNA Vd tuttewtutuµ 02/ 02/2018 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, handlingq shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly attach d riggid ceiling Locations shown for permanent lateral restraint Of webs shall hav bracing installed per BC I sections B3, 7 or 810, as app is 1e Apply fates to each face. or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this dr wing any failure to build the urH cMonhr truss in conformance with ANsifi l 1, or for handlin shippin , installatldn and bracing of,trussesA seal on th a dr8wing or cover page , , 2400 Lake Orange Dr, listingthisdrawingindicatesaccetanceofApro)'essionaf n ineering responsibility solely for the design hown. The suitability Suite 150 anduseofthisdrawingforanysructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sgec.l. For more information see this job's general notes a e and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insLor ;SBCA: www.sbcindustr .com; ICC: www.iccsafe.ar Orlando FL, 32837 Job Dumber: N330142 VARIOUS Truss Label: CJ56 Ply: 1 ! SEQN: 44188 / T42 / JACK ! Cust: R R8975 JRef. 1 W8589750188 Qty: i ! FROM: PFH ! DrwNo: 033.18.1343.21534 KM / OF 02/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6" 2 4X4(B 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed 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 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"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. a 4'8N 4-8-o Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA 1, VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.004 C HORZ(TL): 0.010 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,612 TPI Std: 2014 Max BC CSI: 0.297 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 C wAC a FATE OF .' q.• 02/02/2019 rj 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 shall have a propperly per SCSI sections B3, B7 or B10 unless noted otherwise. Refer to' of 0 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W A 234 /39 /173 /- /86 /4.0 C 91 /6 /71 /- /- /1.5 B 166 /81 /106 /- /- 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed Have forces less than 375# any deviation from this drawin an failure to build the 1g of trussesA seal on this drawiXg or cover pacie stbility solely for the design shown. The suifablllty esigrier per ANSI/TPI 1 Sec,2. TPI: wvra.tpinst.org; SSCA. vwmr,.sbandustry.com: ICC: w tccsaf K m3 wh6,= AN COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 328: any Job fIumber: N330142 VARIOUS Truss Label: CJ3 Ply 1 SEON 44189 / T33 / JACK Cust R R897"a JRef 1 W8589750188 City 9 FROM PFIi DrwNo 033 18 1343 21487 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 20,00 TCDL 17,00 BCLL: 0,00 BCDL: 1000 Des Ld. 47.00 NCBCLL 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " t 4"2 V_ 1t Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: ll 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 GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 136 (Effective 611/2013) 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"0.0", min. toe -nails at bottom chord. 2X4(A1) i Snow Criteria (P9,Pf in PSF) ; Defl/CSI Criteria Pg: NA CL NA CAT: NAi PP Deflection in loc t/defl L/# Pf: NA Ce: NA I VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL) 0 001 D HORZ(TL). 0.002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.186 TPI Std: 2014 Max BC CSI: 0.096 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 R spa / ATE .: s p,.''•,c CJf RRtRRsaRR• V 0 278`i Q l-d Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 /62 /214 /- /74 /8.0 D 54 /4 142 /- /1.5 C 89 /43 /54 (- /- /1.5 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. Bearing B requires a seat plate. Members not listed have forces less than 375# 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses req Ire extreme care in fabricating, handling,shippin installing and bracing.. Refer to and follow the latest edition of SCSI (Building nponent 5 fety Information, byY TPI and SBCA) fsafety r ractices prior to performing these functions. Installers shall provide temporary ing per B SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ichedriggidceding. Locations shown for permanent lateral restraint of webs shall have braawn installed p r BC I sections B3, B7 or 910, dppllcat7le. Arm v Plates to each face of truss and position as shown above and on the Jotnt9Detads, un ess noted otherwise. Refer to from this drawin any failure to build the seal on this drowirtg or cover pagge , for the d1 ignSbcshovJn. The suiPablllty ALPINE any TPI: www. toinst. oro: SBCA. www. sbcindustrv.com. ICC: www u+,nv< oenaArrc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330142 VARIOUS Truss Label: CA Ply 1 SEQN 44190 / T72 / JACK Cust R R8975 JRef i W8589750188 Qty 10 FROM PFH DrwNo 033.18.1343.19800 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10,00 Des Lcli 47,06 NCBCLL 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP:C Mean Height: 15,00 ft TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall. Any GCpi: 0,18 Wind Duration: L60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes 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 5.9 i it C f o r r co SnowCriteria (Pg,Pf in PSF) I Defl1CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL): NA Snow Duration NA HORZ(LL): -0.000 D HORZ(TL): 0,000 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 2017 Max TC CSL 0.170 TPI Std. 2014 Max BC CSC 0,022 Rep Factors Used: Yes i Max Web CSC 0,000 FT/RT.20(0)/10(0) Plate Type(s): II WAVE VIEW Ver: 17.02.01A.1115.21 f STATE OF t) 27s'%1," 10IV A1,,, 02/02/2018 t 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /65 /186 (- /37 /8.0 D 9 /10 /15 (- 1- /15 C -15 /29 /21 !- /- /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# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and buttpm chord shall have a properly attachod rigid ceihn Locations shown for permanent lateral restraint Of webs shall have br cin Insjalled per BCSI s ctions 63, B7 or 610asapplicatFleARpplyplatestoeachfaceoftrussandpositionasshownaboveandonthe ointgDetails. unless noted otherwise. Refer to* drawings 160A-Z'for standard plate positions. Alpine, a division of ITW Buildin omponents Group Inc. shall not be respponsible for any deviation from this drawin an failure to build the truss in conformance with ANSI) l 1, or for handlin jg, shippingg, installattdn and bracing of.trussesA seal on thhta drowing or cover pagQ listingthisdrawinggindicatesacceptanceofpproTessionafenineerinresponsibilittyvsolelyforthedes! n shoWIn. The suitability andElseofthisdrawingforanystructureisAeresponsibilit)lof the building Desigrier per ANSI/TPI 1 SLm.2. For more information see this iob's aeneral notes bane and these web sites: ALPINE: www.aioineitw.com. TPI: www.toinst.ora. SBCA. www.sbcindustrv.com: ICC: www,icesaf ALPINE 1i^ I MW 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jab Number. N330142 VARIOUS Truss Label: CJ3B Ply: 1 SEQN 44191 f T74 / JACK Cust R R8975 JRef i W8589750188 Qty: 1 FROM PFH DrwNo 033 18 1343 21691 KM / DF 02/02/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed.150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwali: 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"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12 B 2'pn 2-8° Snow Criteria (Pg,Pf in PSF) ; Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C HORZ(TL): 0.002 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.204 TPI Std: 2014 Max BC CSI: 0,083 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT20(0)/10(0) Plate Type(s): WAVE I VIEW Ver: 17A2.01A.1115.21 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL !W A 136 /20 /100 l- /49 /4.0 C 51 /3 /39 /- !- /15 B 94 147 160 (- ! - 11,5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# 02/02/2018 WARNING'" REAR AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI an f7 SBCA) & safety ?ract ces 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 pro erly aId cerhn Locations shown for permanent lateral restraint of webs shall have bracm installed p r BCSI sections B3, B7 or 10, ile. A% y plates to ach face, of truss and position as shown above and on the Joint9Details, un ess noted otherwise. Refer to 60A-Z for standard plate positrons. a division of ITW BuIN CCompongth Group In .shall not be responsible for any deviation from this drawing anv failure to build the confgrmance with ANSIRI 1or handling shippingInstallation and bracing of,trussesA seal on this dr8wutg or coverpage,thisttrawin indicates acceptanpf proTessfonar engineering responsfbihN solely for the desi n shoWn. The suitabfhty e of this i awingfyruces a responsibilit}T of the building Desfg er per ANSIlTPI 1 Sgec.2. information see this iob's oeneral notes oaae and these web sites ALPINE: wwwaloineitw. com. TPI: www. tPinstorg: SECA: www. sboindustry.com, ICC: www. iccsaf ALPINE w Co"G 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or) 120 moh Wind Sneed. 15' Mean Heioht. Portially Enclosed. Fxnnsurp D. K7t = 1.00 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace w 1) 2x4 'L' Brace is 2) 2x4 'L' Brace aim<ll 2x6 'L' Brace w 2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' U SpI- 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U HF Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12, 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' Ill 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' li' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S P 2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' lf D F L 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill ill 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ii' 9' 8' 10' 4' 13, 1' 140' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' SPF34' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' QJ U Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' S P 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, $' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' I' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' 1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14, 0' 14' 0' t_ 1 Sp 1- F F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' l' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' r D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14, 0' 14' 0' 14' 0' Bracing Group Species and Grades Group A: S nice -Pine -Fir _ Hem-FIr 1 / # 2 Standard I Stud 3 Stud 1 1 #3 lStnd,,d Doutolas FM -Larch Southern Pineww 3 # 3 Stud Stud Standard Standard Group B: Hem - Fir I & Btr 1 Dou las Fir -Larch Southern Pine- 1 # 1 2 1 #2 lx4 Braces shall be SRB (Stress -Rated Board), wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' ptywood overhang. About Attach ' L' braces with lad <0328'x3.0' min) nails. it able Truss 3IE For 0) 'L' brace+ space nails at 2' o.c. In 18' end zones and 4' o,c, between zones. Diagonal brace option- )K Wor <2) 'L' braces, space nails at 3' o.c. vertical length may be T In IS' end zones and 6' o.c. between zones. doubled when diagonal ;$' 'L' bracing must be a minimum of 807 of web brace Is used. Connect I member length. diagonal brace for 600# 1 at each end. Max web i i Br ce 11 J. Gable Vertical Plate Sizes total length Is 14'. f )K* T"e iJjJ Vertical Len th No *!Ice i 2x6 DF-L #2 or T / I Less than 4' 0' 2X3 I better diagonal 1 + 1 Greater than 4' 0', but 3X4 Vertical length shown brace) single • less than 11' 6' g or double cut $, A Greater than 11' 6' 4X4 tri table above. 45' ul +„1 asshownatL1t Refer to common truss design for upper end.10- A peak, splice, and heel plates. on uou5 >a tag Refer to the Building Designer for conditions ConnectdlagonaatitA * not addressed by this datae midpoint of vertical web. Refer to chart ab a fo n e' a Te t . s- WAPOMOG s REAR AND FO.LDW ALL NaTES ON THIS DRAWDQ • wKWMANTww ROM TI#S 11RAWD4 Ta ALL CUKI CTOIS DMILWIG PC InTALLIUM 1 i 0 REF ASCE7-10-GABI6015 Trus- s require extreme care In fabricathng, handikV shOpkV, InsWWV and bracing, Refer toSy s s DATE 10/01/14 followthelatestedltl- of SCSI <Suildp Component Safety Informatlon, by Tel and SBCA) for sal y ' Practices prior ea ior to performing these functlons. Installers shall provide temporary bracing per BC # T Lwess noted otherwise, top chord shalt have property attached structural shttkV and bottom # A • R DRWG A16015E NC101014 y attached haveapropertyattaxdHod telling. Locations shown for permanent lateral rese^aynt of t s - ' shall hove bracMp Instaged per BSCCSI sections H3, 87 or 81a, as opp#coble. App<y plates to each f 4 * Q of truss and position as shown above and on the Joint Details, u Aess noted otherwise. t j 'e { + 1 Refer to d•awYps 16OA-2 for standard plate positloru. V'i'\ # s , j„J Al Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devb.ti- fro; ,r /' ss,w y** ' AN ( TW ODIVIPANY this d•a faRire to build the truss In conformance with ANSI/TPI 1, or for hams •#ss Wllatlon t bb-.W„ of trusses. ln°' '" fl' /^ '{1 'RS C, TOT, LD. 60 PSF A seat on this d•owft or cover page Us,** this drowhS, Mcates acceptance of professional ifj 1 t 13723t Riverpont Drive yy solely for the shown The suht*" and use of this draft V 1 r. S.W 200 for any sfiructuies Mthe respor ILy of tfie Building Desigrxr per ANSI/M 1 Sec2 •" 14 Maryland; Heigbts,l MO-. 63043 Far tart Information see this job's general notes pogo and these web stets+ ALPDO wes.atpxritw,com) TPb www.tpinst.org SBCA ww..sbc wrntr orgi Ito wwwJccsafe 02/02/2 18 MAX. SPACING 24.0' T Relnfoi Memk Go Tr Gable Detail For Let -in Verticals Truss Plate Sizes ppropriote Alpine gable detail for e sizes for vertcal studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 rrovide connections for uputt specitied on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls+ 10d Common (0.148'x 3.',min) Notts at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nolls 10d Common (0.148'x3',min) Toenails 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, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, Al6015ENC10 A18015ENC101014, A20015ENC101014, A20015END101014, A2 A11530ENC101014, A12030ENC101014, A1403OENC101014 14 A18030ENC103014, A20030ENC101014, A20030ENDIOI S11515ENC100815, S12015ENC100815, S14015ENC1 S18015ENC100815, S20015ENC100815, S20015EN S#Qi S11530ENC100815, S12030ENC100815, S14030E 0 4 16 1008, S18030ENC100815, S20030£NC100815, S2003 D1008 S200 , PED10 1 See appropriate Alpine gable detail for maxlml,h unrejh rcjggbl i T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- noll - Or - End-nall 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, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. Mar. Size T' Increase 2x4 30 2x6 20 Example, ASCE 7-10 wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1,00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30'/. = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Goble Vertical Length t 1.30 x 8' 7' = 11' 2' vnRNDQ-. READ AND FOUAW ALL MOTES w THIS DRAYI1Ki REF LET -IN V E R T DWORTANTvFUMSH7HISDRAWINGTDALLCONTRACTORSOCLUDDIGTHEIWTAULIM * _ ATETrusses requireextremecarehfabricating, handling, shipping, Inston, and bracing. Refer to 'tl * • " ,+ DATE 1 /O1/14 followthelatesteditionofSCSItBufunComponentSafetyNallproton, a TPIor and bra for safFsy practkes prior so perfornk+g these functions. Installers shall provide temporary bracing per BCS p - •' Unless noted otherwise, top chord shall have propery attached structural sheathing and button + J1 +'' DRWG GBLLETIN1014 shallhaveoproperlyattachedrigidceilkg. Locations shown for permanent lateral restraint of eebo( ## /hm % 1 *# Q Uff77 1fn71FF shalt have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each facer +# } •# of truss and position as shown above amd on the Joint Details, unless rated otherwise. *###!s!#*## IUIRefertodrawkhgs16OA-2 for standard plate positions, rf*f AN 1TW IDMPAW Alpine,da divison of ITV Building Components Group Inc, shall not be responsible for any deviation fron f/I# J ss datongaany failure ofto. build the truss h conformance with ANSI/TPI 1, or for handUng, shipping, /ij ai OA ,. at MAX. TOT, LD. 60 PSF A seal on this drawing or cover page Ustkp this drawing, Indicates acceptance of professional FJt # fit" It 137261 Riverporl'h Orwe responsibility solely for the design xhown. The suttueuty and use of this drn.rg U2lOZt2018 OUR. FAC. ANY t Suite1200 for any stnscturt is the responsibility of the "dig Designer per ANSI/TPI I Sect. #0 278 ti MarylanM HeigMs,1 MO163043 For pore Information sae this Job's general rates page and the" web sites. MAX. SPACING 24,0' ALPINE, www.olpinheitw.coml TPI, www.tpkhst.orgl SBC& www.sbcindustr .org/ IC6 w-kcsafe.org Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ilrh 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orh 120 moh Wind Sneed. 15' Mean Heloht. Partially £nclnsed. Fxnnsure D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing SpeciesI Grade No Braces D 1x4 'L' Brace wl Q) 2x4 'L' Brace * 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0) U S P F H 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 1 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' cu D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10, 4' 12' 6' 13' 0' LJ 1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' taSndard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P 1 2 3 QJ T D F L Stud 7 7• 7• 4 Standard 7' 7' 6 1 / #2 7, 3' 7 10' 7• 13' 1 4 14 ' S P F 3 4' 7' 1' 7' 5' 8' 5' 0' 13' 9' 14' 0' 14' 0' LD U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Q Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' ' 13' 9' 14' 0' 14' 0' X d OJ S P 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 2 4' ' 7' 3' 7' 6' 8' 6' 8' 10' 10' ' 10' 7' 13' 5' 13' 11' 14' 0' 1 14' 0' 3 4' 2' 7' 2' 7' 5' 8' 6' 10' 0' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' D F Stud 4' 2' 7' 2' 7' S' 8' 6' 8' 10' 10, 1' 10' 6' 13' 4' 13' 10' 14' Standard 4' 0' 6' 6' 6' 11' 1 8' 5' 8' 9' 1 10' 0' 10, 511 13' 2' 1 13' 9' 14' 0' 1 14' 0' ymmAbout% ble Truss Diagonal brace option - vertical length may be doubled when diagonal brace Is used Connect te diagonal brace for 600# at each end Max web BrtotallengthIs14', 2x6 DF-L #2 or better diagonalVerticallengthshownibroce) singleIntableabove. 1 45' or double cut L 1asshown) at h ki upper end. otn Connect diagona at flimidpointofverticalweb. Refer to chart 4 V wwWARIMIGps READ AND FiLLOW ALL MUTES ON THIS DRAWDtd 0WORTANTww FLOPM TMS DRAWING TD ALL WNTRACTiRS DCIA1111 G THE DSTALLERS. Trusses requhe extreme core In fabricating, handig shippkg, LhstalOng and bracig. Refer the latest edition of DCSI <Ia44ding Component Safety Wornatlon, by TPI and STMA) far fet prnit . prior to perform*, these functions. Installers shall provide temporary bradnp per WSL w. LUMMfollowlMess noted otherwise, top chord shall have properly attached structural sheattft and bet ch shall have a properly attached cellhp. Locations shown for permanent lateral restrain, shall lave bracing Installed per BCSI sections B3, H7 or D30, as applicable. Apply plates to each c1of9trussadpositionasshownaboveandontheJointDetails, usess noted otherwise..*1F to drawings 160A-2 for standard pate positions. A4**, a division of ITW Dusdig Components Group Inc. shall not be responslt* for any devhtbn i AN ITW 00#APANY this drawing, any fa4vx to build the truss In eonforearxe with AWl/TPI 1, or for handling, shippiii, installationi bracig of trusses. tAsealan his drawhp or cover page tIs%V this drawig, Ywzcates acceptance of professiorwl I \ 137231 R,velpon% Nve erhynetr re_a , DMy sottly for tine design shown The sWtoblltty and use of tds drawing harryltSuites200 for s v chre Is tnr respasW>Alty of the & Adng Designer per ANSLTPI 1 Se -A it Maryland% Heights.t MOt 63043 sea For non Information zee this Job's general-tes4p`age nntl these web st4s- FATE OF wMis*•' op Bracing Group Species and Grades: Group A: nice-Ptne-Fir Hem-Fi1 1 / #2 Standard #2 Stutl 3 1 Stud if 1 #3 ilStandordl Dou has Fir -Larch Southern Pinexam 3 #3 Stud Stud Standard Standard Group B: Hen -Fir 1 L Btr 1 Dou Ins Flr-Lurch Southern Pine 1 #1 2 #2 ix4 Braces shall be SRB (Stress -Rated Board). For 1.4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these rndes. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 p(f over continuous beoring <5 psf TC Dead Load). Gobte end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nolis. K For 0) 'L' brace• space nabs at 2' O.C. In Is' end zones and 4' o.c. between zones. K)Wor (2) 'L' braces, space malts at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detaA. TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 8/3/15 DR W G S16015ENC100815 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required Y-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (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 root height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kit=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. co the crippes for each tow starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. Tip) nnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d face-naiis Rafter to sleeper or blocking 516d toe-naiis Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin 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 CRIPPLE BRACING & BLOCKING NOTE'S J^L J NO ColdJO.16larmto5")C 416dtoe-nails NOTE: 16d {0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min, is required for cripples V-0" to 10'.0" Iong nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 "T' or scab reinforcement nailed to fiat edge of cripple with 10d 0.128"x1l)") nails at 6" o.c- "T' or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common nails. Jarrow 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 it sleepers are not used. ' Install blocking under cripples if cripples fag between lower truss top chords and lateral bracing Is not used. Apply all nailing in accordance to current NDS requiremen 7 Nails are common wire nails unless noted otherwise. WARHINfi.w READ AND fQA.W All WTES ON THIS BRALDO L1. 20POtTAT— FURN N THIS BRAWM M ALL CONTRACTORS DICLURD6 ETC 1161ALL£RL 3 ; j 30 40 54 REF VALLEY FRAMING Trusses require extrane cart In fabricating, hand InR. shopMg, Inst"ling and bracYnp Refer, to iCd f-Uw the latest edition of BCSI t&ataing Conpownt safety Information, by TPI and sBCAI sae m s DL 101 20 7 7 DATE 10/01/14 practices prior to perforAwp these furnctah& lnstalters Shall provide taft—y .racing per * STATE OF `— ilMtsf noted Oth-ft., Sop Chord sra8 have properAy attached str%Xtwai sheathing and bona, • e shaa Mve a property attached read ce4kg tacnao shorn for perYarxnt lateral restraMt of • e Q. C DL 01 0 0 0 DRWG VACNV1801015 U ) Rr, refItod hstaurd per BcsT sections,xr, n or awns apalcaino Agar q•trs to each r a a•/ a BC LL 0 0 0 0 v O of truss andbracing Inn as stover above and m the 7 or JW, ,..unless rated otherwise. +• '^ pa ' rings 16OA-z for standard platy posrticem # •• . RIDae Alone, a division of ITV &cluing Components Crop bhp. stay not be rasp—.*" for any drvatfon fro, say.. .•' +C rwRwaoMPANY this drawing, am fare to bid the truss In confo Aancr wtun AASVTPl L w for na.arg, shippbp TOT LD.30' 50 47 61 InstaUdUon bracing of trusses. A seat On this, drasrng or cover page tlstire this drawYp, •laCat•s acceptance Of professiorart ..._.._..__.__ p S flNAtS.W£ 3J89 LakelroniDme forer'graany`r't+trcty. isr for the d*% bA a ner`p.ry.ATvt iSeth '°'s'g / / ttt+DLJ R_ FAC. 1.25/1.15 EaM Coy. MO636e5 For I Information see this Job's general notes page and these ,etb sitev r5 C A /O ^1 ! °"`" SPACING SEE ABOVEALPIhE, wrwalpMtt.x.m TPI, srw.tpi nstary/ SBCAi rrr.sbrJndustryorgn ICb wre.kcsafrarg 9 ! L 0 P1.1-A. ,w-al m - O O1- Zm ZO Kpm zinc m-I O o ;O 00 o - r mom mm zo rn ID -A cS0 nO O to ID D AID _ mini ox0 x c U) * --I O O mZ Kzm M>Z p O llO 2 n co W O O +Y IGn N .'Dm xDL4 U) I m CDA0 co (5 vm0 SAO mmU) B_I DUE TD DEfLECTIDN DIFFERENTIAL SEE STRONGBACK LETTER IN ENC, PACK) 12 5. C 7 /_ ZSA Q1 I HEEL STUBBED ADff L 2 1/4' FOR I '-2— PLY)IfIJD i RISONS W&AE r rllI AL= HTUS 26 (SIHPSON) TYPICAL RAISED HEEL DETAIL f General Notes 1) N pmrd OW bxem, 4M I— and ar to• b" a* by am! pmldb P"w 9M N I9 b br Twpm IBIOH) m — oWre 2) id.L N bem xy" b 2e O.C. A- oWrim S) mbdArTo PI! MaY RC" —odebW 4) pwmsr , I'boa9 *.a bo pbwd d a a.Miro ;e . 15 QC — W fpok b M p..bdd a—ki—d W bd.— -,b I -bon &MUO t W fbudMa pb_ W. 60 8C9-81 bt oq elNionol bmwq 60AL ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL - • PSF BCDL 10 PSF TOTAL = 347 PSF DURATION = 1.25 S WIND SPD/TYPE- 150 ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT II WIND IMPORTANCE FACTOR= 1 UPUFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 True mvntxa 7-10 & cunMcuv p)axcsercdcxigna) f A5CF i-70 and suimuxn foxcrs Uom Mwh c<my>,maxl .and <Haziingts oral main uv><7 fot« rrsi+ttiag ssxtmxs 7)tear utzucs ha•r hccn r xrri to wm nr. ix3,Ltrmal 7'•p f"f mn trnt Ixwtcxn chcud h•< t k,W FLOOR LOADING SCHEDULI TCLL PSF PSF B= PSF TOTAL = PSF ROOF DESIGNED FOR TILE ALL REACTIONS OVER 5000f AND UPLIFTS OVER i000000 ARE SHOWN ON ENGD#ES MG. WAIL KEY 9 -4- 8,-0, 0 12'-0 DESCRWIION WT. DAIE N d[ tMl TI na asv w LOAD] DescRo'DON NNT. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVEME G N. k VINMR HAVEN FLORIDA 339M PHONE' 959-8806 FAX. 486W 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2055 TRADIONAL/MED CCA PROJ/MODEL/ALT 9AS/9A7 205MA/205TA/2053E/01 ALT DESAIL TRAYS OTC : LOT : 319 BLOCK: DESIGNER PAGE W DATE 1 7 `5 `13LAN# SCALE A N330142R i 4 "=1' t City of Sanford Building and Fire Prevention Product Approval S ecification Form t;I,tir Permit # d Project Location Address: 529 Red Rose Ln.. I 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.floridabuildinq.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.113 Roll U Automatic Other 2.Windows Sin Ie Hu 19 MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FI. 18644.04 Awning Pass Through r Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other Jme 2014 Category / Subcategory Manufacturer Product Y Florida Approval # e Description including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FI-16544-113 W Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E P Composite 1 Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FI-5444-1112 Underlayments InterWrap, Inc. Underlayments FI-15216-112 v Roofing Fasteners Nonstructural Metal Roofing 1 Wood Shakes and 1 Shin les Roofing tiles Roofing Insulation i Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems I Roofln sclate 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 v____ Other -------- lure 2014 Category Subcategory Manufacturer Product Florida Approval # Description include decimal) 5.Shutters Accordion Bahama iL Colonial Roll up_ Other rightsSk Skylights Other 7. Structural Component Wood Connectors LL/Wnc7hors-- Truss Plates ITW Bldg Components Truss Plates Engineered Lumber FL1999-R6 Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774-RS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products IHVAC Tie Down BIVIP International Tie DownHVAC FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 TYP[CAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS T WINDOW CALL -OUTS j26' IY `.d' fl1 N 5;1 1 72 $Ii 32 54w 2 31T, t) 54 167 33 $14 235, 33 53 O5!Sv 7 6 464 s1134 S4 i6 r..' 3c SH 63` I; 5( 7Q 35 $41 25 al 35 54 12' s !b S4 V2 36 SN1 26 W 36 57 i GC. VTR —TT rA50tKr opx Y>,5 FM M1 tv--16. LLrM SIDS 4¢0 WALL470 CSY VARY F£R LU ' i WOACltix2AW SFECFIC471 i z !- ER To FLOOR f't FpR Si?'LE OF :5\00J l 3D'S`Yi5 u}G-5+1 CG£Et'EV. CSf', OR F1XiD aLS5_ F(--) xL sExBcr E'.4A ¢D fESc.E oltFU SA * Co'PIT (20(RY• eF6CR sh s%rat nan f t • • i • oa% 10 UmlA", A P. ARCHWAY Y- u W. Nw iCEM RFl AOC. Y.P %Tna; lY- R RM trll `0e m; RA LAB mi,, < oR xr , T- 4% -EAM RA JC7 RR LC,0tCYw PAN. Oa I'ii?N 51-,, yi7lL3 . 0% acm TRAY CEILING SECTION TI " E Ar-'c t G'O C tG Sdti4r A% PADtSEErEtsF (PU rSar C4atRKTCR I ko.rR/GICR T I i' Y I5cON td•'m I fL: tF. Ci LNTE. I 9'-6".i f•- a• 1 I i I 1 BOti. CF lR4 nil Yf•T Ipt O 4FER W SHl }q FORA' RX RCCR YJ• AIravTxesARS t « t « • f • e STIR NDTES SE SEEi D»fCR 4tbpW S;pR DSTA'sMDtOtPi Lpoo CD NdQCQST 'ErKF01L%0G6 JUA:..TWv! Iti S:RYiRS E%E bhA •t Stt. FS STBY;i5$ MARL To 40 s0PPER R AAL U9j ArAC :SC'+17s'R 51RIYATwwrFARRLB, rCCJ rUFCDM rCL NLRLlEAk.04,7 ATK'40RirAK UN r4.Ord [Y iAY.(16 AT rOL. RXLEA® CLW fiE L94`4 OF TE 4SRKs-"m r el r.LiioCF. Ai tcM am rO 80. 3Vr NAtS Ar Ee. sw rn rf' OL. rjY} F 4'ACtiS AM SrfoWW N LIB &AY,09 k415c"C5 Ate SOT R'ZW AT NE 9OS ALL0SYRlYdO PRTiARb!SJ!l.f SAtt IE@iVb7E bT p74 F001 n0 tER Ai COI ATIAT .FOM TO FXM At COR: V W'VA A.Y to .Cd ATV U. At EOOD A." to CA. S W- WS,5 At r CC To iR:6•i3't CR N.CYIC BELOA ARACi! 5 0" 9t 10 WVM41 G]I F 57 g7J•.eC3 Ed L0011A% ti BE S&I ASF.Yilo.6 AIS3 TO EE h• a SIP.rtt AT •' 0L F L4Dw 00.054r.16M 1"M N A SEA' CSFf"W'Oi ER' SA%L BE 01 24 5 SIP A.7,M 51JR7RT SIDS AT EACH 90 r L&CW, 6s ILp 5r A'P££:L" MY" A IID DO W VT4 W ON ri}• R5. 00 K03 AT EAOALAK>W, JObi@D Rtcal. s W 1ff_ SACS 4m. LA611DSi To FSEY.RAYf r-d¢ U- wRS TOES }4 11 r to C5.5W W-S 0 E"P1w. S.DATE 41fAC1to IF'OC. wLA W . Y U PCO-S AT r CC, StACfrSED AirASa.RrtazfETf AT/GLc7tf A- rXHr*5WLS".c'voR CEA3 u?a 5tr'A(L554 Sv'tXS OR EI:4. Lf SK.,FGA Y.><ts1El A5a'E CR rd.?SY 5 3. 5A MMOE 60TE"ORaE. cR WACrT Aff ACCEF-A5.E i i • s t t s t S< r AS F- RM, 5> D R4J iW CY_ J5tF1K CALI. TOP OKE W. rb N- 150, 5Ou SELW PREcAsf LNTl M' WOLER LIESiRT"' a ffiP.Yi [7 %t 9L RJAIYC V IO.AIYG' 55i i iV WkXE 1 A f _ _l u { Lt4• iaT 4 or, 1AZIC i V 1t- A k8i.b SAUiY 0. cuLce f1 04x•u. oe 6078tY bt7N IT i sarH i la as SUITEt E1bbb4 E r Y.a• O a N' sa RATWR( X y 4a AR40CLEK T' r 04'i' ` u tIESR tEfER ryLCRSEE %CNY is Y- C `CY:fPClf cl -JA 1 4 i to CL4 YrrosY RLi+FRrE W.. 1 • 52Ali DbtA Y KSE% bi t • A5 P 3. Ni YECRJS SS' N W VffR C4NTND6 I %• R rEAAi Ruw fA'.Bi Sr EACI COP : DSTA' Qp 1 on, O 5' " K. i 1 ORFlifd i' NCOMFOP - AR 1f sc' u, GATHERING RMDINING 8 fOWri' 2- s%pl ' O.-E /.a 1 0'-6"ali _R• 4'-a' cLATC4F_OOF A9/---- I i 0a tALL i il T r 1 t• aow t i tALLw.s vR4s C cSYA.CVMIASC10 kO, pHE RI05 PERF6LR fTN ptiKFAA1C'.I2 i i • i t i • i t STAR No;. BS K PASM6 WU 0EU-14W 50 %W A r k-, M OAACT PA55 AFMA t 56tgReCS FCRSIA. ZAT54AA1.{. EAE R, CCN"NOSroR% itt LBGX6 Si aE RSN:.FRn tfOR10A'F¢UT ABLE TIE TOP mks a LE kri t W AFW oECTV A30* M1- LCSESImm AWDRd_flo55 BE FETJM CR SWLA TMIAlE N wjL FC614 OR 54leIY T"""S Ntf)P.At$ AUACBAI W At." Ni%L 41-- A SPACE 0; NOT LESS L tWI.n roll CETUMA w L CO U"mts rtbi raI TIK or oR r1m 1W CFTT=-RA t IT f kU\A';ER- 5TA42 :A—N-CW vcLo5 AT71S3ESPerc`1551" NdtYCCLS. W)Ee 5tAl WACE0FKPtTT?<=4f@tyC575CE WVJ 11CA0 PERWIT - A1N M21 OPV Rwl) ar N eiiw. 0 r• t' AW-. 16'- 6' g'-a" PLAT CLo, s eO R}t'Ed} R A t47' A!i. Y. r R m 5-Ezs 25f d *vYEM0.5 PORCH 1 r P.1EN fRY'F S'-i PL T.1P'. To VQ0 I AI4A4M OAt I 6 4T Lf 3 FIhRS tor. 5.s IT ef IT t MCHEN ! rrli EAR s a 3 I RRTA I 00 —oz ylg t- b54 KVi K' W AV 7At At 10.PE CRm W H Y[AD r0 trvRl7!t 5 I a Nbo(ez"v O) N Fri ROT EOD At sr'c RU SFAr• /- LfE CF t'•B ' k - — OORSTSEt i rEWC ' t 4 T s r SC6Xr fTPI yl R rE-ef SRaElS rT1rf STAIR SECTION VckE. I, • 1d sca^.wrt;. s I i - CFE GF £CAO i V FiO:R 4S AWIt it II I F - p t (( Z CAR GARAGE t (i 2B'-o'.zo - D- 1 gg I ESLA 1 i ME016 F. k!.5 LL4 4 AFF. m Lw r1 N FLOOR2 STQUCTtIRdL LEGEND rrOa FEED ItU E LNIFL PR r H!£YKE0.:9:OCAtE LN'r; P.L:,%U sGR lJ - FFO ICVCFy+ 3J' d S a'R CTIt. Cf-R A'an-016WC (lw-PLRv MMY a4aD W0" LRR: tN 5 OAR CUM Sao TtiEfO mr/Iti 564t r! E.55AGE1fltRfl sss..777ttt Q - r MS51aUfum.5ezrKO. EIAXA NIM ac EN'OQ=M5 aA4 COW'MS 0C451. NSPPYX a FRYDE ( 3)m V11TW tU5rF5-'N LL; a 0wCCT R5-EASE mat bi 0; 5-? ait-L'11' m R.Rd PATS. TED 10 OOAE JIQ- 5TD•5 At EA rI0 I'm CJ 5'ASCN 151e55+' MR TIE SpCK3sAM • ri?iFt6' £ 1Eq W LE 5O1kIt P.<c itM Ot5rP5Ca'O5 CSPs. DW`T AS NJUD AOV- L=qC M N LOf0 rc IE'Cr tAL'SWAAi F.?<M, SYFVtR'oa f1ro PLA'E A`CIORV To DOSE ) GGST06 At to so I IN YPSCN WU? 5RS^. ne A%-5Tkm. R wrIV IE i0 to of 5070r1 f,"TE V! Ol SM. -050.F5 rik"CE E:our SOVY AT lzt wxOF t.Nms 10I ow Y-C FAt T-0AI5k Lq OP 4 SfRUMPK NOTES kL Ld5mEAiil BEW PJrtt A; i ALOtl BEARV'r 4A:ERsrackaJ»a ura ALL E%1ERORAVLE5 TO u cas79E9 Sim IE56TW fOP?EN15 W` AY=EC4 R0N ItLSRR7 WJ PA#RORTe'. tt.', v^YA'JC Y t{` f y Y' F\.eLr 4 l' kiz C q, a 0A• '• Nz F fi41Ra 1 L nbt a § If• aFE• A b3SeSy fn M z•SfY CMAt[ EOT JtA 1g aF..sra DAVIS ate tS•QATE.Snf fL Y dp. W„wp[ W IAFTI W .4zs.[.wo TH. OZ3.160D FhA( bt4KitMSGYA Yoii A NG NEreNG Rcl vwuora5 awcrwt a+ x• W Z D 0 — Luf f m 0 Z J 0 T cn FL004ING LEGEW t00 B& COV ac . r.• Fi(. lRf CatR' X L'kF. ma. m SAU R-ValUe Chaft 2582aeutosrotna wr!uErw ICYAISSTS 4lEPE k:.rl3LE) Nah• RCO,,,E ROfi: C 44 RSLb'ioA R% SrAa .Sf"CR.,'i.• FOriT3 J5 rVSCs'TI KL4 Rl KrA 4 AeEE tali RrC G/FJl2lRA`f tKF R5 MAIN FLOOR PLAN NOTES 2A l kE W.. rf GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS x, T WINDOW CALL -OUTS pj$FL- 20'd F(;, }P!$Ffi. 101 Wz 74' t310 FG i 2a20 FG. 3020 F& 4 p 3 N 4330 S+ 1 203094 303a 54 4a3 Z 1 4V W xt 2040 54 5M 54 AS y Z 3 8s0 54 2" 5; 30'i0 sty A0a V' fEG2 Sr 20Ea Su We Su 40E GL. VERFE ROYtr OMNI,65 FOR ALL bNM v'PDX S+zs aro i52At 47 CN rr r v< P F tt4VFAGNER 410.6FECFC47,06. WeZ R TO Fi-CN PLA6 FOR SME CP AW U r5W LE W114-5K CAk Gi` w- OJT. OR; GUh.FL) t k k t t t t ALL9'Es'Ena' EY/1E kfi EY'F FFR= V11 E9Rkl+rdnt t k t r t k 6 00001 v `•/ wJK.II S V tSry.F 5r;py vN SEPSCF xru f.PFELi06 N ^Yy_ ce Pld"R7E ryak 52 5 JfD5CF5(X 4fa oa1-06 A, E./S_ pitltf 7 P..'Ib'II':. EEL'kY_D taZ4R Clrt; W a KE QtS Al V Or. rRY EA'A FKE. AlZVD%D V DDS.E a.V 05 N EAC+90 YL aI SM SNoS SrAtk SSRA`5 C- m"m tfi T K W 7 S'P BE., WY.'ye kt PtL%eD'O cofu YX' SW. Al Ee dD SCMN NT'.4z 1.514 M 127 AS 1OW Cdf. COO) ICAX46 k LOAD 5E$N'F Cl'L551AL SE I Al M 4 ST U W Me AX,PLAEmsGY roM&E Xdd'DS{f EG DO OU rL SKSD: L5114 SW f.E yx 6TXA k luz MeT SE rE9 i0 rle " .Al Sr'A04 Sttx45 D.ES. ERNa 5-OM 9 rO S?d 7 IVE- tOIGEE NA VC' Ke 1OAl$$ tJt. l V MkTgytt,-MW4 J I No y .0RL mkLv5toarp" w P51 rx u um Low eFkzt rEatEas rox.^.;ba wa kt FYEBOE KLS 10 [c *Jr.'r7cED SEt H35M, Nplads W[/ SE: LYR40J ul:W GffA I * ll' OX FALL PFIT-1 04 y 0 ih lQr. iaeiL Sfi. LL t00 ac" s mum arerowe cu rac ucLct sr._m a.rt 11 nosriEsrnsr e+ a nnarnrinaea rrn s.o s. me K ic ps.ws.am w-nwnwe atar YaaD[ Erw: k[E. ra<. w Eara+ mwcrwEovc. W O LL o H M 25$ 2 D c, c, ROOF It- Wls CEreYS v¢ Er UPPER FLOOR PLAN NOTES GARAGE LEFT Florida building Code Online Page I of 6 F Agprgv l M > P L.QL _ Ii i. },t > &Wj!C , I I Application Detail FL # 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@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. J Validation Checklist - Hardcopy Received Certificate of Independence L04_ -_Qi_j_ _p_0 _ Referenced Standard and Year (of Standard) RaO.dslrd 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 littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?para n=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page 2 ot'6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 77, 0 Method I Option D 12/13/2017 12/13/2017 12/21/2017 02/13/2018 42 0 Pagel/ 2 0 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.1 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 "Y' 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 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 20461.2 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 "Y' 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 Installation Instructions FL2_Q_4,J_ . _R3_Ij1_Ce.LLn§L2AA(2Lj.jf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Nominal 68 "Non -impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions R 3__Jl Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 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 FL2Q_R3 2046j_:_4f 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 CO) Eyoj 2041f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461A d. Therma-Tru Fiber -Classic and Nominal 70 "Non -Impact" Opaque Composite Edge ISmooth -Star I Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No IFIIQ4FiL R3 il 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 20461A for Design Pressure Ratings, 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 5 e. Therma-Tru Fiber -Classic and ISmooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 https:// www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wCjEVXQwtDqsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page 3 of 6 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 FL2Q461 R,1AE C011)L4LZ4 1:5I0! additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation,) 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.6 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 "Y' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star 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 20461.7 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 "l" 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 I i. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.9 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 numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 I ). Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.10 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 "J" part Nominal 8' 0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions FL<_20461 _ R3f )fit _ Q i - df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL2Q4!5_ i 3._AE (d}_Ev I20461_pdf Created by Independent Third Party: Yes Nominal 8' 0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL2046z II ( e} Inert 2Q4f 1.7,Pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2046.1._ R3.__/?i_Evgl 20461-.7 pdf Created by Independent Third Party: Yes Nominal 8' 0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL"2Q461_ R`_.AE (CI Evdl_2()4fil_$,p41f Created by Independent Third Party: Yes Nominal 6' 8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door ( Inswing/Outswing; X configuration) Installation Instructions Ii7sf~-.20461. 9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F"L204 i1_-_R__ AE__jd)_v l 204 1.9-,pdf Created by Independent Third Party: Yes Nominal 6' 8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions FL2 4 1,_ R"'_,II fg) Irt Q4fi1.:1Q-pelf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports f Created by Independent Third Party: Yes https://wwvw. floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page 4 of 6 numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Smooth -Star 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 20461.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 ( I. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 M. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.13 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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Smooth -Star 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 20461.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Installation Instructions Ff20461 R3, II—L JnssC_2Q461Nil df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F(2Q46k R3 AE _ dj Eval _ O I61.11.pdf Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions Fh Q4Q_l,R R_jg} In 20461.12 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports t,C 201,AE j 1 Evgl0461,12,4df Created by Independent Third Party: Yes Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Installation Instructions r 42Qc 1 R3 II.iJ_Int 2Q4 1 13df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F_QQ_44 1 R3 AE (r1 kv41_2Q46I 3..Rdf Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Installation Instructions ELL2g461 _R3 JI _Lgl_Inst_2Q461.14 df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL2.Q461 R3 AE_._(0)_. u4l_204f 1 14,Aj Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F 2Q4 1 R II O n 04C 15.n0f 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, 4 R A v I 4 f 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 "7" 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 Sidelites (Inswing/Outswing; XX or OXXO configurations) https://www.floi-idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page S of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 1 r. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 S. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Smooth -Star Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 20461.20 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Installation Instructions F 4 i R3 I n 4 ,f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI 2Q4 i1_R AE d}__Ev_41.204_Q1,1Q_I25 Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; DIX configuration) Installation Instructions FLzQ_40 R II_(e1 Inst 2.45_L17Pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL 41 R_ AE jd Ev I047,tlf Created by Independent Third Party: Yes Nominal 68 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Installation Instructions FT4f1 R3, inst-204_l I$>pcff Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL Q4 1_R AE (d k: 1 9 _l$IJOf Created by Independent Third Party: Yes Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions F.(r2Q461 R II_(g) Ins 2Q4Fi1,._19,1f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELZQ4__AE (dLv 1 (L4 j_L . f Created by Independent Third Party: Yes Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Installation Instructions FL 0461__R _II InsF2Q4f1 2Q,pOf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL204 1 R' AE Eva1.,2Q 1"2(wpdf Created by Independent Third Party: Yes Go to Page Page 1 / 2 Baek Neit Coptact Us :: 2601 Blair Storig RQ10, T II h f Phone: 8$0-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Pryg4y S rement :: A iii m n :: 3gf nd St atemm n littpsJ/ www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 Florida Building Code Online Page 6 of 6 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395, -Pursuant to Sect on 455.275(I), Florida Statutes, effective October i, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EE Credit Cara Safe https.//www.floridabuiIding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgsJ9a49YAgXJ... 2/27/2018 THERMAITRU' DOORS Fiber -Classic, & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INS WING /OUTSWING NON -IMPACT"' GENERAL NOTES 1. This product has been evaluated and is in compiionce with the 6th Edition (2017) Fionda Building Code (FBCJ structural requirements excluding the "High velocity Humcone Zone' HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that complies with F3C Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "Y part numbers and must be stained or painted within sic months of installation. y DTH`" „ V. 15.5" FRAM£ WIDTH 37.75 FRAME WIDTH i i Z 3 < z 00 x X O S N n = f; TABLE OF CONTENTS SHEET R DESCRIPTION SHEET RTDESCRIPTION 1 Typsco! ESevotions, Design Pressures & General Notes 9 Horizontal & Vertical Cross Sections (Dueci to Masonry) 2 Door Panel Detoiis 10 vertical Cross Sections {Thresholds) 3 Door Pone; Details 11 Buck Anchoring 4 Door Pane, Details 12 Frome Anchoring 5 Sidefile Pone; Details 13 Hardware Deiai6 6 Elevations 14 Glazing details 7 Horzontal & verticoi Cross Sections {2X BuckJ 15 Comporwnis B Hohioniol & Ve 4col Cross Sections (1 X Buck; i b Bed at taoteriois A, oW z I'll68.75' MAX O.A. FRAME WIDTH --- flit 15.5' FRAME WIDTH 37.75 FRAME f WIDTH CONFIGURATION DESIGN PRESSURE (PSF) INSWING DESIGN PRESSURE (PSF) OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE XO, OX, OXO 1 +47.0 47.0 47.0 47.0 See Sheet 6 for Hardware Specifications n n " n Q pn0 = i E 611116 z AU: N. T. S. Ery: JK s x. er: LFS FL-20461.15 c ce _L ov i 6 0 Y LEXTERIOR 07" 0.5" l . COMPOSITECOMPOSITE HINGE STILE INTERIOR LOCK STILE' CAP CAP {ENGINEERED WOOD) #ENGINEERED WOOD) HORIZONTAL CROSS SECTION 3.6"- 0,406" G1 G02 EXTERIOR O.406" COMPOSITE COMPOSITE HINGESTILE INTERIOR L LOCK STILE CAP CAP (ENGINEERED WOOD) ( ENGINEERED WOOD) 2 HORIZONTAL CROSS SECTION 2 36.U' MAX. DOOR _I PANEL WIDTH DOOR PANEL 35. 813'MAX. DOOR PANEL WIDTH T__ x 0 0 67 1 DOOR PANEL 41' Hywd Door 35.81YMAX. DOOR PANEL WIDTH DOOR PANEL AQf- V Eij 6 pf p z 6; on E z .0 0 5 0 6 f 0 z TOP RAIL a c tj COMPOSITE CAP W/ TOP RAIL LVL ENGINEERED [COMPOSITE CAP W/ WOOD) LVL ENGINEERED ft WOOD) cq C5 FOAM CORE POLYURETHANE 1.9 PCF MIN.) 0 INTERIOR EXTERIOR INTERIOR EXTERIOR FOAM CORE POLYURETHANE - 1.9 PCF MIN] L FIBERGLASS SKIN J0. 08711HIK.) m FIBERGLASS SKIN 0.087'THK.) Woa Sao BOTTOM RAIL COMPOSITE) BOTTOM RAIL - JCOMPOSI[ TE) SCAU; N.T. S. 1,71" Dwr. W. JK r3-") VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION C,K BY; LFS mw No.: FL- 20451.15 sKE-7 2 of 15 0.5' EXTERIOR -- 4.9$7' —tea COMPOSITE _ A CAP _ NI Q *j n 3. yy COMPOSITE HINGE STILE LOCK STILE G3 INTERIOR ENGINEERED WOOD * J >° 0 mENGINEEREDWOOD, { J i nAP ( JC 1! 1 itt z _ dm6 t HORIZONTAL CROSS SECTION P N z 3 g Eo omZV EXTERIOR p o` a0406" I TOP RAIL TOP RAIL ° . a m a m O.T' 0'6 -) ( COMPOSITE CAP W/ (COMPOSITE CAP WJ = 4 6 COMPOSITE E 1. Z _LVL ENGINEERED LVL ENGINEERED CAP 1 _ WOOD) L WOOD) 8 rw COMPOSITE , HINGE STILE INTERIOR LOCK STILE ,` f CAP [ENGINEERED WOOD) G3 {ENGINEERED WOOD) b J 2 HORIZONTAL CROSS SECTION 36.0" MAX. 35.813" MAX. 35.813' MAX. FOAM CORE FOAM CORE a DOOR h-- DOOR ---- DOOR -- {POLYURETHANE- " a { POLYURETHANE- ® a o PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.9 PCF MIN) 1.9 PCF MIN.) { o Q 3 3 4 0 as 3All- 3 ` I G3 m. i it 2351"D.L.O. _ i o cl WIDTH FIBERGLASS SKIN ro N 0.087THK.) r., z`i o z z Q 1 _ < 2 - < 2 i amp c3 ( 3 X 3 j( FIBERGLASS SKIN z p j o f i a j 10.067' THK.J I® x X77, O < r a BOTTOM RAIL o BOTTOM RAIL o ^ o In o COMPOSITE) (COMPOSITE) I^ z j T - DAM 611116 I Owc. BY: JK D 3 VERTICAL CROSS SECTION tl 4 VERTICAL CROSS SECTION DR MNG "0 DOOR PANEL DOOM R PANEL DOOR PANEL 3 3 FL-20461.1543' BOOK i Hya d o00 u1 Do« EXTERIOR O.S' 1 COMPOSITE INTERIOR LOCK STILE (LVL) CAP 1 HORIZONTAL CROSS SECTION 4 36.0" MAX. DOOR PANEL WIDTH 4 3 i 24.13" D.L.O. WIDTHLDi Q Z a X m KO On Mh o a t N Q P I E D F 46 DOOR PANELBOOK v 35.813" MAX. DOOR PANEL WIDTH y DOOR PANEL 11471Hybrid Door LOCK STILE (LVL) —COMPO 2'- 10" Door Panel CAP l. oa" G3 0.406° COMPOSITE CAP 2 HORIZONTAL CROSS SECTION LOCK STILE (LVL) -COMPOSITE CAP 4 35. 813" MAX. DOOR -- i PANEL WIDTH 48 DOOR PANEL UlDoorTOP RAIL I i (COMPOSITE) f FOAM CORE POLYURETHANE - 1. 9 PCF MIN.) 0 S3 Z n G3 G3 p' FIBERGLASS SKIN 0. 087THK.. 4 ci T BOTTOM RAiL COMP.) O r0 uy N K ya c a? cw JR w Z a0 0 Scut: N. T.S. DWG. BY: JK cHK. eY: LFS 4 VERTICAL CROSS SECTION DRAWING NO.: 3 VERTICAL CROSS SECTION FL-20461. 15 4 4 s"-m 4 Or 16 I ' INTERIOR INTERIOR 2:' n EXTERIOR G4 EXTERIOR y ppD * 1 ' STILE (WOOD) ( J o 0 c0 Z v D V Z a C Z V j -g<o1HORIZONTALCROSSSECTION3HORIZONTALCROSSSECTION1.53"' —` N o o a Lip Lite Glazing $ Flush Glazed m a a m I O TOP RAIL I E. v z1WOOD) w 11.875" MAX PANEL j n 13.938" MAX. _ bX WIDTH TOP RAIL E o — nPANELWIDTHD.L.O. WIDTH I 7"MAX D.L.O. _ (COMP.) 3 ace WIDTH i G4 ¢ z 2.625- (TYP.) o ` a FOAM CORE m Q POLYURETHANE - 1.9 PCF MIN.) EXTERIOR INTERIOR o o a a i m t R Jl w — a a o 5 EXTERIOR INTERIOR 5 / o0 Q Lnocn < f to o i3 a 1 FIBERGLASS SKIN-, 1_. _... -.. (0.080"THK.) 1 E i FIBERGLASS SKIN J o N ( Ij`n \ a BTS Full Lite Frame (0.070" THK.) o45ooo LBOTIOMRAIL COMP.) ' L aic 6/7/16 i BOTTOM RAIL (LVL) --- sue N.T.S. SIDELUE PANEL SIDELITE PANEL cwc 0FULLUtEL/ FULL L17 % 21, VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION eY JK UP LITE FLUSH GLAZED = i CHx. an LFS ? 5 Lip U3e Glazing j Flush Glazed --- s FL- 2046L i 5 N II lI \SEE HARDWARE CHART ELEVATION XO HARDWARE TABLE MANUFACTURER MODEL KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT : MPDGART THERMA-TRU) 3 pt, Monuol Tongue) SEE HARDWARE CHART ELEVATION OXO r fiber-ClossklSmooth-Star Door Panel Options Products approved include oU embossed panel doors and 2 panel recessed panel doors. Similar glazed panel configurations ore allowed. Panels shown ore for illustration and are representative only. L N.T.S. 7 curt. BY: LFS FL-20461.15 en 6 or 16 1 0.1S'C-SINK TYP) INTERIOR EXTERIOR 1-1/4"MIN, M. (TYP.) 1 HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) 0.15' C-SINK TYP) SEE NOTE 1 tlb i HORIZONTAL CROSS SECTION 7 Outswing shown (Insw ng similar) I 14'"IN 2 HORIZONTAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (inswing simibrr))) 0.15" C-SINK TYP)/%"- SEE NOTE 1 6 HORIZONTAL CROSS SECTION 7 Outswing shown (Inswing similar) Notes: C 1. Sidellte assembly screws located 6' from each end plus 6 more Qr m yyj! n screws equally spaced between 18 screws total per side jamb). a}' p- , 2. Sidelite assembly screws iocoted il" from each end (2 screws along head jamb). Ns:7 z 4+; zom6 z a Ern z m° o q z EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similar) z U 0 TOTE 2 } z U> RIOR INTERIOR = o 4 VERTICAL CROSS SECTION 7 Shown w/ 2X Buck Outswing shown (Inswing similor) aE. 5/7/76 AE: N, T. S. Ic. BY JK BY: LFS umr,s Mo FL-20467.75 cr 7 O t 6 Notes: Sideiite assembly screws located 6" from each end plus 6 more screws equally spaced between 18 screws total per side jamb). 2. Sidelife assembly screws located A" from each end j2 screws along head jamb). INTERIOR EXTERIOR I-1/d" MIN. EMB. ppY ) 1 HORIZONTAL CROSS SECTION Shown w/ I X sub -buck Oulswing shown (Inswing similar) s. I, .r 2 HORIZONTAL CROSS SECTION Shown w/ I X sub -buck Ouiswing shown (inswing similar) EXTERIORf, INTERIOR 1 3VERTICAL CROSS SECTION Shown w/1Xsub-buck Outswing shown (Inswing similar) SEE NOTE 2 EXTERIOR _] ZZA /,//j INTERIOR 4, VERTICAL CROSS _SECTION Shown w/ I sub -buck Outsving shown (inswing similar) 22 a, J= n S t0:,3 Z6 E: OZ n O gym z UN Y, i ` o x a 2 a E m Z m° a V•` i N D O t a v mdam y i 6 oz x TE: 611116 z xE- N.i.S. c By JK a K e ltS AWntG n0.: ° F1- 20461.15 BEET 8 or 7 6 m r 'Jr." i MAX. — EXTERIOR INTERIOR 3 .. HORIZONTAL CROSS SECTION 9 1 Shown Direct i0 MasOriry Outswing only w/ 6-9/ 16' jamb Npt25: 1. Sidefite 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 atong head jamb). C i I Ili , 1 ittl ll { r 0 li r a f I-1J4"MIN. r- EMB. PP.) HORIZONTAL CROSS SECTION 9 Shown Direct to Masonry Outswing only w/ 6-9/16' jamb z- cL:— w 1.25" MIN. SEE NOTE 2 EXTERIOR INTERIOR VERTICAL CROSS SECTION 9 Shown Direct to Moson y Outswing only w/ 6-9/16 iamb INTERIOR EXTERIOR 25 SEE NOTE 2 2VERTICAL CROSS SECTI0N 9 Shown Direct to Mosorui Outswing ony w/ 6-9/16 jamb t- 1/4"MIN. EMB. ( TYP.) U: 4 e* ib:2 n N', 7 z' rc': O = r lY'•. co vim UN u z° a 0 2U c LO O m maam eati 6 E 9z tw TE 611116 `s ALE. N.T.S. c. s JK ¢ LFS ewsG u0: FL- 20467,75 Ev 9 or 16 Notes: 1. Sill Item #'s 17, 18, 32, 34, 35, 36.37 & 38 are attached to jambs w/ (3) #8 X 2.1/2" pth screws at each end. SW Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pfh screws at each end. Sill Item # 15 is attached to jambs utilizing 12) # 10 X 7' pph SMS at each end. INTERIOR XV EXTERIOR INTERIOR EXTERIOR 46 41 42 4 45 44 45748383932t4748SEE NOTE ` 1 SEE NOTE 1 j - 7 p a 7 } Z a rl VERTICAL CROSS SECTION o m r2 VERTICAL CROSS SECTION w ` 1Q InswingS41 ^w lfl Inswing Sal INTERIOR EXTERIOR EXTERIOR V// T INTERIOR 25 50 b0 V// - - SEENOTE2 /-IN /--IN /-IN /-N SEE NOTE 2 ., f Z. I (D) m Z L f — VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION QFPubl, c Access Siff W jQ InswingSili SEE EXTERIOR INTERIOR 3 " . VERTICAL CROSS SECTION 1 O Outswing SM EXTERIOR 25 - SEE NOTE 2 INTERIOR all z i:yp—4{ v%• dQ i d 0 n Z Irk •- 9 a Z' 4I U rO0m17 18 n ma °rm m d a t LL W 9Z v 01 N 2 N YZ zamof a G) 05 ZD z_r o,E N,T,S. K i ct+K. Br. LfS r6 i VERTICAL CROSS SECTION 10 OutswingStli FL- 20461.15 SKEi._. 10 0( 16, j11111I117lI/ r`: Z o m o O n Z f[ JAMBS JAMBS U * Qqf .0Z Q . 0 ti 4" (TYP.) ..___. 4" (TYP.) +..— 8" (TYP.) - n i o W c° W a t m 4" (TYP.) t 4" TYP. m n a W 77 Yqq Z G W G JQ V,, i 1 I f l III Jp l v HEAD & JAMBS HEAD & JAMBS lap TYP.) il 1 i TYP.) W I!i 7 17E Ifl111 WK W w YNU l 2XBUCK I' TYP.) IICI liE IEIll Ill IiI XX Xm I, r! X aaY Ill ill J< da I•! 1 i t!i U r O I:I Vl N O Zi'i Ll v>Q ii ampII Up 70- JaQ i m XD/OX OXO MASONRY TYP.) ate 6 7 76 z sc+ic N.T.S. owa. BY: „'K m 2X BUCK ANCHORING cax. BY: LF5 3 FL-20461.15 e SHEET J i or 6 DIRECT TO MASONRY ! JAMBS HEAD\ 3' (TYP.) ---( TYP.) T' (TYP.) iS' ( TYP.) 42X BUCK 1XBUCK —i — DIRECT TO N HEAD & JAMBS MASONRY (TYP.) — JAMBS TYP.) — — --- TYP.) p U SILL( p)— TYP.) --: 1 i1 1I 1 FRAME ANCHORING Z 0~ n 3) #8x2-TJ2 00 PFH WS yy n JAMB TO HEAD DETAIL o °n DIRECT TO 0MASONRY TYP.) z° m U N HEAD\ JAMBS g E o o m o U TYP.) U J W 0a3" TYP.J 1u c ti o a 8jL o 2X BUCK o Z BUCK — IX BUCK TYP-) HEAD & JAMBS wg m ¢ GYP) 0 0 DIRECT TO MASONRY x a a a mJAMBS1iv> Lj TYP.) FRAME TYP.) MASONRY TYP.) FRAME ANCHORING FRAME ANCHORING f f f Q M N DATE: 611116 i scAU: N.T.S. DWG. BY: JK cw. BY: LFS 3 DRAWSNG No.: FL-20461.15 c ssE i 2 o, 16 04 <1 Ci= < tt a- n N: z 5o4:O, Jn SEE HINGE Fv O r O „•, 28 DETAIL (TYP.) b •.... ... ` q V j > t0 m 1 1 1 .._._____ I I t T T Wz 0. or_ zmZ gta oa p s m p SEE TONGUE - + ° n m a a ma 9 b = o STRIKE DETAIL ti m 0 O ( TYP.1 n E o 2 iV G V W LATCH E DEADSOLT DETAIL r m 0 % a J Kwksei N m p L, o 3i o Q o T + TONGUE STRIKE DETAIL SEE LAICx - - Muff+point oc T DEADBOLT DETAIL p m SEE LATCH' It o SUB STRIKE Tn p O O S DEADSOLT,^> oo a PLATE N N DETAIL p' JJ1J 2V 8 STRIKE JAMB STRIKE JAMB Q 3 _ N zHINGEJAMB Latch and Deodboll Multipoint Lock W w o LATCH 3 DEADBOLT DETAIL LATCH d DEADSOLT DETAIL L 2X BUCK Mu ipouT Lock u o Schiage 29 (^, 1X BUCK a a z n - DIRECT TO M MASONRY LATCH & DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS OATe 611116 i s:A,F. N.T.S. ° DWG. BY; JK HINGE DETAIL Gra. BY. LFS DRAWMG NO.: tt FL-20461.15 a snEET 13 or 16 " BACKBEDDING A COMPOUND 1/7'GLASS BITE 1/2- - 9/16" THK. GLASS 6 I 16'TEMPERED GLASS z 0:S INTERNAL GRID JGBGJ INTERNAL GRID (GBG) Z AIR SPACE Optional Aluminum Spacer) I /T TEMPERED GLASS 0Z 0. z0 0 x 1-1/7, 09/16" INSULATED GLASS INSERT OPTIONS 0 PPH PLASCREW DURASEAL, ALUMINUM 1 0 x zo OR STEEL SPACER z GLAZING DETAIL no 00. 5 m JTBTS Ute Frome 0 a: 0. Door Panels & Sidelitesc 61z0 3,25" BACKBEDDING ITYP.) COMPOUND (TYP 1/2- GLASS BITE I" THK. GLASS WROUGHT IRON INSERTDECORATIVEINSERTPRIVACYINSERT 1/6-TEMPERED GLASS AIR SPACE r, X z Z 1/8"TEMPERED :r: F, 0 a, GLASS 10X 1-1/2"- INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND 0 PPH PLASCRE), (*3B DURASEAL, ALUMINUM (Aluminum Spacer) < OR STEEL SPACER ( Optionol Aluminum Spacer) f 0 GLAZING DETAILG2 I" INSULATED GLASS INSERT OPTIONS Door Panels & Sidefites I /7'GLASS BITE 5/6'THiCK GLASS 21.13"MAX DOOR PANEL I /8"TEMPERED GLASS # 10 x 1.1/7, D.L.O. WIDTH AIR SPACE PPH PLASCREW c==€ r* ` LD 1/8"TEMPERED GLASS BTS Full Lite Frame z BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) GLAZING DETAIL Door Panels 5/9'INSULATED GLASS INSERT OPTIONS 1/2" GLASS BITE 7 7- 3/4" THICK GLASS T 6—_ 1 SIDEUTE PANEL, 1/8" TEMPERED GLASS I Z, AIRSPACE 61 I 26_ I /8"TEMPERED GLASS L I SI-ILE, N, T. S, Is. owl By JK BACKBEDDING DURASEAL, ALUMINUM INTERNAL GRID {GBG) INTERNAL GRID (GBG) PRIVACY INSERT C.. w LFS COMPOUND OR STEEL SPACER (Optional Aluminum Spacer) lA BTS LITE FRAME (3 _8, BTS _LITEFRAME GLAZING DETAIL G-iry FL-20461, 75 5/ 9'INSULATED GLASS INSERT OPTIONS Sidefites I SHE-7 _I 4 of _L6 _j 4.56" -- -- - - { t * fu Z! n z° rir0 en o. e7= 00 2.36 a °n ° z° INSWING THRESHOLD WOOD JAMB `\\ v a z a 33 INSWING THRESHOLD \3J Inswing Composite Atlistable Silt \ 1 E m Z m o 0 inswing Basic Faed Shc VVV T e N p 00. UTmaa` 5.75" w 4 1- 5.77" - o j 2 NSWING THRESHOLD C 34-- )NSWING THRESHOLD q n J Lnswkng Moderate Smote Sil 1-33/6' 39 /` OUTSWING THRESHOLD qq inswing Bask Composite Adjustable Sig 16 ' — 2.3 8" Composite ST1 cr r 5.75" ---- _.... ---------- 7.59" -- ---------- I, 4.56" --` ? w m o co o = m a Ql o SIDELITE SPACER a lnsamg INSWING THRESHOLD T-, INSWING THRESHOLD35 , OUTSWING THRESHOLD I L Inswing Moderate CGrnote SA 32/ tns ing Bask Composite Adiustobie Sig 7.1/7' ` i 7 'r-- 2.13" - 1Composite AAlomiramSig >L i o oo^ 2 N Z u L I p 5.75' ! W» t n o6 t S)DELRE SPACER w w 311NSWING THRESHOLD Ouiswing o a Inswing Basic Foced 5 314" Sill ' 7 Ix C, J _ 15 OUTSn THRESHOLD Composite / Aiuminum SN Thwmol Break) ao a. 611116 L I 1 I o L scLF, N.T.S, 79" -- --1.92 on. BY: JKi-- 2,Ob" I INSWING SIDELITE INSWING THRESHOLD Qo SWEEP SWEEP o SWEEP 77 Adapter CHK. Y. LFS 37 ; 8 9 )0 o Moderate Climate TNeshold DRAG No.: Inswing Bask Fbced 7-1 /7' Sill fL-2046).)5 stcn 15 or 16 Florida Building Code Online C1 q Page I of-3 BCIS Home ! Lug In User Registration Hot Topics Submit Surctiar(le Stats & Facts Publications FBC Staff i 6CIS Site Map Links Search l 'da Product Approvaldbpr0USER: Public User pLQdUa 6Mr%aLtICna > aQdULLQLApQh#LJQsearch > 6=1XALPon _Ljg > Application Detail FL # FLI999-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ITW Building Components Group Inc. 13825 West Business Center Dr Unit A Lake Forest, IL 60045 847) 918-6473 Ext 4750 slewis@alpineitw. com Stuart Lewis siewis@aipineitw. com Stuart Lewis 1950 Marley Drive Haines City, FL 33844 siewis@alpeng. com Stuart Lewis 1950 Marley Drive Haines City, FL 33844 slewisCo) alpeng.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC Benchmark Holdings, L.L.C. 12/ 31/2022 William M. Ranieri, PE Validation Checklist - Handcopy Received EL1999 R6 COI CERTIFICATION OF TNnFPEI[DE,IQE _Wjjrj m RanielL. pdf 51ADAffEd TPI I X9 — ar 2014 Iittps:// www. tl oridabLI1 Id i rig. org/pr/pr_app_d t 1, aspOparai n = wG E'VXQ %vtl)qvKboNOe IV Msq i gi\403 All M... 1/23/2018 Florida Building Code Online Page 2 of' 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option C 09/07/2017 09/19/2017 09/21/2017 FL # ( Model, Number or Name I Description ( 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLI 29 R6 II Instpllatiaa> Instructions.ndf 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 EL1299 R6 AL E59-1119-Of 11999.2 ( ITW BCG/Alpine Hinge Plate I Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Ins allation IU rue ions odf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PC 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 GAS RSC_ 1118Ddf 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes ELx99 R6 itlCiAti a ion Instructigns.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 1999. 4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes i f Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PC 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 9 Rk A9-X§B-=L2Stf Back next Contact Us :: &01 f#talr SWC fftoad Tillillehfssee Ft. 32399 Phone > ,'Q_2,dj-t824 The State of Florida is an AA/EEO employer. CopyriahtL,zQo7.241.j Ott Iill of Florida.:: Q[Wacv StallemenS :: &4CIslDtlity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-rnaii address released in response to a public -records request, do nut send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hgrree_. Product Ap(pro val Accepts: 11 eCheck lVMsgigM03A13zN... l l23/2018 littps://www.floi-idabuildiiig.org/pr/pr_app_dtl.aspx?paralm==wCrE;VXQwtDgvKboNf)e Florida Building Code Online Page 3 of 3 Credit Card Safe littps:llww v.fioi-idabuildiilg.org/pr/pr—app_dtl.zispx'?paraiii=wGl--IVXQwtf)qvKboNOeIVMsqigMO3AB7,N... 1/2' )/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 I standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI I 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 I 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. I W11lld I)UIIcI11% \_.VIA C, villllllG a -&- r v. — BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats s Facts ! Publications ? FBC Staff KIS Site Map [inks Search t' ' it x1 pr4Product Approval USER: Public User PrQdyr,( ADDr9 al Mend I ProQoS t or..ADplication ea_jkppij.cation List > Application Detail FL Jt FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/ Phone/Email 4710 28th Street N St, Petersburg, Fl_ 33714 727) 458-0544 benrneng8@yahoo. corn 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. 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 f L12;9_R4 COI [ndeppdf st nou(j ASTM D1761-88 Florida Licensed Professional Engineer or Architect 17Ll. 1239_ R4 _Eg-uiv__Eguiy_hd( Method 1 Option D Year 2000 I) ttpS://wwW.11oridabLIllding.ot-g/pr/pr_al)p dtl aspx?paraltl w(iEVXQwtDgtil)1:.IL-'rtOSCei... 3/1/2018 Florida Building Code Online Page 2 of Z Date Submitted 08/09/2017 Date Validated 08/16/2017 Date Pending FBC Approval 0812012017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FFL1 2;;i R4 II Dwgpdf Approved for use outside HVHZ: Yes Verified By: Frank l.. Ben nardo, 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 F_L-14239 R4 AE Evalpdf 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 Next n act lls c 2601 BIa7 SSpne Road Tellahas4 F_L 2 ph.._8$0-487-I8,4 The State of Florida is an AA/EEO employer. gobvripht 2007- `545..of Flprida- En acv Statement : ACcessj i2,!gy nI :: Refund StaSgm n Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1345. *Pursuant to Section 455.275(t), 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 ypu are a licensee under Chapter 455, F-S., please click here . Product Approval Accepts: M Ica n Credit Card Safe littps://www.1lot-id lbLiiIdiiig.oi-g/pr/pi-__app_dtLasl)x?paramwC;I1VXQwtDqul)l'..11l'I-tdSCei... 3l1/2018 1/23/2018 Florida Building Code Online 8CIS Home Log In use, Registration Hot Topics Submit Surcharge Stars & Fact, P.1blic.1-ons FBC Staff BCIS Site Map Links Search Product ApprovaldbrUSMPublicUser Lkltir;U > > Application List Search Criteria 9gf(nt5&Ar.,ch 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 7 e-ar,cn Kt:5UM5 "Jj_ Ma "Ulq F L#--'--]IYJM Validated By RA L!332- Revis Ion MI windows and Doors Steven M. Urich, Approved R4 FL#: FL15332,4 PE Hisyr Model: SERIES 420 ALUMINUM SGD REINFORCED (717) 317-8454 Description: SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX ii 96"x96" Category: Exterior Doors Subcategory: Sliding Exterior Door Assemblies L y DBPR. Approvals by DSPR shay be reviewed and ratified by the POC and/or the Commission if necessary. cof)tila us :: hallile EL 32399 rf' The State of Florida is an AA/EEO employer. QUrdlibi 202-2013 Stafte or F1413110, :: AWAIWILY-51AWID= :: fthlAA.LAttSL0.QL 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 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It 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 b.=. Product Approval Accepts: OR Mal Credit Card Safe https://www.noridabuilding.org/pr/pr_app_ist.aspx 1/1 0 NVA.LLAIIIONREWOSEIT I 08/03/Tl CTEs: 0 VANUFACTURED TO COMPLY MTHTHEnpCDUCtSHOWNHERENISDESIGNEDAIN RECUfREIAE,NTS 07 -;H7 FLOR 13A SUI ILIDINC, CODE. 2. N00^ vASOt:Ry opEN`NC TO BE DESIGNEDANC AiCHC 70-ROPERLY SFER ALL LOADS To S(RUCURZ, RAMINC AND MASONRY OPENING S THEZA,Nr qESPONS! Sil-,y OF THE A-RCHir-IC- CENGINEER OF RECORD. t x z.ucv ov-R MASoNRY/Cc'.,CRE—, S OPTONA-,. WHERE ',X SUCK IS NOT JSEI, l'l, jS!KjjLAR MATERIALS V-',:ST SEPARA-El, WITH Ap7pCvZD COATING OR MEWISRAJNE. 3,,LF - ' CAn'RESPONSIBILITY -- -CT CoN or - 4G OR MEMBRANE IS THE OF T,- ARC 417E OR ENGINEER0' RECORD. INCREASE OF 1/3 WA-; 4 LSE3 ' DESICNI0; THE PRODUCT Ll-NO', E 4 S- MESS Cl:=, 6 USED FOR 4000 ANCHOR SHOWN HEREIN. WIND LOAD DURATION FACTOR INAS CAILCULATiONS. FRAME mATERAIL EI7RUr EO ALUMINUM 60C:-795. 6. UNITS MUST BE GI_k?'-ED PER ASMV E1300-04 WITI4. SAFETY GLASS- 7. APPROVED IMPACT PROTECTIVE SYSTEM ZQUIRf_-, FOR THIS PRODUCT IN WIND BORNE DE13R!S REGIONS. a. SHIV AS REQUIRED A7 EACH INSTALLATION ANCHOR WITH LOAD EEAP ING SHIM. SHIM WHERE SpAZE or- or? GREATER cccitpS. MAXiMIJM ALLOWABLE SHIM STACK BE 1 RS G. :)OCR ASSEMBLIES :,,STALLFD WHERE 01.1 HANG RATIO I EOUAL OR GREATER THAN 1.0 00 R--OU[Rc I,,NFjI,lRAnCN RESSIANICE, LE H/ 0 ` E i AN 0 HEIGHT WCOD 2 'NOCO ' F W.7 ANCORING FRAOkN', OR 4X BUCK, SCp-WS FQ: RAT' A KE,--- A 13 /5 Nc 77, ANCIOR AS SH'CON' N. EIt:,(AT:ONS A,%D D-, 4,INO;'ORiNIqTG VASONRy/--ONCR7t - 3/"67 AP ONW7-q SUFISENT Li. NGTH TOACH41E E A 1 i/4' EM5EGMENT INTO SvoS 7FA7iE W-,li 2 1/2" MI-Mmum F 7"CE O.S77ANCE. LOCATE ANCHORS /IS SHOWN IN --L-: VAT!CNS kNO INSTALLATION [)r-TAI'--,, 12. FOR ANCHORING :,,,ro METAL STRUCTURE USE #10 SMS OR SELF MILLING SCREWS 'WITH SUFMtENT LSNG-,H TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13_ ALL FASTENERS TO BE CORROSION RESISTANT. q. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFAC7IjRER*S IN5TALtATION LtiSIMJCTIONS AND ANCHORS SHA.I NOT BE USED IN SUBSTRATES WITH S REN HS LESS -,IAN THE MIMYUP STRENGTH SPEC!C,Z) SEIOW: AWOOD Ni NiM.U!j GRA.17Y OF G=0-42 ON - I.j%ly,q ,jpRCSVvE 57RENGTH OF 3, IS2 -S'. CREE Co% R TYPE I (OR GREtTER\, r VAcONp., -- STRENGTH CONF' UW-ANCE TO ASM C-RO. 4C N. 7 PETAL SM-p.,- 7 _L L 15CA, 33i<,Sj OR AFUMMV, 5063-,5 ,/8' THICK MINIMUM. M -; S_ ONF:CQRA70NS: OX. XO, XX, X', PX- XIF, PiX L SIGNED: 1012312015 Mi WINDOWS AND DOORS LLC Fl o 190C LAKESIDE PARKWAY NN FLOWER MOUND, TX 75028 Z.- TABLE OF CONTENTS SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" I = 4TTeXFYE NOTES OF S, =FE7 No. DESCRIPTION j.NOTES owc No, V ZcI 2 3i ELEVATIONS 08- 02249 9 - i 1 4 10 i INSTALLATION DETAfLS tszKz NTS _JpCL71 OF 10 E" vIlIx FR ME VfD? l y r- (7 i kNCHOR3 PER LCCA701', CR ti Mac-: or 0CA710:wS IPEG'U! REOALX O.C. i i 7" M,,AX ttyi FRAME I 6 7A I SERIFS 420 SGD REINFORCED W,IM40UT ADAPTER EXTERIOR VIEW OEStC-'N PRcSSVRERAT+t70 I.NPACTRAitN6 S 4 s35.0PSr NONE SEE CNAiPTS 91 AtJO aZ FOR OTHER UN17S RATINGS oEMCN3 reancn O.re 7 .aaeavc AXCV FI.Ah'CE A44D CN ;NS4ALI,i.,C 2cI 3 45lAL:F'76N .iW"S ! CB!ux!'S ! R:. CHARTsI WHERE WATER 1NFILTn4P0N RESISTANCE tS RECULRED. SEE NO, c 9 SHEET I Design pressure chart (pst) szsTa F. s.mavr+o;: ir} Fra: re^a'Pza¢f 30. 0 36.0 42.0 49.0 HQkgt, t 60. 00 72.00 4.00 96.02 fa, PCs PCs Meg Paz PosNg 84S 40. 59.4 1 40.0 50.4 40.0 45.7 88. 0 40. 2 40.0 40.0 40,0 0 M40.O42,0 92. 0 40. 524 45A 40.4 40.6 40. 0 49.8 47.0 43.i 364 38A CHART 92 WHERE WATER INFIt TRA TTON REStS7ANCE IS 1'07 REQUIRED. SEE 140 %c 9 SHEET £ Design pressure chart (ps9 70W fr*3V Woth f li) Frame Fvgnt 30. 0 38.0 420 48.0 60. 00 72.00 84.00 96.00 Pas Meg Pos Neg Pos Neg Pos Neg 84. 0 55.4 58.4 50.9 50.8 47 45.T 47-0 42.0 88. 0 2 2 48.0 42-'s 49.0 43.0 39.4 39,4 92. 0 524 52.4 d5,4 45.4 40:5 40.5 37.1 37.1 86. 0 44.9 C9.9 43.1 43.1 j 39.4 38.4 35.0 35.0 CHAn" TX3 Number of sinmOr/OcAfiCnS;required Frame Hecht P2na7d T fame Yv3 tnj 30. 0 36.0 1 42.0 48.0 00. 0 720 84.0 96.0 HIS Jamb HIS Jamb HIS Jamb HIS Jamb 6 5 6 6 8 3 6 6 5 6 6 6 6 6 MW465666666 5 6 6 6 5 6 MI WINDOWS AND DOORS LLC t900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 M REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION SIGNED: 10123120' 5 rAnam; ac w rav i•c tS : C D 3lFS? C: V. L. 08-5 49 8 f A/ lA(iNL iAF,'-` it\ N, T 5 y.TE ?0/30/13 2 OF to 1 f vGI4Ci5"ANi;F T 1 3/8' MIN. MA`AiNG FMB='idGNT CR 2X BUCK t'1' t 1`4 MAX. µIC Y1C Cf SCREW SHAM sIC N+ oll 3CnCN ERAS ,: 3G CJ2X ? HERS ExTFRIOR 11 11 1 i 1 INTERIOR SLL TO BE SET IN A BED OF APPRaVED SEALANT 1JIN NT toriE 1J uiZly'L VERTICAL CROSS SECTION WOW FRAMING OR 2X SUCK WSTAL.AT.'CN NCTES' W—, -PCR AN27 JCTER;? ;•TN SrteS, BY OTT{?FS, tiCT SH.OV N FCR CLARITY. 2 PER1,VETER AND JOINT SEALANT SY OTHERS TC BE CES1GHEO W ACCClqCAN C$ WM4A5'V E2112 R: YUIOaS CAIPI:, H i Qai[ :.vF•!r.^.v; k= 11,'0 rLANaGE 4NO FIN R.L. RE' ZSEC NVALLAP.G" 1 Dc I't.5 4 nn/03; ' 5 `:. R.L. 3/ 8" M N. --err---— 1 /4' MAX, EMBEDMENT { SHIV SPACE 1 INTF_ RIOR EDGE DIST N, }} vE E. fir, ........ t 1 i i 0 'WOOD Sc WOO' FR a i NG ' JAMB INSTALLATION DjTAIL OR 2X 3 JCK WOC(? FRAMING OR 2X SUCK 7NST ALL7, lCNEY OTHERS 4 _ t SIGNED: 10,123,20 i 5 V11 W19 0 S LIC LAKESIDE PARKNA FLOWER MOUN6, TX 75025 XGEtrae"';F i c• I — SERIES420SCDRECNFORCEDVTHCUTADAPTER9E" x 95' FRAME INSTALLATION DETAILS y gip' p= G3'. 4 08702 49 c kAL,E ti NTS 0/30/13 4 OF '. VAS)NRY oi—RS N IT TA z C MASC'4 RY/ 2 1/2- WN. EC)G-- DISTANCE 1 1 4 MiN. EMBE VENT 1 /4- KW. SHu SPACE 3/16'* TArCCN EXTEIiPa INTERIOR St:TC; BE SET iN sco OF t t APPROVED SEALANT C"sv's ADDED Ft,aNCE AND FIN INSTALLAMN R-LV.SE:C NSTALL—AICN Ci7 AJLS 1 1 /4* MIN. EMBEDMENTENT 7 1/4' MAX, SHIM SPACE 2 1/2- j EDGE DtsTkN,CE E/MASON R' zI BY OTHERS 0:171ONA,, 1X BUCK C 5E PROPERLY SECURE: SE-1 NOTE 3 SHEET ' INTERIOR EXTERIOR JAIVIB INSTALLATION DETAIL 1. bUrSP. 1017 AND EXTERICR rINISHES, E y 07HEPS, EVBEDV.ENT NOT SHOWN FOR ( XAPfry PEPIMETEP AND JOINT SEALANT.3Y CThEAS TO SE DESiGNED W ACCORDANCE W?7?4 A5-,A1 E21 f2 2 1/2- MIN. LA SIGNED: 10/2312016 EDGE DSTANCE Eq-,ICAL CROSS SECTION MV WINDOWS AND DOORS LLC ON -P!-:T&MA SON;; Y YVS 7A LLA Ty ON 1900 LAKESIDE PARKWA'' N FLOWER MOUND, TX 75028 P SERIES 429 SGD REINFORCED WITHOUT ADAPTER 96- x 96" FRAME INSTALLATION DETAil C8-0=4! T,-ONAL NTS "' Fr' 10/30/13 10 Florida Building Code Online Page I of 3 ta • + jS J •.'. e. . iY>x.t:itsha4dm'k N.t c4S 8`i'd i4 bA1 Y'ki"w'a'9:E»s,u eCIS Home I log In I User RegtStration I Hot TOPICS I Submit Surcharge i Stars & Facts 1 PubiKatians I FBC Start i eClS Site Map I Unks I Search tf1CYi aProduct Approvald ro,_USflt: Public User aR; CrR3kClGt RSgXdI Menu > YigatKi Rr AP2t.Ubon Search > AoLt atisn.LM > Application Detail FL # FL15080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L I Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501)570-9213 DMCMAHAN@ W IN DSORDOOR.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 W Evaluation Rcport - Hardcopy Received Florida Engineer or Architect Name who developed )OHN SCATES the Evaluation Report Florida License PF-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 08/26/2018 Validated By Kurt Dietrich PE 0 Validation Checklist - Hardcopy Received Certificate of Independence ELL,`Ig$9_ ILi_(-ol...,(OIt of__ Ind c:+iep c,p{j1 Referenced Standard and Year (of Standard) Standard Y.-at ANSI/DASMA115 2005 DASMA108 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littps:llwww.floridabLlilding.org/pr/pr _app_dtl.aspx?param=wGFVXQwtF)quS73Fr2ZviPt... 1/27/20I8 Florida Building Code 0111ilic Pagc 2 of") Date Submitted 04/24/2015 Date validated 04/27/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Date Revised 11/28/2017 Summary --of Products FL # I Model, Number or Name Description 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 00 THE DRAWINGS 15080.2 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 15080.3 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: 4-27,0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.4 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -+ 31.2/-35.8 other: +31 . 2/-35.8 LISTED 15 FOR THE 9- 0- X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.5 RESIDENTIAL, PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -f-42.6/-48.9 Other: +42.6/-48.9 I-ISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080,6 JRESIDENTIAL 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 Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes- MODELS 724, 426, 735, 750, 755 Installation instructions Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions Verified By: JQHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 7S0, 755 Installation instructions EL15N L- 0A.LWW-5,1-0j Verified By: JOHN E. SCATES, PE FL 517:37 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions F1,15-00-Q-KI-It r4j.1,,Qw, Verified By: JOHN E. SCALES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 75S Installation instructions Verified By: JOHN E. SCATES, VIE FL 51737 Created by Independent Third Party: Yes Evaluation Reports R:Qr RP51",a ilRp'k, Created by Independent Third Party: Yes 1/27/2018 Florida Building Code Online Page 3 43 15080.7 PRESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 1-25.5/-28.5 Other: *25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 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. MODELS 724, 426, 735, 750, 755 Installation Instructions F!i.1 2_R.LS1_22 Qf, t_ =.r yF dam t A,tach_ s,1 r1[ Verified By: )OHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL1508p rt,_1 AE EvilIi91Lt2fS.-fi's?r?._C_5<1zSlf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 7S5 Installation Instructions f..tQ89.-?_!! 2JA5tZ5t.:14 5?kail.•Rstt F61?Q....Q SL 929St.t4YL 3 Pdf Verified By: IOHN E. SCATES, PE FL S1737 Created by Independent Third Party: Yes Evaluation Reports EL 50Q__BL&F._.ky RsUQtS..R P3n _rla ,pOf Created by Independent Third Party: Yes ttack Next Contact US :: ZS.¢.1,! iC, WhS.Es89 G7.UsInB.gS-=- F1'32i F1iQUC U,59c487it82a The Stale of Florida is an AA/EEO employer. Copyriglit 2N7-20I3_2Ajc_WJUQL":: i'11y1GY. :: %Y SI r i :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. "Pursuant to Section 4S5.275(t), Florida Statutes, effective October 1, 2012, ncensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b.CLC. product Approval Accepts: WWRERfiPrii CfWit Gard safe littps://www.floridabuIIding.org/pr/pr app_dtl.aspx?param=wGEVXQwtl)gLIS73Fr2ZyiFit... 1/27/2018 OPFA NG HEIDIfi NOT : vzT? CUOR HU011) IZONTALORIZONTAL TRACK. 2' GAG HOR 16 GAGE OR 13 GAGE RASED ON THE WEIGHT Of THE DOOR. uSE EXTRA 1/4" X 3/4 1- 1 RRMC£ SOLT & NUTNExHEADSELF pPo:.LING SCREW 3/4" X 1-1/2" X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE us S41 4' SCRE/WS. 13 GAGE GALV. STEEL TRACK SPUCE T2 DR MG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. DETAIL D 2" GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS NTH 1/4"-20 X 5/8" TRACK Bars. 18GA. (9 X 7). 16GA_ (9 X Ei)' 63• (8 X 6) 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL D) 2" ROLLER WITH 7/16' Du. STEA1. TRE: NYLON OR 7 BALL STEEL. (9 X 7). 2- DUJR WITH 7TIRE77SALLLSTEELIDikTEXi. 9 X S)S OPTIONAL LOCK' NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR JORALOCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH OMNSION 3' 20GASPRINGS). ( SEE DETAIL A) CALY. STEEL END HINGE COMMERCIAL ATTACHED WITH 5 FASTENERS. 14 CAGE. (SEE DETAIL C). CAI,YAjq=D STEEL STRUT. LONG HDt HIMH 1SELFX 3/4' NC SCREWS 3" I 91 7' OR8 O ± TONAL LONGPANELEM30SSES 9' SINGLE CAR) CENTER STILES AND ] INGE" IR VENTS (1 COLUMN t60 50. ID# m. oarN 1 ji DRILU 2 BRACKETS EACH SIDE) (2 PER VERTICAL STILE) I `ISE ONE C.t'TRASELF 3T— i iITHISSTRUTONHINGE11111U NC SCREW ?HROUCii i 1 COMMERCIAL ( 9 X 7) LEAF. 5EE DETAIL C TOP LEAF Of HINGE, END STILE & RAIL. / 1 1J2' POLY3iTrNNOTHER STRUTS TO MSEC.- i "I 42' (9 X 7) WWLATRkf STANDOF 'OP &BOTTOM SECTIONS. 2.75" , i{ 37' {19 X 8) (3 BRACKETS EACH SIDE) FOR MODEL 735 DETAIL A 2C GAGE END STILES f t COMMERCIAL (9 X 8) / 1 , 3" 20GA WIDE STRUT ' / 1 1- 3/6" POLYSTYRENE INSULATION C' j OPTIONAL FOR MOD. 724. 730 jj750, 755, 426. 20 GAGE END STILES - FASTENEO WITH O _ t L_g ?a PNdEi. USE EN0 CAP 21' OR 24' 11 OVER ENO SfRES ON 9 X 6. HIGH PANEL SEE. DETAIL C. GALV. AND . 1 STOP MOULDING KVLEa EVERT 12" PREPAGE A fh._G '>'r;. Nay,. MIN.-----"'r 2S GAGE AL3 GAGE GALv. ST.,. BO7TOM 6RACKET E% CEPT 24 TTACHED WTH 2 FASTENERSMODEL 750,771 0TTOMSCREW CAN BE ABOVE OR 20 CAGE ELOW ROLLER. ENDCA? USED L. li. 9% 8 DOOR CN L7-------"-, i LAC SCREW DC.., -AIL ry ; 9 X 7 SECTION B—B 2D GA:."e GALV. STEEL CENTER STILE NOTE: GLAZING DOES NOT SATISFY IMPACT TOG- L-LOC OR POP RThT£0 TO PANE_ DEBRIS REQUIREMENTS IN FBC 19 C{ 18 CAGE GALV. S?EEL CENTER HtNCE RESIDENTIAL SECTION A -A I ` Th", A. COMMERCIAL GA-'V. STEEL TRACK BRACKETS. SEE A81/2 FASTENED WITH (4) 1/4' X 3/4 FORSPACING. FASTEN "0 WOOD JAMRS WIH 5/16" X 1-1/2" HEX HEAD SHEET METAL SCREWS. i FAGSCREn'S. PREPARATION OF J1i.MBS BY OTHERS. f .J. 80t Hsu 1 S i 1A/ i"aa+.a/1'fOR DOOR ST, TAU" i DOOR 5.Z 'T GESIGN PRESSURE TEST ?REa'-'RE pOs.:1''E NEC-T' T Aa`1'+2 >.iG7: i NO7T,: A ^NONO-X S%a'AHEX BOLTS &SNUTS OR TO BE j 1 4 X 3/4' G HEX HEAD SHEf META! SCREWS. _/J I 0"I+22.9 —2E.4 +34.4-39.6 / " S!'±AJ, MODELS: cfxs ; 4s i i 724, 426, 730, 735,750, 755 a- 19.2 —22.2 +28.8-33.31 Digitally signed by John E. Scates, P.E. i P-RI NAME: Date: 201 S.04.1415:19:23-0500' t No. 51T37 i i i wINOLOAD RES;DENI) AL PAN SOCR 3W+ n a tm *' * cc 70LEP.ANCE W1 B 3121 FAkRCATE tA7. 1-<i S7ATE . w g 12/15/11 RL6 k- Yc 5Ti30 -t 27203 0'' 1'%'A 2866 3/10/08 RL6 'C.= af6i N:x' S.£t Et DATE: i >b1Jv. No t FIPR19, p I A15 P9-- 4s'ssoa. i '` 2saa 11/1/07 RLB ANC- t ,• 11 1 e_-? 39—B-079 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMON STWI'EU TO wiTHSiAND THE PRESSURES/f 1O DRN. BY LISTED IN THE TABLE ABOVE vA TESTING TO ANSI/DASMA 108-05, Mo4..w4 E'o- i; stal /f){)i{1 } DETER, M;WTION OF SUiTABILTTY FOR SPECIFIC STIES IS THE RESPONSIBILITY OF OTHERS. p?mla.e w+ir to r4tlFcatiya °T( REV. E.C.N. DATE: APPROV. NO HH vIMIxC sonrlrxiian4.toR4. s STEF!- TRACK Y 10/0 LAII; SCREWS 2' GALV. S'EEL RT;CAL TRACK 1 bGA . HALTRAX BRA:rE7S w-", x 5jB' TRACK BOLTS OPENING N f4 OocR 3/4- X 1-1/2- X 13 CAGE MIN, I/.- x 1/2- '0-c CALV. STEEL HOJRSZCNTA: ANGLE. USE C(7RA CAIMACE BOLT & NUT 1/4- X 3/4' HEX HZ.0 SELF DRILUhG SO" usE 12 LEVA4- X 3ErlSH' LALv, STEEL HORIZONTAL K 16 CAGE OR 13 CA,^,EEDONTHEWEIGH! HTAII D 0.3- (IS X 7) 74- 115 X 8) 16 WE GA -IV. STEEL TOP BRACKET WITH 14 CAGE ROLLOZ HOLDER SEE DETAIL D. STRUT JUST BELOW TOP BRACKET, 5 STRUTS Lls,r '2, --PV7 3' 2OGA WIDE X OP-JOSS 3' 1SCA WIDE -":- - A CLASS AI LIGHTSSSEE DETAII A). r- 2' ROLLER WITH 7/ 1 S- CIA. STEM. TIRE; XSIEL 6 , 7BALL SHORT STEM 16 X B 10 BALL LONG STEM OPTIONAL LOCK STRUT ON UPPER PART OF SECTION OVER HINGE LEAF. (SEE DETAIL S). Gklv ST1114 I IACE) COMMERCIAL HINGE A ; A-^HED WTH 5 FASTENERS. GALVANIZED STEEL 42- (16 X 7'STRUTATTACHED j W;-)H , / 4' X 3/4- 50- (16 x 8) LONG HEX HEAD sar DRILLING SCREW 2 PER VERTICAL VILE) 21: (]S X 7 h AA w,^ S EA:H SIDE 20 CAGE END, STILES - FASTENED WITH TOD-L-LOCS TO PANEL USE END CAP MR END STILES. ( SEE DE-AiL C) STOP WOULDR4C NAILED EVERY S' 6-D TYPE NAIL WIN. - 1 SECTION i 00A COMWERCiA. CALV, STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. rAS- r_N, 70 wooCmes *rH 5/16' x 1-1/2 LAG SCREWS PREPARATION OF JAMBS BY OTHERS, A.S.F. SABLE look SIZE I DESCPRESSURE TES PRESSURE I ' POLYSTYRENE S7ANARC FOR MODEL 735- 21' OR 24" HIGH PANEL GALV. AND PREPAJNTED S7-L0. 25 GAGE ALL MODELS IEXCEFT 24 CAGE MODEL 75D, 755 STRUT ON UPPER PART OF SECTION OVER HNIC& LEAF. ( SEE DETAIL 8). 1-3/8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730. 750, 755, 426. T ON 80170M BRACKET 61 ti4E GALV.STEEL C'. a, q ATTACHED WM4 2 LAG V7 SCREW5/15- X 1- 1/2 Ew FASTENERS. 50TTOM E SECTIONA —A 0ScRRBfL0cWANR0aELLAR'C" 20 CAGE GALV. STEEL I AttE TOG-L-LOC OR POP Rfv!ETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RMDENMAL FASTENED WITH (4) 1/ 4' X 3/4- HEX HEAD Sh-",7 METAL SCREWS. SIK 'f9A'Id NOTE ALL NON -DESCRIPTIVE i-AST0,IE]RS SHOWN TO OF HEX BOLTS & NUTS OR i 6'-c' 17'-C"1+ 18.7 20.B 28 ' 31 2 11 4:-20 X ?/8 1- 4 X 3/4 LONG HEX HEAD ShUl METAL SCREWS. 7 I -2D.B RS S,10WI; ON TI-IS DRAWINC, KAYE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES TUD N TEE 7A6- f A36.-- VA TESTING TO ANSI/OASVA 'OB-05. OF SurABiu'7Y FOR SPE TX SITES IS THE RE PONS?SPJT'f OF OTHrRs. f t4o. 51737 mm OF 0 1--, 9104AI, 1 I I imfmii X I S' AIR VENTS 0 7 "AL 4 RZO-D. (120 CH M-N. TOTALSO. OPEN AREA). OPTIONAL USEONE EXTRA Mf OPLUNG SCREW THROUGH OP LEAF OF ONCE, ENO STILE & RAIL. Tf? CAI- FDR EACH 20 CAGE END STILES" 2C END CAP, 2. 76" DETAIL A Q% A 1 L Q 0 0 3: 2GGAWIDE STRUT (16 X 7) 3 I8GA WIDE SIRVI 116 X 8) bI O DETAIL 9 NOTE: DOOR WV B W)TF Er'HER' 71,CTRIC OR A LOCK MUST ENAGEBOTH TRACKS ON COOKE(7EN51ON X SPIRN*S). NOTE: GLAZING DOES NOT SAT71SF* DEBRIS REQUIREMENTS IN FS P. 0, sox e915 ITT POCK, AIR WMSOR DOOR 72219-8915 w 1 501) 562-672MODELS: 724, 426, 730, 735, 750, 755 12/15/1 11 RLB 2566 3/10/081 RLB I FRAC,t 1/64 2848 11/1/07 RLS E.C.N. DATE: APPROV, SCALENONE WINDLOAD RE5jDENT:AL PAN GOOF Vi 1 8 DATE : 1 C",A& NO, 10 7 99 -- 8 -- 079 DRNI' ey .IT 2 0 i 3 C,l S,>EL S? E OR FLABRACKET, FA i =' WODD JAMB Wfn $ tiF X -i/2" 2 1GA V STEEL Vt CA ,RACK 5CA Tr' A.K .a.C%ETS 1 / 4= O X 5/ 8 ?JCK BOLTS OPENING H D1G NOT OVER Di OR HEGH T) I3/ 4. X 1-1/2' f3) •/; t,Meewcx a5lu X 13 SAGE MIN, 1i 1 GALV. S7r- u HOftRONTAL ANGLE. 1/ 4' X 3/4' SNCET MGTAL rqr, SCREWS i/4' X 3/4' $ HCK HIM SELF 2' GALV. STEEL HORIZONTAL DRLMNG $ LRCM TRACK 16 GAGE OR 13 GAGE DETAIL D BASM ON THE WEX.+T OF THE DOOR. 63" ( 18 X 7) 74" 118 X 8, 1" SU DETAR 'E' 1 2. 75' —{ D7A! I A 42 18 X 7) 3' 18Gn WIDE STRUT 50' l18X8 24 ( 18 X 7 2' (15 X 8, 4 8RACKLZ EACH S,OE D DACE ENO 57ILES - FASTENED wITH 20CA'TO PANEL USE END CAP R END S71LES. ( SEE DETAIL C) Fi' r f{ f STOP ucLLOLNC TAILED £'11FRT 9' 5-0 TYPE w L MIN. — CURL IS TUCK SEE OCA4. 0. STRUT JUST BELOW TOP BRACKET. HURRICANE ROLLER WITH 8 7/16' DV, LONG SiLM. TIRE-. STEEL 16 flats OPTIONAL LOCK A:TLR, lATi JA3 \ CLASS 8 cussS LXHT c1+Tsumj 4 Jt i l f ft.rwxwr: w+ei.rw.rarapr>.. mmj! t i EFfI IH IIttiIB STRUT ON UPPER PART OF i—18'( DOJBLE CAR) '! SECTION OVER r,WGE SEE DETAIL 3), u-aa, Nq- DNG FAN- GALV. STEEL ( 14 GAGE) COMMERCIAL END H IA= ATTACHED t zm30s' ES 1 WITH 6 FASTENERS. SEE DETAIL 8 4' TER STILTS ( 7 iOL.'J+nM1S) T.aLR HIN9rS (3 0 imNs) AIR 1tENTS 1/2" ' OLY5 YR£NE INSUJ+iION S'• ANDA[? D FORCT#}4 TR 1' OK LaYR PART OF ABShE MODEL 735. HINC,t CA.WANIZ O STEEL STRUT ATTACHED 2 NTH i/4- X 3/4' L N . EX HEAD i SE F DPoLLING SCREW 2 PER VEP'?CAL STILE) 1-3/ 8' POLYSTYRENE 21' OR 24' SNSUL4TION OPTIONAL HIGH PANEL OR MOD. 724, 730. 750, 755, 426. P"'..m STEP- 25 CAGE ALL STRUT iN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755. 13 GAGE GALV. STEEL SO—,,01M BRACKET ATACHED WITH 3 FASTS? S BOTTOM 16 OF {{ 41REQ' 0. 120 SO. 1? 51 WN, TO ) I OPEN AREA), OPTIONAL. 20 GAGE END 5 E. 16 CIAZE uSE wWs THROUGH SELF DRi^,LINGSCREWS ROUCH HINGELEAF. END STILEy RA3l t5 SH0'NN, 3 1 T"PICAL CA= H END H; GF I 0. I'?F O DE7A€ LB SCREW CAN BE ABOVE L'H 11 i/ 2 OR BELOW ROLLER. Sri-..,.01% 9- 9 1 SECTION A —A NGTE: GLAZ iNG ODES N07 SATIN IMPACT 20 GAGE GALV, STET CENTER 5-IL'DE9R15 RE011!(L'cu E;75 IN F3C WIV-"W 1PACA £ RAPKI 5. SEE A IOC-L-HOC OR POP REED 70 PANEL F $. .l,. FAS+ CN TO WOOD At rvl" 6 X rR' i A SC':f a WASIVS. PRiPARAPAN DF .KW" BY 0 ;x. 18 GAG£ GA_V, STEEL CENTER HINGE RES7D£NTNL DE'.Afi T'. FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEEJ METAL SCREWS 8' ti07E: DOOR MUST BE NSTALIED RAILS WITH EITHER AN ELECTRIC P'RATOR R A _OCK ( MJST ENCACE ?t17TH AOX5 ON = OORS ' KITH EXTENSION SPRINGS). I s r. IABLE L .? 9S' [fS ti PRiSS R: TLST PRESSI,RE wD H vEL1+. j Pw P. NEGAIlK P iT .'' H.+E'X 28. 11-31, 2 NOTE. ALL NON-DESCRiPTNE FASTENERS SHOWN TO BE 8 , --" l+18. 7 -20.8 +28, 1-NUTS OR 31, 2j 1/ 4' X03/ 4 /Lai i HEX HJO6- HEX BOJ:,SbSHEETMETASCPEwS Aw J3# 3 i 5AT37G 3127 FA?GA7£ ffei. ; STKMOF a pry DOORS SHOWN ON THIS ORawwC HAVE BEEN DEMONSTRATED TO WAHS7AND THE PRESSURES TX -PE 5573 :''2203 Ii%lL'' +t LISTED 1N THETABLEADWEMATESTINGTOAIISI/DASMA 108-07. / $ \ Y' 1 GETERMlNATION OF SUITABILITY FOR SPECIFIC S1TE5 IS THE RESPONSIBUTT OF OTHERS. Watessclsol "' sw1 lltl i)`\ j Pro pie rentforsaYenostitsaooezoruc$ en Mom. 1 1 i. lll ' WiNWOR DOOR P. O. ©OX 8915 7221 5 K. Arc 7221 i 8y . 5 50' Sfi2-1Y, 72 MODELS: 724, 426, 73C, 735. 750, 755 PART NAME: WINDLOAC RESIOEN T IA- PAN DOOR TOLERANO£ W1 '3 B 3— 2/TS/11 R 8 A 2856 1 I WG, t NEXT LEVEL i l D l /O7 I C 1 G NO C SCALE PLOT SCALE DRN. 6Y 9LJ B-079 NOtaE BH i - ' HI, 3 01 6 2848 i0/07 RL.B i 1 / / REV. E.C. N. DATE: APPROV. 3/., CA -- GAL{. STEEL lllr=1 71I- if X'CA 3 oAGE mIN CikV, STEEL IPA 5PjCE OR 1,Al, SAA CT. TO WCK30 aM8 W(-H 5/;6* - 1-112* rk SCREWS - 1/4. x 1/2. LONG CARRVIGE BOLT a NUT USE EXTRA 1/4* X a4* D( K-0 SELF c scltw USE AL USE2L14' X 3 4* 2- 118Gk GALY STEEL VERTICAL J;CX BOLTED'C TRACK RACKETS WITH 20 X 5/5- -.RArK L7. S. DETAIL D O- d N' 'ln-fT EACH SoE 21 , A.,E END St - FAS:NEo 7-, H - Ocs ic ff 15- LED 12' cPNAFt lAlL W1, 57TC! 20 G43E CHILI STEEL o CAL,' Cl,l, 57Cl- B;,.CAZS, SEE AeCf CENTER STU 5 'AS, - TN To W-100 -- V-, 5/1V It 1-1/2- z SCAPWl' - f'cAAw'O. OF 'wvs BY OTHERS SEQ710N 3- 6 TAB"r CA O$ ITNj 22 q 1-26.4 34.4 39.6 I S'; jRf"ENESIN40.1" FOR, MODEL 7. 13 - 21' PANEL GALV. AND hLp"Tm SiEEI 25 ',A, FOR AlL mOY.'S D(r-,EP7 24 G& MODEL 4& ROLLER W-LLZR SEE M- Ax a. WITH 7/ 16- ov, SHORT STEM won 14 CAGE GALV, STEEL END HINGES ArrACIIED WITH 51 SCREWS TYP. (SEE DETAIL C). THIS STRUll ON vow OF TOP a BOTTOM SECTIONS G"'A"" C' ST`-"' 5"-,T AACHM WPH1/4- X 3/4- LONG HCX WOAD SELF DftLL.G SCREWS 2 PER VERT" STF.E) 3/e- POL"F-1E 1 W LAT' ON OPT"""AL FOR moo, 72'* 73 o' 760 425 & 755. 13 GAGE STEEL 8070m "NAoKLT ATTACHED VfrH 2 FASTENERS SOT - Ou SCREW CAN BE ABOVE 00 BELOW ROLLER. S--CTION A -A No,; AL FASTENERS SHOWN TO BE 2C %5/ B- I'Ex BOLLS 0's OR 4x 3, LONE KD HEAD SHEET IJL71AL SCRE-S. Digitalty signed byt) cnn E. Scates, P.F. Date: 2015,04. 14 191758 -35'00' 51737 il2l TX Al U;:Z00RSIC1,N1 CN IH;S DRAWING YXA BEEN DEMONSTRATED 10 WITHSTAND THE PRESSURES 91727 I-Ej; ;N --- 7ABLEA9.^-'V[ ViA TF5 N-' TO ANSI/N-SMA iO3-05' S!'OC t.*W-s sw O. SjIA9U-, FOR SPMFIC S-ES IS THE RESPONSGILITY 01- OTH09s, W..d4d :; "fw--O= 3 STRUTS - 3 ' ZOQA fAZE JSIEZ DETAIL A) SEE DZ7AL 4* X IB' APR VENTS, UR' S" SO ' OPE. AREA) OMII"L NOTE: DOOR W.IST BE INSTALLED WMI ETTHIER AN ELECTRIC OPERATOR OR A LOCK [UVS7 ENGAGE M-11 TRACKS ON DOORS WITH DaE-SCN SPRINGS). ME ONE EXTRA Sfjf DfOLLI4, SCAM '. 1WOUGN LEAP Or D RAI" NoL END STI-1, ANLS. TYP. PER EACH Elo H110E.— SRM RU. 02 SECTION DZf'A 3* 20CA WILE STRkr. ULS 175 1 1 , 0M GLAZiX^w DOES %'G', SATISF'! NPACT DEBRIS ftE' ,UIREM-NTSINracROCWWINDSORDOORK, 724, 4215, 730, 735, 7E>0, 755 PART N, E: WINDLOAD P--S!"—NTA ? A% DCf; 15/11 RLB W? B 5/cEiT 4 1/ 1/07 RLS NEXT LEV'LL DA7E: DV,1G, 8-07 1 RLS 2j27jG7 9s.-- SCALE LOT SCALE DRI4 Fly DATE JAPPROV. -7-E0tN-" EEE-tl—L0TS 3' I 1 ,0M GLAZiX^w DOES %'G', SATISF'! NPACT DEBRIS ftE' ,UIREM-NTSINracROCWWINDSORDOORK, 724, 4215, 730, 735, 7E>0, 755 PART N, E: WINDLOAD P--S!"—NTA ? A% DCf; 15/11 RLB W? B 5/cEiT 4 1/ 1/07 RLS NEXT LEV'LL DA7E: DV,1G, 8-07 1 RLS 2j27jG7 9s.-- SCALE LOT SCALE DRI4 Fly DATE JAPPROV. -7-E0tN-" EEE-tl—L0TS 3' I sr£1 x /2• LOIN I$%& GALV. STEU. HORIZONTAL TRACK CARRUGC ;LT 8 NUT TOP BRACKET WITH r^1 16 GAGE Or2 1_ GM^.'. USE DCTIA 14GA. ROLLER HOLDER. OFTLI - $Be EL^S ON THE wEC+I HD % D S SEE DEIAR. D. 1. Gin5a ttG+iSS DODR HD HEAD CW p- lX13LUNG Shy STR USE ( 2) Via' Y 3jj y S—! c ctanl 3/4' X 1-112- X 13GAGE MK SHE M AL SCR /^' • '' 7'l! LCh P-E, i ! GAiv. STE'- HOR ZONUL ANGLROLLER WITHE. 3 £VP. rSSES 13 Wz Wlt GALY,. STEEL 'q axi.. T STEM.7/IB } Zia N Vy 1iYA^ x SPtJS CA FLAG. S-CRE7, 1 TSRA 7 AALL STEAL 'r-2. Z5•--1 I ^ i E TASIT1f 10 WOOD, ;AMB MIT. i Is/19• x I-Il2° FLAG screws 3' 5'CCa 0CA IWIDEs' C£ ST. RJT < s cE DETAIL D NOTE-- DOOR UUST BE INSTALLED — VER':.It TRA< x wR LOCK Md muSTALE ENC zLOPERA' SON 1iaA. TRACKSLANK ODORS w N SNSIOI+ i spRPtGS. SNGl ) cF • ti +I' Si AVZ VEM.S i:t N .S h iEME2 IER i i l2 f.0'O. ., 5 6 co, -A) C F£ vA;' V. S''EEL OPTIONAL t=i---- CtiA:AERLW .-23 Ga;E ENC ;AP j lr END Hw9E ATTACHED, MIN 5 CREWS. , 1 r-Z4 GAGE END STUIS i C. i I SAD: LOMMERCW 1(21• P%YSTIRENE sWvf-1 n iX7R M 71'en+I.VAI'& 2£D 9: EEL 57RVT. S ! L lQAOtiS+ l 37-A• ¢ j I \..: O G4 £ _ D STILES - FASTENED .VDU.WO S"cw,- Y;TH D6 ' LOCS O PANEL (2 Pier Y. 7'i.AtSTILE){ / USE END tAp OAR END sTiLEs. 1 UC SEE DC MR C) i 7/B' POLYSTYRENE L.H. j [E1 1L U \\0 f f 1 INSULATIONOPTIONALSTOPMaiLDNGNnriFP : VERY 12" '+} 2i M1OH FOR MOD. 724. 730, 750, LS£ ONE fj(iPA SAf GsiALgNG SCREW i1 755, 42b. THROUCN TOP LEAF Of Ww'E, ENO PANEL. GALV. StiLE. CAPANDRAP- 1 jj jT I PPAANIEV STE2 TYPO' EACH END HINGE. 1C 25 Gn. ALL 2- WOOLSEXC'EPi 21 ¢ 1a -5- GA , 1750. 75b.5. TSCIL GAi,Y. STEAL 18 wGE oAL+. STEM csnER KNC SECTION' 8-8 nt WE= FLSI EN`Iv.. A^ ACHED w.Tf 4 fATENERS 3 3+ xRH 2 t NOT£: OLA23NG DOES N0i SATISFY ufPACT 1 ,y/ 1 20OADE G/ Lv. STEEL CENTER STU SECTION A -A DEBRIS aEOUtaEMA?T$ IN F 9 x 8 ATTACG W, ME7H TOG- L-LOC0R POP RNVS TO PANELS. NOTE: ALL NON-DESC76PTME fASTLNERS SHOVIN 10 BE j' 1/4•-2D X 5/a- HE)t 50LT5 % NUTS OR r= 1/4• x 3/4• LONG NEX MEAD SMELT METAL SCREWS. 0. BOX 5915 10 GAGE :.ALV. STEEL iRACX BRACKETS, SEE ABOVE FOR a.NNiTiY AND SPACING, FASIEN 10 w00D JAW WITH 5/1b• X 1-1/2• I 221 Nyf 5 AR U, G scRehs. PREPARANON Of JAMBS M O7Ne'A5. 111 i1_ R DOOR. )22TJ 89-1872 vOR O L X- S j i i MODEIS: (SGt) 562- 1_ 9 t-2$.4 t 34 <.4 - "' 0.51737 ' i 724, 425, 730. 735, 754, 755 i PART NAME: WINDLOAD RESOENTIA, PAN DOOP. STATE C , — 12 15 11 RL.6 W2 6 Cs.rnsto*LG 7i 75009 ? •. 6 12866 i 3 10/OB RLB s' S6306-r-nBs . Os-. FlOR1B ' uaE 1 AaiH JAwt, 4 TO TEN DENT IJS1ATOB;pSwtTHSTANOTHE PRESSURES y7 4. f//44 ll0, A 12548 ! i1/1/07 ftL8 NExt L VE1. i 2/27J0/ ('`'/J^v PdO. T- // ONA1 1 128101 3-5-37 1 RL6 99 d:) v sto44:aw1 E`. gY`MAIA A491 j liJ i11111 i Sr.-A;,P---c' SCALE ``aY L:ERMa3ATN.N Of SLITABI'V FOR SPEC.: tC SUES IS THE RESPCNS16tLiTY GF' OTHERS. ip:nCM4 co nat Asl fcek>s2s o'{ REV_jE.C.N. 3 DATE APPROV, ryQNL 7 f3H S^iEcl 2 .?F 5 IE4AGE WIN, t 3ALV. STEEL NONI2CNTAL AN:LE. 2' fAV. STf.EI rrk"GZORTA. RACK 16 GAGE OR AGE BASED ON THEE vl'JC4iT QF THE DOOR. 3 CAGC MIN. CALV, STEEL TRACK SPUCEONFLACBRACKET. FASTEN TO WOODAMBwRH5/,6' x 1-1/2' LAG SCREWS 8 !'AGE CALJ. ST ZL VER-rAL TRACK OCT+f. E 5A:{10x7) 37'(10xS) 7) i1 I i 5= I 2p GAGE END SILLS - FASTENED WTt1I TOG CA EGGS TO PANEL. USE END CAP O1vER ENO SIRES. SEE DETAIL 0) STOP uOULowc NMED 6...D ?.?E V4. MW. _. W' % 1/2' LONG RAOE BOLT k NUT USE EXTRA x' % 3/4' HEAD SELF DRILLING ;Ci;. ss 'ijM rAi scW_i4' I Lj i DETAIL C 21' OR 24" NIGH PANEL CALV. NNO PREA,.,ED STEEL 25 CAGE ALL MODELS EXCEPT I 24 GAGE MODEL 750, 755. z n Gti.E GGLv. S1E L CENTER TM11'GE-- 7 j RES1Cr, 7 ) ATTACHED WITH 4 FASTDAM 20 GAGE GALY. SIEEL CENTER Sytc. ATSA=x£D SECTION A —AtWR)i TOG-L-LDC OR PO" RNETS i0 PAN+EL- 13 CaCE CAW. ^TEFL TRACK BRACKETS. WEE S/D 8E X 1-I/2FORSPACING. FASTEN TO WOOD .'AN85LAGSCREWSkWASHERS, PREPANATION OF JAMAS BY OTHER& SEE XTQL E. SECTION 8—R_ NOT: ALL NON-DESCRJ'TNL FASTENERS SHOWN 70 BE 20 x S/3' , ._T, k NUTS OR J P n _ I )/ 4 x 3/i LONG MCI HEAD SHED METAL SCREWS. Wq"— N jry Gf'- t iP05>SA N"GATkE !'QS TnE ,Hft.Ai 0 17'-0 i+27 01-30.5 1+27.01-30.5 }+40.51-45.z 1 E40RS SHC'WN CN THIS DRAWING HAVE 9:.T:.N UET.IONSTPaTED TO WTHSTAND THE PRESSURESLIS1<D Ir, .HE TAOLE ABOVE VA lIST1ND 70 ANSI/ DA.SIAA 1DB-05. OErEP;.1N 710N Of SJRxBILTY FOR SPECIFIC SITES t5 THE RESPONSIBILITY OF OTHERS. i" Ip 16 GAGE GLLY. STEEL TOP BRALKEI WITH 14 GAGE ROLLER HOLDER SEE DETAIL D. I-- 1.25' 3' 20 CA VAX SEE OETAA A) V_ , ..._,_- I O STRUT ON UPPER PART OF E+'T1ON BELOW ROLLER.ji gi CARRIER 2' ROLLER WITH 7/16' DW 1014 57EL. TIRE 1,7F L 17 BALL 5--- 2 75' -^-- Jr Q (sINCLE DETAIL A L 3' 20GA YlDE STRUT 4' % 16' Ant IN,S PEO'0 NOTE: DOOR MUST EE INSALLED 7 ry SO, Wi MIN. iOik OPEN AREA) STRIR ON UPPER PART OF SECTION ON HiWE LEAF. wrtH ERNER A14 ELECTRIC OPERATOR OR A LOCK (MUST ENCAC.E 807...4 GPTION+L SEE OETNt C. TRACKS ON DOORS WITH EXTENSION SPRINGS). 14 CAGE U' LV. STEEL :E"D "NS& LRr ATi/rC#IEJ WTEM (S) DO DETAL C. r LISP ON E EXTRA SELF DP.L S E7' MROUG/I Q TOP LUAf Of i#14CE. END STILE a TiAM. STRUT O6t IIPPSA PART OF S moo= LEAF. A7C 4 KX. 1FEt+D SELFSTILE) ki. STRUTONUPPERPART OF SEE DEATAIL C.NcE S/B' POLYSTYRENE INSULATION IONAI FOR NOD. 724. 730, 755.428. ilti ON BOTTOM BRACKET L.H.1 DETAIL C CAGE GALA/, STEEL BOTTOME1RA.?T IEHED WITH 2 FASTENERS TOM SCREYI CAN BE A90JE OR N07E: GLAZING ODES NOT SATISFY W?A0TR£DUIRE14EJ3TS IN f"BCOwROL'.Lii DE3RIS No.51737 4 i 01 f" Isun 111aT'" j REVI E.C.N. j DATE 20CA. END USI i'+G Sir y'JCt UN DP'iIONA_ I//LONG PANEL EM90S5 5 7' f; R R' i S DO MN j h0 £ I. ORT ONAL CMBCSSLS ARE SJPPLIEO 3 4 UMNS 0 CENTER STR: S ARE F¢OUsa,E. 2D GAGE ND END SN_ES I 4 DEAL H t X d,i P.O. 6OX 891 S tnTLe Ra:.K, All WW Wu mSOR DOOR 72z,e-9,5501) 562-,872 724, 426. 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 8 DATE: Dr,. NO 2/27/07 yq_a_oeo TRW JY i 5 1 QF-6 3/4 X T/2' x 3wE WIN. ALY. _i Lsa1CLE 1 DP£. tiiNG NE G1T7 OT OVER D60R NEZHI i I i t i 1/ 4- X 1/2- LONG 7 2' iAb STEP— CARRL4 E 9GiT &NUT 7 T— CA—.AL 'PUSE EXTRA 1J/{ 1S GA 4 OR 33 C ^.AGE :/4" X 3/4' V7 THE DOM WEIGHTDR LLINSCRI_V 111jj USE (2) V4- X HEE" MEAL SC£cWS. m 13 GAGE iAiW GALV. STEEL TRACK SPLCE OR FLAG BRACKET. FASTEN TO WOOD Vm9 WIN 5/16- X 1-1/21AG SCREWS. ^ 2' 16 LACE CALV. STUL vERT1CA. ?RA^K BOLTED TO TRACK BRACKETS WITH DL7Alt 3 1/4'-20X5/8' TRACK 9t00S, DETAIL E 1 iI s DETAIL E 13 SRACXETS EACH SIDE ti - Ran ST, PC - FASTENED STOP MOULOtNU xAP. ED EVERY 9' 6-C TYPE NAIL LIN, 1 SGA. GALV. - MEL TOP BRACKET WITH 1 silk ROLLER HOLDER SEE DETAIL 0. I" 4'X 31 LONG HCX HEAD SELF 2 PM VERTICAL STILE) STRUT K)ST BELOW TOP FIXTURE. 2- ROLLER WiIH 7/16- WA. LONG STEM. TIRE: STEEL 10 BALL OPTIONAL S38 Gt. ASS urATS--\ 3 t L I+A= A8nCENTERSTILES ,>yTT3, 1 T 5 COLUMNS) tr use, zi S';M CENTER t9+GiS t C 'P Ar~ EL SEEDETAIL C 1 N t5 ( ar,C.N, L -OCK 14 GAGE S. AL W STEEL ERD 16' AR X R VENTSNCHDOOR M' ST E 51n LED IIIIO (f{bIMERC' M1.) ATTACrfz WITH 4) REO'0. W9Tr' ETHER AN ELL FRiC CPERAtOR b) SCi.`EkS. SEE DETAIL G. USE ONE EXTRA SELF qp Sc3 R:. PlN. OR A LOCK ;MUST ENGAGE Ella DRLLINO SCREW THROUGH SO -AL WEN AREA) 23 GAGE END CAP 'RACKS ON DOORS 17H ;jiiE.hS,.*ti STRUT ON UPPER PART OF _ SE_ CIMN TOP LEAF OF HINGE. END ST#.E s RA:L. TY;,CAL EACH END W.4L— 0P'XkiAl. SPRNG.,,. 1 2D GAGE END 5TiL£S 1 i 0STILE, STRDT ON UPPER 1J2' PGLYSTYP.EXE PART OF SECTION FORHINGE \ /- TdCO3 SEE DETAILCUSE LORD STEM 10 BALL ROLLERS. 21' KOH PANEL. 1-3/8- POLYSTYRENE INSULATION GALv. AND OPT& 0 A_l FOR UOE. 724, 730. C PREPAINTED SEEL M. 755. 426. DETAi I- C i 25 GAGE FOR ALL MODELS EFC£PT 2' 24 CAA MODEL STRUT ON BGTTOW BRACKET f/ v / 1 t • 1.- 1750. M. STE 13 OkCE GALV. EL CENTER HiNCE-i = G'14E C.ALV' STEEL fi RESIDWiAL. CENTER STTLi 13 CAGE GALV. SIUL TRACK BRACKETS. SE£ ABOVE 13 GADS GALV. STEEL BOTTOM BRACKET OR SPACING. FASTEN TO WOOD .AM55 WITH 5/16" X '-1/2" ATTACHED WTTH 2 ASTEN-RS LAG SC WS d WASHERS. PREPARATION OF .LIMBS BY 'OTHERS. BOTTOM SCREW CAN BE ABOVE OR SEE 07AIL F SECTION A —A BELOW DER. SECTION B—B xC?_ ALL xCk, J-CESCRtPtM FASTENERS SHOWN TO 9E a ... LE 1/..- 20 X s/a cx eouS'k NurS OR »A1311t!)j/ 00° Sl>tziGH'• 1 . N K .Alw- I c * 7/s x J/4' LONG H;-x HEAD SHEET NETnL SCREWS. 1 xR '(,1,I{ z F G 1T'- 0-j+22.211-25J) +33.3 -37.5 i N0.6iT37 SwE OF laisr, a/,xes 9 4U 121AFNmp QA TX 7 // • '•'; ClOR19 '_,i1 ' 04 45 TEO N.. 7Y-E LON TTlS ADLE ABOVE VIAIIAVETESTING TO ANStA/DASMA it D9TQ5,. TTHST NND THE PRESSURE iX ,REt*S 95F 2203 D£T£RMInLATICM OF SkifrABIL,7f f'OR SPECIFIC SITES IS T}iE RESPONSIBILITY OF OTHERS. Prota7Hral fnSTasn's ae,S Pro.+4sd col tw vsiF.col+m of Tr ;9ov0 corol+vcXsan 4siess. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN MC 1 A 1 284s i/ a /07 1 REa 28To 3-8- 07 i RLB E.C.N, I DATE DETAIL B a' 16GA WIDE STRUT 16 X 1 P 0. 8A 8415 Uw fVMW 0R D"R j722I9—' e 15 AR 501) 5 t . 812 724, 426, 730. 735. 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 1 W2 6 LEVEL DATE: I DN9("i, NO. 2/27/07 1gg_-G80 SCALE DRN. RY 8k! SHEET 4OF 6 3/4' X 1-1/2' x '3GAGE MIN. GALY. STEEL HORQONTAL ANOZ 1/4' X 1/2' LONG CARRAGE DOLT 8 NUT 2 GALV. STEEMI10RIZONTALiCx6 GAGE OR 13 GAGE U5E EXTRA 1J4' X 3/4' HCx HEAD SELF Bti£ D GN THE WFORT NZINO SC.rT.EA' L OF T.HZ DOOR. US£ ( 2) 1/ 4' X J A' 3 CAGE MIN. iALY STEEL SHEET TRACK SPXE OR F,AC BRACKET. METAi. SAS. FASTEN TO WOOD JAMB W1H 5/ 16' x 1-'/2' LAG SCREWS. I 2' SrcEt TRACKbCA. SEE D[7,NL E J-TAIf- LD if if f $: I 37' jl DE 1AIL € _ C 13 BRACKETS EACH SIDE 5 i i t 20 GAGE END STILES - FASTENED N4Tt' Tor-L-LOCS TO PANEL. USEENG CAP OVER END SOLES. 1 ( SEE OcTxt 8) K S Of, MDULSXNG "LED EVERY 9 b D TAP£ NAit MIN, 1bGA. CALV, STEEL TOP BRACXEI WITH 14CA. ROLLER HOLDER. SEE DETAIL D. FDnRRE. LT7W TOP2" ROLLER WttH 7/35• DA. LCNG STEM. TiP. E: STEEL 10 2ALL J' 16GA WPJE SEE DETAI- A) OPTIONAL SEE OETAiL 14 OAC£ CALY, STEEL END KNGE A (ACHED WRH (6) SCREWS. SEE DETAIL C. t COMMERCAI) STRU 3 LOWER OFNSECT, 6N PARTABOVEHINGELEAF. STRtrr ON UPPER 1 PART OF .SECTION D'.' i AI L A ON NTFe.,£ ". SEEDETAILC 3' iBCA W10E STRUT STn' T ON LOWER PART OF SECTION 2' ROLLER WTi 7/18 ABOVE WNLONG STpi.GE LEAF. TIRE: STEEL 10 BALL 1/2' POLYSTYRENE INSULATION 57Ap#.) ipJ fOR MODEL 735 STRUT. j NSTEELA1Th;HEDWfT?1 ;/a' x 3/a' ATTACHED LONGHEXHEADSELFMLING SCREWS. 2 PER VERTICAL STILE) POLYSTYRENE 24' HIGH PANEL CALV. 4. 73RUN OPTIONAL FORMOD. J24, JJO, OPTION ANDPREPAMTED t 750, 755, 42G. STEEL 25 GALE ALL MODELS EXCEPT 1 24 CAGE MODEL 755. 2• 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. b :ACE G. V. STEEL CENTER IMNG£--1 11 h„ACHE'J 'N'7n A FASTENERS. (?£Si3EW5AL) i %O GAG= GALV. STEE'_ CENTER STi:E. AT iACNEA r wf'H ,^ - L-LOC ^R PCP RNETS TO PANELS. S_CI!?O:y—A L 13 CAGE CALM, STC-- TRACK BRACKEETS. S££ AWr' NOTE: ALL NON-DCSCRL TivE FASTENERS SHOWN TO BE FOR SPACING.. FASTEN TO WOOD JAMBS WITH 5/i6" % 1-i/2' 1/4"-20 X 5/8' NIX FASTS k NUTS N aG SCREWS & WASHERS. PREPARATION DF .lAAtf BY OTHERS. 1/4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. SEE OETAL F. ECi14NI M—B ^ ODOR s2E D.su `3RTABLE P,Rc. WT rlI) Gw. PoSIiNE et£OATTft i PP{SrK i0` '--0^+22. 2-25.01+33.31-37.51 DoQRSSOWN 4N THIS DRAW',.NG NAVE BEEN DEMCNSRATED 70 WITHSTAND THE PRESSURES L'• TED IPI ' HE TABLE ABOVE `AA TESTING TO ANSI/DASHA 108-35. sa O:TERMINA710N OF S'J-A9=aw FOR SPECirlC SITES IS THE RESPONSIB FTY OF OTHERS, i1 Praess d fM4m -. - 01 Wo•;Q49 nil fcr sv1Y'+coiion wf>1 .dcor3L.ivt7 v. ALTERNATE CG-ST-'(, X!*NUSING (2) S7Ru' 7S-, A 6' iCOli BLE CAR}— 4' X 1G" AIR YEWS YvPT!'SNAL h' REOD' LONGN. PANEt 1T10 S0. IN. EA) T 0?'J+ iJR1:A EMBOSGES CENTER ST',ES ( 55)) CG.UM.NS IOx1L CcMER HwCS (3) COLUMNS GAGE STILES USE TWO EXTRA 5 L. P..LSNO SCREWS 7HROUOH TOP & BOTTOM LEAYCS OF H"E £MD ST,L! S F.vL AS SHOMM.,... DETAIL C NOTE: DLAZWG DOES NOT SATISFY `MPACT DEHRtS REQUIREMENTS IN F9C Ji • 16GA. END CAP. y D 71 ALL p NOTE: DOOR MLS' 8 LNS1ALLEv Wf'H EITHER AN C O 0 ATOR OR A LOCK jMtlSi ENOAO£ :y0 , TRACKS ON iXX3R] Wf H EXT-NS*N SPRINGS). P.O. DCx 89iS A // LITTLE z? 11, ;,ft Iflhi7isoR DVMR 72219-5915 SDlj 562-1872 I 724, 426, 730, 735, 750, 755 PART NAME: WivOLOAD RES DENTAL PAN 000;R 1142 3 NEXT LEVEL I DA7E: 2/2/C7 90-3-080 SCALE NONE PLAT SCALE GRN' Lr' S)-IFS' S OF 6 T12 15 11 RLB 2866! 3 10/08 RL8 284$ 71/1/D7 RLB 2810 3-8-07 RLB E.C.N. DATE APPROV, t?+' x 1-1/2' x 13 GAGE vlN. (3) 1/4*.CARfCK,'E BOLTS u4'I. STEEL oORIZONTAL ANGLE. 2' CALV. STEEL i BASED N'TAL RACK j 15 CAGE CR t3 GAGA BASED ON OR- W£:DMT br-a DooR x 3 SI"Ll uElx t CRIA scPEWs ;'4• SftFG,LV, STUIL 1,ZACX S"UCE D7bLLING SOREORFLAGEl;W-Xk?. FASTEN TO IN D vWB V',N 1/15 x 1-1/2 uD SCR_t DETAIL D Z' 13 GALE GALV. STEEL vER',CAL TRAM SEE DLTAJL E 19' (16 M 6) 63, tot x T) 1NO j1 i ti 6'R DETAIL E i5 gAACARS ETCH SOE S`JNCARO FCi1 2 GAGE END STILES - Fk-, ENf D uDDY1 735 -'t 2. WRH TCG-L-LOGS TO PANEL I USE END CAP EVER END STILES. SEE DEAL B) STOP NDVLD4NC NAILED EVERY 5•-..r,, jl &-0 TYPjE5" L MIN. HIG Y 29'. j AN PANE` (DANDPRpAIMED 2• STEEL 25 CASE ALL WOOELS oCEPT f 1 24 GAGE VOOEL I !R CAGE A u. s;EEt "ZKIER HaX:£ 750. 755. ATACHED it TN 9 FASSEN_R5. (SiG6':TML; r n o "Dcoa` eCEXTCR aA aS i G9Lv. iTr El TiL•OK BRACKETS. "F' ABWC rrrl SPACING. rljTEN 70 WOOD JAMS A'P 5/18' x T- /r SEC7;0Lus A —A 11C SERE S A WASNpS, PREPARATION OF „Aw3S BY OTHERS. 5R T'N` C NOTEALL NON—DZSCRIPTN£ FASTENERS SHO'#N 10 BE SFCTiCN c3-D v+-2o x 5/8• HE( BOLTS a NUTS OR X 3/4' LONC MIX '^ EAD "- '=7 u£TAi SCREWS. A- Ct- He 7+' R P NEU'aF PDS3:v'i ^F rraE Lx OkS SNOWN ON T!+6 DRAWING AAVE BEEN DZvONSTRATED TO w', STAND TEE PRESSURES Lt5' EU eN TnE TAB ABOVE VIA TE5TIN'G TO ANSS/DASVA 105-05. DETERNA4.' NSIBILITY 0N OF SUTAB!_ FOR SPECIFIC SITES 6 TeX RESPOOF OTTtEftS. tu s ACE C&V, 57M TOP BRACKET W" 30 CAM RCLUR HOLDER OPTIONA. WE ':HAS ROLLER HOLDER GLAS* L% CURL 15 TURNED DOWN. SEE DRAG D w DELOw !7OFRSECTIONZEP( SEE STVT PHWLEAF.DHURWCANEROLIJRW" STRUTONVPPERPART Of SLCi1OM ON "wg L& T. f "` 1f SEE OETAtL G STRUTONLOWERPART OF SECDON ABOVE HINGE Uw, 1.2s' t4 OAOE GALv. 51E" A WN4E (CO>RCPi.) A?TLIi£D YifTii (b) SCREWS. SEE OETAJL C 3. STRUT ON LOWER PAM 6£Cii?M A90VE titNCE I-- — 4 L 2.75' pAsASTRUT CN UPPER PART GF SEE OCTALINGE LEAf. 3. 18GA WIDE STRUT GALVANIZED STEEL S1R.1T. ATTACHED WRH I/AE x 3/4' LOW.HEx HEAD stF DRILUNGSCREWS. 2 PER VERTICAL 57LJ:) 1- 3/8• POLYS IIRENE INSULATION CPTLDNAL FOR WOD, 724, 730. 750, 755, 426. smut ON BOTTOM BRACKEt, CAM GALV. STEEL 5OTTOu C" U"O"' 1C?f0 WITH 2 FASTENERS. HLQW.,.'i ROLLERS LONG STLV uADE wal, nu+ M—cTH vra) T No.51737 O't STATE OF i % 4/ mm 18' (DOUBLE CAR) X 18' NR VENTS J4E3' D. sa. w. UMIN, AL. ONNAREA) OPT10NALUSETWOEXTRASEAS DRILUNG SCREW TttRCUCH HSNCL END Stra It RA1. L AS SHOvIN._.. DETA!L C ENoTE a. A2JNG DOES f07 SX7SIY COPIES L DEBRIS REOUIREME14TS IN FBC I DATE ALTERNATE LONSSRX:31G1 vs; N, ( 2) sm,9SI. 7, PCII—DIrER rCOL-1- l! S) PTIONAL L-1 ES 17 CENTER WNCES (3 „ O'UVrS) 2C GAG N,D STI FS 6 Ah• Qa. END "'i © ETAIL B NOTE DOOR V., ST BE NGTA,.' D 4 A LOCK (I,I05T ENCA- 9EW`S RACKS ON DOORS x1?I - x cN51C SPR S1. LC"L ,iCK ti? WINDSOR DOOR (50 552 37: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W2 5 m,!C. NO 99-B- CSC Florida Building Code Online Wage l of 3 VA KiS Home Leg in ( user Registration I trot Topics srbmit Surcharge i Stats it, Facts it Fubileation, FK Staff &C[s site Map cinkS j Search pr e Product Approval USER: Putill" User f'Y£H11.A1'pr9Ya1-tt^f!4 > > noplicAttoa 0,1 > Application Detatt FL M FL15080-R3 Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived f _1 Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W INDSORDOOR.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 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 GA Validation Checklist - Hardcopy Received Certificate of Independence Ft,15Q80 A3 W CefS__0f_jt141-_fi4 Ge 20t2 s,Prlf Referenced Standard and Year (of Standard) Standwd yViar DASMA 108 2012 DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method ! Option D litips://www.floridabuilding.ot-glpr/pr_app_(itl.aspx?param=w(iF`VXQwtl)gLtS73Fr2Zyil)t... 1/27/2018 Pa,,c. 2 of 3 Florida Building Code 0111111C Date Sut"Initted 12/07/2017 Date Vall(R)(011 12/07/2017 Date Pe(10109 HIC Approval 12/09/2017 iMnma!_y of Products Ft. # Model, Number or Name 15080.1 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: 1 22.9/-26.4 LISTED 15 FOR THE 9' 01- X 7- 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.2 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ* No Approved for use outside HV"Z: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.3 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ.* NO Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +271-31.2 Other: 1 27 . 0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.4 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ* No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +31,2/-3S.8 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 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: 1-42,6/-48.9 LISTED IS FOR THE 9- 0" X 71 01' OTHER SIZES AND PRESSURES ARE LISTED ON IHE DRAWINGS 15080 - 6 RESIDENTIAL PAN DOORS Limits of Use Approved for use in lIV"Z: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: f 42.6/-48.9 Other-. +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.7 RESIDENTIAL PAN DOORS Description MODELS 724, 426, 735, 750, 755 Installation instructions 2 A Q fi L Lk5w J 3 td. 20AQz5— J_q k Ln Verified BY: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions FI,NffQju - , am A 1) s u0—f fi_.k(Lf Verified BY: JOHN E. SCATES, PE FL 51737 Created by independent Third Party: Yes Evaluation Reports Created by independent Third Party: -Yes MODELS 724, 426, 735, 750, 755 Installation instructions Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 installation instructions Verified BY: JOHN E. SCATES, PE FL 51737 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation instructions Wo -JAJgLjLM_A_Q j:Lgff I !Dbttq_C_t1__ j 5g"_p,3j"%&Q75 _ j AIL&DO! Verified By: JOHN E. SCATES, PE 1-1, 51737 Created by Independent Third Party: Yes Evaluation Reports F!11,5_QQ,Q_RQ_ALwiL gpQrk Rg _ap_ Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 l, ttps.11ww,,v.11oi-id,ibtilld,tl.g.()I-gll)i-Ilir.__al)p_dtl.aspx?p,iraiii=w(,jfl-,VXQwtl,.)(IiiS73f,'i-27yll't... 1/27/2018 Florida F3uilding Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28,5 Other: t 2S,S/ 28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 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: 1 37.8/-42.9 Other: +37.8/-429 LISTED IS FOR THE 8' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON TtIF DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Installation Instructions ll.l:t44`LS_LC_3 tr Q-revr n i 1ivS!LStz t hU_aQ f R, fl.__9r1f3Q4a.-rt vA. s,!?51_f Verified By: )OHN E. SCATES, PE FI_ 51737 Created by Independent Third Party: Yes Evaluation Reports f1,,1SQt Q._L13 .f'I_.Ydi.l3 R4tt<5(LL,? ::psf[ Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions ELi 49S i J.l2it II41SvF tamhAtt h -S ttSlt Ftt," }t¢t 1 2g21Q7 Loc C sal s, E49 4 Id_Rtl 6:(Y.EI_S:Rdf Verified By: )OHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports vn *k# Created by Independent Third Party: Yes Oirck Next Contact us :: 3541.1t1?!.`,tl t?C..p9s Q f3!!sLhA255R..[L?:.2$ C '441:19Z4 The State of Florida is an AA/EEO employer..R(.f3R,!.I4@.:: CthC 4X.`1r1L01".tli : Accgibi8h' Statemept :: Rnr"rail t*a«m.nt Vnder Florida law, email addresses are public records. If you do not want your email address released in response to a publlc,records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, It you have any questions, please contact 850.487,1395. "Pursuant to section 455.275(t), 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 (or 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 crack hi rM_ Product Approval Accepts: M Credit Card Safe llttps://wurw.floridabITiIding.org/pr/pr appdti.aspx`?param=-w(,jI;VXQwtl-)quS73FI'2ZyiPt... 1/27/2018 15 6/.Cr_' GALV. SiFl TOP BRACKET A f ,SINGGLASSL'ES ^ 2' GALV 5'riJ _Et 'R720t,4ti 'RACK. W?H 14 CJ.GE RO'.LER HOLDER t J y^ 15 CAGE OR 13 GAGE BASED ON (SE£ DETA:. D) h/I OXA_ THEW ciGFf OF THE DOOR. ~- tCA' PM"•E"- USE EX_ m £. 0vaSES 1/4' % 3/4' H'f NEX KEAD Sr—' I DRILUNG SCREW 2" ROLLER W,TH 7/16' DV. STI-Y, j I I r jt 3J4x 1-1/2' X 13 GAGE MIN. TIRE: NYLON OR 7 SALL STEF1. (9 x 7)- "T" B GALV. STEEL HORIZONTAL .wG.E USE 2)) ' % 3/4 2" ROLLER WITH 7/i6' flv. STEM. 7. OR 8' 13 GAGE GAIN. STEEL TRACK SPUCE SHCE 1M£7AL SCREWS. TIRE: 7 BALL STEEL. OR FLAG BRACKET. FAST EN TO WOOD A..+ I' JAMBS WITH 5/16' X 1-1/2' tAO SCREWS. M AIL OPTIONAL LOCK I T i NOTE: DOOR MUST BE INSTALLED II2' GALV. STEEL VERTICAL TRACK WfTH EITHER AN ELECTRIC OPERATOR 9• yO TLU TO TRACK BRACKETS WITH iOR A LOCK MVST ENGAGE BOTH 0 51f};jT9 (S:N+..t.E CAR) CENTERST'l£S I / 4'-20 % 5/8' TRACK 6OLTS, TRACKS ON OARS W0H EXTENSION AND HINGES iaGA ( I X 7X 716GA. 9 X B . SPRINGS). 3' 20GA 4' X 16' AIR VE.K'S f9 CO_UMNj SEEDETAILA) ( H MRi, Tsc, SO OTALOPc'T1t I AREA). Oi'T:DkA OALv. STEEL END HINGE COMMERM i7 1 r*rI ATTACHED W1H 5 FAM, N173S. N ( 9 E 3? 53. ( % 8) j 14 CAGE,(SEE DE A"L C). I i: Gt .1l } 11 i OAt,VANt ZED S7_E. STRUT. I ATTACHED WITH 1/4' X 3/4' 111E i., ONG HEX HEAD SELF 3. DRILLING SCREWS. 2 BRACKETS EACH SAE) # 2 PER VERTICAL STILE) L-.E 0At ErRA `SELF IT j COMMEFiCWL (9 % 7) I THS STRUT CN ilW-' CAki.iNs SCREM 4 LEAF. ((Sc£ GETAP )) ;? C£. Or' "f,W::. 42' ($ % 7) i 1%2' *+E OTRM S7R1?TS •" Mi:yjtE £tom STC£ 4 RA:_ I ; 37' ( 9 X 8) 13 9RACx_IS EACH SIDE? TrStliATX3 STA+w YAiG Of TOP k BOTTOM SECTIONS. ---1 j coMMERcuL ; 9 x B) [DETAIL A 7352G GAGE END sntES 3' 20"wi W' E STRU7 j 5' 1-3/S' POLYSTYRENE INS IATION II ! I 1 OP± rO."NL FOR NOD. 724, 730 4 1 750, 755, 42& , ) 20 GAGE END STILES - Fn4£N£0 Nr,7N * U 0 TOG- L-'OCS '0 PANEL "SE END CAP 2)" OR 24" OVER EA:D SILES ON 9 xya. HIGH PANEL j j 41 0 ,. SEE DE IA1L C. GALV. AND t i!cv j slot' M)VLLING NAILED EVERY u BRACKET 1?' PREPAk17ED S-££L 6- 0 TYPE NAa WN. 25 CAGE ALL MODELS 13 CAGE GALV. S7Efi 9CTTO EXCEPT 24 OAGE ATTACHED WITH 2 FASTENERS P.AL MODEL 750, 755 BOTTOM SCREW CAN 8E ABOVE OR z 9E10W ROLLER. 20 CAGE ON L.H. I ENOCAPUSE'). l LAG SCREW - 5/16' X 1-1/2' SECTION I3-B 20 GAGE GALV, STEEL CENTER STILE TOG- L-LOC OR POP RNETED TO PANEL tOvA. COuu_KtkL GALV.. STEEL TRACK ERACKETS. SEE AAOVE 1B CAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A —A FOR S?ACING. FASTEN TO WOOD JAMBS WT{H 5/ts' x 1-1/2' FASTENED WITH (4) 1/4 x 3/4' SC: REwS. PREPAPAINDN OF JAMBS. 9Y CTxE 5. HIX HEAD aHCCT METAL SCREWS. P. S.F. TABLE x/. X? S:2E GESIGN PR£SSt;RE TEST PRESSURE P( satV6 W, T q Im Ie "OTT: ALL NON-fl£SCR>P;vE FASTENERS SHOWN TO 8E 1J4'- 20 x 6/8' HEX BOLTS & NUTS E EETMEALSCREWS. 26. 4 +34.4-39.6 1/4' X 3/4• L HEX HEAD SH 29Ie.'- "+ 9.2-22.21+28.8-33.3 DagitaEty signed byJohn E Scates, P.£. Date: 2015.04.14 15:1923 -05'00' OOPS SrO*N ON (His 0RxWING HAVE BEEN DEMONSTRATED TO WFTHSTA"ID THE PRESSURES 5T737 492-9500 INTHETAKEA90VEVIAT£S77NG TO A1S1/DASMA 108-05.— Puta4scool 7FT RN:tiATtON Cr" SUtTA6$L1TY FOR SPECiFA SITES OFTHE R PONSiBtUTY OF CTH£RS. w tr+loA T p1o. 5IT37 STATES 0 9 X B 01-OR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT DETAIL C g X DEBRIS REQUIREMENTS IN MC 9 x I-, P. C. HCX 9915 L( 1:LF. ROCK, AR WiIMOR DOOR {2219 8915 w72724, 426, 730, 735, 750, 755 PART WV E: WINDL© AD RESIDENTIAL PAN ;CCR RL8 OLERANCEI W1 8 RL8 FRx:.31/e DES Gi DI 4 1ANS, E. C.N. I DATE: I APPROV• DWO NO, 07 19° 0,T S-EE TRACK ' SD IL.c OR FUG 9R4CK1T xX JAM- 2 ,A e. STEEL 1 '.RA-_K b.,A l4flC. TG R x gF,AKTS I t GPEN',NCEIGHT 4 lNOT O'YER DOGR H IG) € f i ! I p3 SRACK'cT5 EACH S1J£ j ! 2 3/4' x 1-1/2' x 13 C1.CE MIN. ,/ 4 X 1/2, ;DtSG floLT e GALY. STEEL H'JR12QN,A, ANGLE. i1S£ %TRF. ARR-E NUT7 4 X 3/4" HEX RCA:, EF OR LLING SCREW USE 2'I 1f4 X 314 S.'.EE M£,AL SCREWS. n } t e OA OR 3 GAGE PN E WEIGHT DETAIL D 53" ( 1 5 X 7) 74" (16 X R) 21' (16 X 7) 24' (16 X 8) 20 GAGE END STILES - FASTENED WITH TOC-L-LOCS TO PANEL USE END CAP NER FNC STsLES. ( SEE DETAIL C) STOP MOULOINC NAILED EVERY 9' 6-D TYPE NNL WN. SECTION B-3 t u ' N4== was Ru ToN 16 GAGE GALV STEEL 5 STRUTS SSB TOP6RACKc,' Wa 14 3' ZOGA 16 X 7) OPTIONAL HTS \\\ AG£ ROLLER H010-R 3- 1,WIDE 1fi X $) A CLASS L}'vt^6 `,+• ,A SEE DE AJL 0. 2' ROLLER WITH I 7/ 15' DIA. S13.j[i TIRE: STEEL 16 % 7) 7 SAIL SHORT STEN 15 X 8) 10 PALL LONG STEM OPTIONAL. LOOS STRUT ON UPPER PART OF SECTION DYER rJ'NCc AL LfJ,f. SEE DE- COUflLE Cti) L-4 x 15, AIR VENTS Q T' NTL PANEL GALV. STEc1 Ita GAGE} COMMERCIAL FENGE A1 TACHED 41 REO' 0020 SO. i?1tH LiN . TCUL OPEN X-Cs EN STILES (5 LNGm EMBOSSES C.._ uMNS. CND WITH 5 FASTENERS. AREA),'O;n. A,. CENTER HMGES 3 GOL LIMNS) GALVANIZED STEEL STRUT ATTACHED USE ONE EXTRA SELF CN DRILLING SCREW WITH 1/4' X 3/4' TOP LEAF DF HINGE, 0,* ST' k RAC E END S T,,zs - LONG MIX HEAD SELF DR(LUNG SCREW 7YPIGL TOR EACH HWUE 2 PER VERTICAL ST1LS) ND STRUT ON LIPPER PART OF i 4 STN*tDARD fOR SECTION a -AR MIMGE 1 E IT 735 LEAF. (SEADETAIL 8 . 1 ' 1-3/8' POIYST INSLAATTON OFT 21' OR 24' HIGH PANEL GALV. AND FOR MOD. 724. 750, 755. 426. p_?' STD CLACE ALL SrKo ON BOTTOM MODELS EXCEPT 24 GAGE MODEL 750. 755 j3 CAGE GALV, STEEL I BOTTOM BRACKET ATTACHED WRH 2 FASTENERS. 807-04 SCREW CAN BE ABOVE LAG SCR'tY! 5/1b' % 1-tJ2" SECTION A__A OR BELOW ROLLER. 20 GAGE GALV, STEEL CENTER STILE TOC-L-LOC OR POP RIVETED TO PANEL. 18 GAGE GALV, STEEL CENTER/HINGE RESIDENTIAL 1%A, CS-NMv' 7CiAL GALV. STEEL RACKBRACKETS, SEC ABOVEFASTENED AS1Uti TO WOOD SAMOS WITH SI1 $' % 1-1/2' W{iM (4) 1 4 % HEX HEAD SHEET METAL SCREWS. FCR SRACI'NG. UG SCREWS ?R?ARAT! Otl OF JAV.BS 31' OTHERS P S,F. TABLE 1100R SIZE I 0 SIGN PRESSURE TE5t PRESSUfd a51r' E NEGAti^R PO%T+- KtQ'TN' NOTE-- ALL NON-DESCRiP FASTENERS SHOWN TO BE 1 iII11U vvs r , Xy 0" + 18 7T-2' D.8 +28.1 -31.2; i%a'-zD3%s5/6Nc HE Lri s ORSCREWS. moo", t4o.51737 G"I 18.71-20.8 +28.131.21 iCT . 6c±itL4i 13 1a21 i AIRGATE DR Imc l'OgjA1£ +' TX 6&308- 03 i Oi OR. O `• N nT RAW,WG HAY£ BEEN DEuONSTRA£^ TO wsTHSTAND THE PRESSURES 95DC J$j(j},)j L\1, ABA A501VE YSA SING TOANSI/OASMA 1C8-45. 72 493 37 Py4LGa*m c+y ^*-,R tEd i Llij lj), E'icRN A tJN OF $ I ITABL'_f y FOR SP_C*F!C SITES 15 THE RP-$PCN$iBiLITY OF DT!1ERS.{ cl D ( t I'I I I ' DETAIL A ETAL4E 20GA WIDE STRUT Q 6 X 7 0 3" 18GA WDE STRLIT 05 X 8i CKET 0 Rf)t5 LAj} 1 NOTE DOOR MJST 8EINSTALLED CD j J WITHEFTHER GAERATOR { 1 B OR A LOCK fTENSiON , DETAIL TRACKS .N 0 SPRINGS}. fix/ R DOES NOT SASFY NOTE:DEBRISGREQUIREAENTS¶N FBC PACT6' X v} I 1 P.O. 80x 8915 iyMj;oR DOOR LITTLE ROCK. AG 72219 591- 5 5Cj) e z MODELS: 724, 426, 730, 735, 750, 755 PART NAME: NkNDLOA0 RES!DEN7JA'- PAN DOCK TCLERANCEI W1 3 22I15/it, A 2856 13/ 10/03 RL6 RLE DEC. oil' NEx7 LEVEL r 2848 111/1/071 RLB SCALE PLC3T SEAL% 2 Un' R v. E.C.N. DATE: l A?PROY. NONE s e 13 GAGE S: `cat 7ZA 3/4' X t-'./2 SpUC£ OR FLA Y#lCKET, X 73 CAGE MIN. FASTEN TC WOOD AMB GALv. STEEL MTH 5/15' x .-ij2• HORIZONTAL ANGLE. s:•G SLREttS 2" GALv, STEEL VERTICAL ,RACK 15GAL'ES TO kALK SP.+.rKE75 5!-`.• ran; ;L BOL OPE' NG H£!0!fi Nn OVFR DOCR HEIGHT) j SEE DEbvL D. SML' .-ETAL EX-,Rk ` t 4• t' S."'timiWAD SOX STRUT JUST BfLGW TOP BRACKET. 2' GALV, STEEL HORIZONTAL TRACK 76 GAOE OR 13 AGE DWt11KG SCPAW dE D 2' HURRICANE P.OilER YA7Y 8 7/18' N. LONG S7EM. BASED ON THE W(1GH'i Oc THRE: STEL 10 HAIL r- THE DOOR. 1.25" -{ i^ LOCK iOPTIONAL53' I1 6 X 3 STW ON VPPER PART OF 74" : 16 x CMN C,vfit r@AKE j iac. ' Sia DETAi1 S). t OcAtL '. t GALV. STEEL (14 GAGE) CGMM£RCIAL { t 2.75" --^I~ END HINCE Ai ACHED DRAWL A WIIH 6 FASTENERS. SEE DETA:- 0 4' X 16' AR VENTS 118 X 7 3• 18GA 'HIDE SRLI STRUT ON UPPER PART OF !„• (12G 50, 01% 1 OP£'a 42 { 50'-18%8 21• ( 18 % 7) 4' ( 18 X 8) 5 j 3RACKE' S J,CH 510E 20 GAGE END STILES - FASTENED WITH j 7CG-L-LOCS To PANEL. USE END CAP fOVEH ENO SIILEs ( SEE DETAR C) A/`• 1 STGc >.I;h;.0a.L NA1, m vGar 9" X ! 6-0 TYPE eiAil k;l: -.-,I SECTION B-B l 3 . Z GAe.v. STE£ ti1NS'LOAD TRACK SRAGKE75% sS rpq VA CINC ;AS7Fa To w0oo 5'N /• x LxSA STREWS R MAS K51i. PRE+ARA. "1- OF 1+-» aY SETA%. P. S.F. 7A%Z 2 OPTIONAL LIGHTSGLASS7Sis' { DCAIOLE S[ C'DON Cl-ER HING SEE DETAIL H, 1" u". NSL" AT I:'Xr STANDARO FOR MODEL 735. I STRi1T ON 0'A`R PART OF SECTION ASLNE HNGE LEAF, VAN12EDSTEEL u5£ TAO EXTRA 5Ei DR'I l7.NG S^Re A'S THROUG.L H'.. N.E :EAc. END STIS i RAIL AS SMC'NN. TYPICAL EACH ENO HINGE - STRUT STRUTATTACHED LONG HEX HEAL% 10, SELL { Nb SCREW 1 2 PER V£'UiRT T1CAI. STILE) 1- 1POLYSTYRENE O 21" OR 24' iNS3/L UEAiSON OPT,ONAL? FOP. MO:). 724, 73C. itiGH PANICGALV. AND 75o, 755, 426. REPrJrtTED STE`.,. L STRUT IN MIDDLE OF J 25 CAGE ALL MODES EXCEPT BOTTOM SECTION. 24 CA- E MODEL 13 GAGE GALV. STEEL O 750, 755. BOTTOM BRACK£, i DETAJL 8 ATTACHED WITH3FASTENERS. 8070M LH. SCREW CAN BE ABOVE OR BELOW ROLLER. C++ SECTION NOTEGLA24NG 00£5 NOT SATISFY lMPAC IN FECDF„$RISREQUIREMENTS20GAGE GALV. STEEL CENTER STilc TOG-L- LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASIENED WSiH ( 4) 1/4' X 3/4" H£X HEAD SHEET METAL SCREWS. D9CR S2E 9LSIl.N rrx>a ' M1TH H{ C—; sAGyT'E TfyG# GATM. NOTE: ALL NON-DESCRIPTNE cASTENERS SHOWN TO BE I '87#- ZO. 8 +28.1 —31.2 %a"-20 X 5/S" NIX SOUS k NUFS OR I tfa" X 3/4' LONG HEX HEAD SHEET METAL SCREWS. I— 8 20.8 1+28 D00RS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED tN 'YiE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. ERM'NAtiC} N Of SO A3S_Ol' FOR SPEC)FIC SiTfS 15 RdE RE5PONSH3UT1 OF OT}s£i25. Cr wS 4U,-TION S Rv' ST1e w r3u55 CENTER wNw5 ( 3 C UI,e:S 20 GAGE ENO S70-1-7 76 ( CA EsrO CAP, ,-,•-r l X it' DETAIL C NO E: OCOR M 57 BE INSTA -^ PALS WHH EM-.ER AN ELECTRIC OP RATOR OR A LOCK tM S• ENCA:f SO" TRACKS ON BOORS WON .X • CN 71 P. O. Box 8915 I'"f o\1 sfs jl/i A i 7221E ROCK, AR 5011) 582 1572 q p'?,? 4' f'lii MODELS: 724, 426, 730, 735, 750, 755 SIT , Z: '* = PARTNAME: I c n DOOR w1NDL0A0 R.. -aTIAI PAN L.w SWSOF % 8 -- 2/15/1T RtB TOLERANCE w1 E ti•, 1ONA1 A 2866 / 10/0$ RL6 RIB t7/ 64 NE% NEI j DATE: DEG C LOTS I I GWJU tip, 1 7/ flUI1111j12848ri 1/1 /07 SCALE PLOT SCALE DRN. BY SNT 3 0; 3 REV. E. C.N. DATE: I APPROV, n N NEI BH 3/4' x 1-1f7' X 13WA CAL". STEEL )fO CDKTAL A P.34NTAL i,.ACK 6 :ACL O41 t3WE1GMGAG.. 3AS G: TN£ DF THE aaa--...._ T CA M.H SJUL 2A P' iGM CP a Xx.ETv. S , to 06.0 a Wi- SGRE'NS.- 0,•£NING i1!1GHi NDi OVER i:OR HLiGr1T) 1 /4' x 1/2' LONG ChRRV4E 8CLT h NUT USE EXTRA 1/4' X V4' HEX w-.0 SELF DRtLtsTtC SGlILW VSE !2 J1/4' x 3//4' SHEEt M iAL 2' l5zfk awl STEEL YER'.'CAL 7RACK 0GL7ED 10 TRACK BRACKETS Wm, 4-20 x 5/8' "+i ACK BOi75. 42' i j 1 BRA,xETS EACH StD£ I 20 CACE END STAES - FASTENED v f X-L-LCCS TO PANEL STLP M,IOI NA L£D EVERT 72. N1 MW. 1! G!A;`_' GALV. ST£;1 CENTER HINGC- l- 20 :J+,L G4v. STEEL CEN7OR STILE 10 GAGE C,V. Sr[ TRK'x BRA"7(ETS, SEE ABOVE SPAO.'", TASTe"N TO WOOD JAM9S W!'H 5/16' x 1-1/2' L,AG SCREWS, PREPARATION OF J+li9S BY OTHERS, CF_r71014 A_-R 3 Atx. ES v'1 PR:SSURF I t JRE PCS:'7'1E i tF_GA'iyE i POS'Al N^CATA,, i 25 4 I+34.4 T64A. OALV. STEEL TOM gruuET 11'1T11 4CA. ftUER HOLDER SEE DSTAY 0. 2- ROLS£R ra;}i 7/16' DLA, SHORT 57EM I 14 GAGE GALV. STEEL END NOES ATTACHED WRI 5) SCREWS TYF. {SEE D Al C). 2' r-TKS S746r ON I llpirTs,- 3' 20GA T.0' SE£ DE;AOL SEE Dc Ail X 16' IN VENTS M.. OTAL OPEN ARNEA) OPT Nx. NOTE; DOCK ML.1f BE INSTALED W7TH DITHER AR ELECT RIC OPERATOR OR A LOCK (WVST ENGAGE BOTH TRA.^J(S ON DOORS wr;,i EXIENs4N S?RwGS). j jI J J •'80Tiou SEnDlis. VSE ONE Ex7RA SELi DRILUNG SCREW THROUGH 1 STYRENE GALVANIZED STEEL STRVT. ATTACHED WITH 1/4' X 3/4' 4EA7 CI HfhCC.:tPJ Ttp.f3 CHP£R Ei'C:11 END Ha GE. STA,NOARD F W 1 LONG ma H£AO Sw DitLUNG SCREWS WOOL 736 2 PER VERTICAL STYE) SRSJT RE,, 02 SECTION 21' PANEL GALV, ANDFIA.H. 1-3/8' fYSTYRENE PREPAIN7ED STEELNSU ATION OFMONAL 25 GA FOR ALLFOR WOO. 724, 730, MODELS EXC&'7750. 26 x 755, 24 GA MODEL 1 750. 75S ArE GALV. STEEL 90..TOU 1 WXV 2.75' WITH 2 AS`£NERS OM SCRE+1 CAN 9E A80VE OR L,E AIL A W ROLLERL 3' 20CA WIDE STRUT v SECTION A -A NOTE: GLAZING DOES NOT SATIVY TWPACT DsS REQUIREMENTS IN MC NO1L ALL NON-DESORIPTNE FA37ENERS, SHOWN TO 9E 1/4'-2O x 5/6' HEX 9OLTS & NUTS OR 114- x 3/4' LONG NEx HEAD SHEET UCAL SCREWS. pigi;e iy signed by Sohn E Stams, P.E. 1 Date: 2015.04.14 19 }7:Se o>Uo' _ No.51737 RE3TT +"AYE ! i .p , STATE OF ; " x 77 encaten, TX 75OD7 7H:S T_ X-RE 58308-F-22>A3 i f3 p\'\ .. D+iAW M.^^> HAVE 9 'D. DLASG4 .RILE' TQ WTM$".,4YD TNT' PR ESSU3_> "L Pf-55 737 j ••i L R1%.,'' +N E n ,, L TA l A.801" VLA TrST%C O ANSI/DASMA 106-1_5 {$ 48R-4SJf3L q •"••„+ \ P,cTpc4:9gy £ .we a4a //7j`4fONA1 w\ S'lA;,U71 FCR S-EC1 C -SITES +S T,,E RLSPONSG;XcN OF OT;ERS. Prcvtae on+g i ..r€fe<Gcn a !}f i jj oa co.slrnlon c m. II A IA PLALS ALTERNATE CONSTRVCT10N IV51NG {2) STRUTS Jf D?T;GDipx t I oA19Q`wS S EH— 9 1 I 20 GAGE END S ILES — i { by 4 DUAI'L P.0 9Ox AG+S VnMDSOR ICUOR 722 89 5 is„ , s z,a7z 1 I 724, 425. 730, 735, 750, 755 1 PART NAME: WINDI_QA`3 RESOENT.AL Prih ''OCry w2 E) NEX LFfEt I OA2f27/ 4 B C n { PLC)T SCALE 1 O 19Y s ." 12/15/17 RLB RLS28663J10/ 0EtRLS2878i1/i/07RL6 281p i3-8-07 E.C.N. 1 DATE 1APPRCV, 2' GALY. STEEL 1/i x 1/2' LDNG taw, ¢s . — HORkZONTAL TRACK CARR-AGE BOL7 k NUR TOP &RACKET rE 15 GIRE co SS GAGL t4G3. ROU.Vk H SASED On THE wEib'T - j q• STE OE'SAr. O. OP THE DOOR HEX HEAD SELF DoLUNG SIRE ' } USE rV1" 4- X 3/i- SH£Ei ML,AL SCREWS, 3/i X 1-1/2- X 13GACE 4'.N. GALY. 7,EEL HCRIZWAL --E. s P wf;H 7/15' I3 UGE WN: TIRE, CALM. M , } TIRE SA STEM. 3 7 SABALL STEEL AS,7i '4O Y:AM$ RLLpp.. S/ 15•: % i-1/Z' tJ: SAG SCREWS. DETAIL D V. STFSL I AL TRIO% r,: 1E7ANG j i 11 t< 0' DYER ? t 14 L44 TMV, STEEL END wFTH5NCC R SCAEWS. SEE DETNL C. 37' j] 3 3RAEK£TS EA^,H S+DE GCWI;Rtw i 22'SA 1'S"RENE Ik i STAMlAD m 735X= CAsVVQCD STEELTA S9. ATTACHED WITH i/f X 3/ 5-- ! LONG HEX HEAD SEfF 2a GAGE E.NO STILES - iAS1ENE0 ORiLS.tNG SCREWS. 2 PER VVMCAL $Tt£) I i VStEND CAP O, END STIItFS. vSE NDCATOGSIDSTILES. SEE Dx' tAtL C) ^,, STOP u , MTf 12• wG++ 1-3/ 0' ?919'ST"<RENE YKOu;1CtAr GPTMKAL F- WO. 724. M. 750. NG .WEDt-o TYW ''. 2i P ELGALV 755E 42C E AN AND PRE- t PAJKMD STEEL 25 G+ k ALL 7 2- MCOCLS EXCEPT J 24 GA, L"EL 17AP 1 ) 750, 756E CE^+IvN — ! 1$ G+ CE rALY. STEEL CENTER SCE ! F R£SDET^ 1K. ATTACHED MTH 4 FASIEN£A5, 20 CA DE GALY STEEL C0+TER STILE SECTION A —A ATTACI'L WFN 70U-L.-IOC -A POP fwn$ 10 P- E:S NOTE: ALL NON-D£SCRiPTA'E 'ASTENERS SHONN TO BE 1/4 - 20 X 5/a• tiC?( B0LT5 & NL7S OR 1/4' x 3/4' UCY G HEx HEAD SHEET METAL SCREWS. OR GUAMTTY 1D .GEALYS7EEt .PA K BRACKETS. SEE ABOVE , N: SPAG4G A5-EH G wOGD .IAiiB$ wTTH 5/15' x 1-1/'1' 1 1 ' 1111IJJIiW S, Tn: Mi "REt nRAttw i C. :AMBs BY 4', NEiiS. A. t4o.51737 IJQA1 A PS Jilt fXr+ A,GTxIEOR. i.0 gTAT6OF ZEE I Pt Q507-23tQ#-•RiOR'C:IN U t S >"U'vh Cv7tt15 DRAw9J0 1'A`h BEEN OCWJNS•RA'.£0 -0 WIIISTAND THE PRESSURES pE_51737 192-5.504 W THETABI£ A20yn vL+ 7ESTiNC TO ANSI/Dr SMA 'OE-0s. 972 4.R1 JJ1t1111 3^iRM nw"en OT SUkTABe t'Y ;OR SPECI%C 'SM'.S IS THE RESPO;.S<91U1Y OF OTHERS. lyw MAC STL E7T7AdU A) 2.75• — j I)ETAIL A 3' 20CA WOE STRUT WIF, DOOR MUST SE VHVALLEC wrH EMT ER AN ELECTRIC DPERATOR OR A LDCx uJ5` ENGAGE BOTH 1RAC,(S ON OOCRS wRH Ex-NSY.Sv SPRtiGS}. 4.) 1 1 e AIR %T-Nn t.,. M OPEN AREA) CP!'t) NAL. PAILS as 4 LH. TROUGHON E TOP LEDM AEAF OfSELFHUNG, ENO5 STILE, CA> AND ML TYPICAL TP1C , EACHENO HIKE NOTE: GEAZtNG DOES NOT SATSSft' IMPACT DEBRIS REDUfRcMt M TBC DATE EAC' AR'+ S C^NS'RUCTON art i?? tR:1T5 I 7 i LOIG AL /i ' LovPANEL. ltBJ SES y w,, LECFFt) CENTER HI. 1ESI?kCCL 20 CAGE END CAP 24 GAGE END STILES DETAIL C. E 0. E vX E915 L ROCx, AF 724, 426E 730. 735, 750, 755 PART NAME: 7/INDLOAD RESIDENTIAL PAN DOOR i -N2 8 DAi G: DY Y J.11. 2/21 07 59-8—G80 R aFJ Y i SH'FT 2 OF 6 a/4' x 1-1/2" x 3CAGE urn. /-tfi GAGE GALV. STEEL TOP BRACKET opr4#4q 559 CALv, STEEL NCOZONTAL ANOLE J WITH /A GAGE ROLLER HOLDER A.AS.S LICK"s— 1 /4' X 4/2' LONG ! lJ/ CARRaG. EK)LT d: NUi SEE CEIAL D. 2" GALY. L USE EXTRASSTyiltS y / tgiilZDMf LT£T.TRACKi/i X 3/A' Yfj / 16 CAGE OR 13 CASE HEX HELD `ELF -- i-- i.25 3. 20 OA µOE I/ DA TMEON O EEWEIGHT DRILLING SCREW (SEE CC -,AP -A) i NMIUSSHEE!2A SX SU7 pH UPPER PART OF ALC ASECTIONBELOWR0.3SR. jil B. 1 13 CA:i M9I CALY. STETL TRACK SPi.ICE I CARRIER. i OR FLAG BRACKET. FASTEN TO WOOD ! i IyOo VTj 5/is' X 1-1/2' LAG SCREWS r RO SLWITHJ/15' cV. j { J LONKS STEM. TIRE. STEEL 1O BALL NIA! STEEL T C9 TRACK DETAIL D DETAIL A I 3' 2ocA MCC Sant I ` ` STRUT ON UPPER PART OF N01E DOOR MUST BE INSTALLED SECTION ON HIWE LEAF. WITH ERX£R AN 0.ECTWO OPERATOR OR A LACK ( MUST ENGAGE BOTH t SEE DETAIL C. ' RACKS ON ODORS WITH EXTENSION SEE I'll- E SPWNG$). NOT OVER 1 I'r 5 SiF OEJAA C GOCR 1' (10 % 8 AIi >• USE OWL EXIFA sSEl} H_r, CH7) 1: i,P x T CAt1LvG SCRs/ THfl0t1OH l TOP LEAF Of " NOE. I I L. 3 BRACKETS EACH 90E ENO STILE RASD 1111 ENDTYPICALSTILE EACH END H' J:+ STRUT OH IPPER PART OF SECTION Ott FENCE LEAF. SEE OEATAtI C. PCLtSiYRET4E t INSULATION $.AEYAWZAI } 71M t I, SEANDARUD0£L 735 FOR AifAtHc-'+. %ITn1i 4X 3/+' uLCtY.. HEJC ICAO EE:! 0 22 PER OVLRTIOAL STILE) 6 T - 20GAGE ENO SIDLES - FASTENED STRUT ON UPPER PART CF W;TH 70G-L-LOGS TO PANE SECTION ON HNOE LEAF. i USE FIND CAP CIFR END SilIlm, 21' OR 24' SEE DEATAIL ' P. I (5EE UETAL B/ NIGH PANEL CALV. 1-3/8' PCLn-,fRFNE msLILAToN AN ' D PREPAwTM S OPM. 755 TYPE D+ sl > w. COVRfS' STEEL 25 GAGE ALL I 7 ONAL FORS MOD. 724, 730, r + MODELS EXCEPT 24 GAGEuG0E1Si17TsON BOTTOM 9RACxET £UFtS 75C, 756. 2' 11S GAGE c,A{ v. SEu CENTER I*,'- ( i G r TAIL C j (REStO'vNPAt ATTACH 0 WITH 4 FASTENERS. i JS. G95E OALY. STEEL SCMOM SRACN£T r 2O LACE GALV STEEL CENTER S'aE. A71ACXZD ATTACHED WITH 2 FASTENERS. i WRH SOG -LCC OR POP RNETS TO PANELS. E1O7TOM SCTSw CAN 9f A6WE OR INCITE: C,I..A"NO DOES NOT SAT*,-'Y IMPACT U GaO' GALJ. StEEL 'PACK BRACKETS. SEE ASM SECTIOtJ A^A BELOW RD11iR. OE&RiS REadIRLM 3TS IN FaC GR SPAC.O, FASTEN TO vOCO wAM35 W{", 5/6' X 1-t/2' LAG SCREWS K WASHERS. PRLPAWA; r.N of 55 $f GThiE RS. i I SEE DETAIL E. I IT. NOT£- ALL NOW- OLTsCRtPTNE 5CT£ N£f?s SHOWN TD BE 4•-2o x 5/B' G " BOLTS k EET ORi)$Jt!/ rt '/9' % 3/4 SONGHEX !I{hD SHELT METAL $.OiLWS. t M Js' MM63M12 1rr- M' C 1 t 27 C -30.5 ,' 40.5 -45.8 27.0'-305 +40.51- 45.8 No,5173T XE MLp', gTA1EOFI12 i5'11 I RLB 3T2'I fAiiG.TL.. L)CASGWNENT115 ORAWNG HAvE BEEN OEMONSTRATEE TC WTHSTA.NO TIE PRESSURES p„ T G3 %Q', : n 8 2856 3/ 1O Q 4 RLB USTD N -.^E 'ABLE ASOVF VATTST: 4c TO ANs,/oA-lMA !iu1-es. y.72 9,'llJ ` ix\ A 2810 3-8-i17 !i RL8 CETE;-MI-,vATION O% SU!'A6 L,, FOR SPECIRc SITES .S THE RESPONSIBUITY OF OTHERS IP P`P, x -tj 1 les; P„ yew,. REV. E.C.N. DATE JAPPROV. C, (SNC.E 4' X 16' AIR YENS 21 REO'0 ISO SO, "41 ON rnAL OPENAREA) OPTIONAL ZDGA, ENDt+{I U9>++ N{ 2 S RUTS'' CT Un: A!V LONG PANE'. EMBOSS:S 7 'OR S B 1 tA' MthY c^„ ERR SILLS k +w:CES 2 COLUMNS) NOTE: IF OPTK,PAL E BO SFS Ariz SUPF, 3, CENTER sf,aESARCREO ';'D. 20 GAL,_ ENO s- Es RAIL 0: DETAIL B I \! 11v A X r' 6:. x EATS WMSOR DOOR 7z2 ; K AR 724, 425, 730, 735, 750, 755 PAR7 NAME, I WINOLOA RESOEN PAN DOOR W2 B 2/27/07 ` OR aHaT St+ tiE" ? Cf 9 3/4* x I-1/2' X 3GAGC MIN. SAly. —71L Hp ZCN:AL ANGLZ. 1/4- X 1/2" -ONO 2• GAILY STEEL CARRAGE BOLT & NUT HpR120NTAL TRACK USE EXTRA 14 GAGE OR 13 r.AGE. 1/ti X 3/4' ABED OHO THE W:I0H1 Hoc ?+'EAC3 DO5•` OF ':'>' OR. vRCLAx, SCREW 1 4. X 3/4. Sr+ E uE .L SCR.1+5. f 4GAY STEEL rOR RAG BRACAF7. i1{ FASTEN. TO W000 ,, AM9 WTry I }} 5/16- X1-1/2-LAG SCREWS. j t 2i6 I: XG GALY. sm 1 1CK TRAC80LTt0 1J4112A2CpKx% 5/ 8 ETPACKH80LT5. DETAIL. D 54 NOT ors I I DC - OR r-Exr) I I r.(-.E DETAIL E I ' fElj HfAI L,OF. J BRACKCiS EACH S1{2' PptSiY.i:NS STANDARD I T GAGE ENO STILES - F. ASTENEOFDA H6DL 735 W 1 4TH TOG- L--LOGS TO PANELUSEEND CAP OVER END STILES. SEE DETAIL 8) 3 STOP MOULDING KXLED CARY 3• —jw 2+.• niGn PANEL. 6-D TYPE NA, NN1. GALV. AND16GAGALv. STEEL TOP 8PACKET WTH 1401 ROLLER HOLDER SEE DETAIL 0. 7// 4'X 3/ 4' t= J- I!EK HEAD SEAT 2 PDR ,ERFPGL STILE) STRUT .LIST BELOW TOP FIXTVPi. 2" ROLLER WITH 7/16• DV LONG STEM., TIRE: STEEL IC RALL SEE DETAIL 14 CAGE GALX, STEEL EMO AWiG$T7hLiGfEO wD SEE USE ONE EXTRA SELFDRILLINGSCREW THROUGH UW R TOP LEAF OF HINGE, CHIC) 5111E & RN PART Of SECFt4N ON H 4E LEAF. TYPICAL EACH END5 HINGE. SEE DEIAlL C 2 PER VLRTCk S .. LE) STRUT ON UPPER PART OF-cc,10N ON HIINGE LEAF. SEE BE I.4' L C USE LONG STEM 10 B+LL RCLLEFiS. 1-3/6- POLY57YRENE INSULATION 7 FOR MOD, n+. 730, DETAiL C X 16• AIR vENTS 8E3,01 0 50, IN. VJN. ALr'? nN AREA) 2• 24 L.<GE MODEL STRUT ON 6G^OM 8RACKEr 6 GAGE GALv. STEEL CENTER HX E—/ ; 20 CAGE GAL". STEEL I 760, 755. RESYyJ'dTTA:.. CA1tFR Si& E NOTE: TSLAZING DOES NOT SATISFY Itti /Ci CAGE GALV. S7EEL TRACK BR,ACxE1S. SEEA90vEi13GAGEGALY. STEEL BOTTOM BRACKET DEBRIS RETIRE 3N f8C FOR SPkINC. FASTEN TO WOOD ,JAMBS MOTH 5/16- X I-I/2" ATTACHED WSiH 2 FASTENERS LAG SCREWS & WASHERS. PREPARATIDN OF .LAMBS BY CTn RS. BOTTOM SCREW CAN BE ABOVE OR SEE OE7,NL E. S;,7QTION $-B SECTION A —A BELOW ROLLER. ROTE: ALL j NON-O FASTENERS SHOWN TO 8E 4: $/ 8- HE 20 x - LOW, H ROUST &HDot ` y1t111111Jt5'H-$I zg „ wAT A MA 1 /1 % 3/4LONG HEX HEAD SHEETET METAL SCREWS. \1 J 6 0 r'_U^1+22.2 - 25.0 + 33.337.5 Na:517S7 E S_t. pE /,i'• T2/p•_, i'y B Oct rx Sr+.^,wN ON THIS DRAWING K* VEBEENDEMONSTRATED70wRHSTANO ?nE PRESSURES 17Crpa iAj US EC IN THE TASLE A13OvE \M TESTING TO ANSI/CCASMA 108-05. -Pj {-Z //// ' 9500 DETERWNti TION OF SUrA--IL.RY FOR SPECIFIC SITES IS THE RESPON'SIBILfrf OF OTHERS. ProTe¢sonm Erq'emmr'a a C*wide0 ontyfor vwXualiw cf rwRao4 wrotrocsisn de3oif. y 3 2866 10 08 RLB jl, 2$48 11 / 1 / 07RLB 2810 3-8- 07 RLS REV, E.C.N. DATE JAPPROV rALTERNA7E CONSTRuT-TION R: F6 T I A L y NOTE: DOOR MUSI5E :NS;. ALSD WITH EITHER AN FLE" TRK; CPFRATOR OR A LOCK (MUST ENGAGE J1H 20 GACE END GAP TRACKS ON D(X.'RS WITH EX NS:ON SPxNGS), T 20 GAGE END Si ES t DETAIL B 2. 75 -- F?4 15CA riYDE 57RV1 Ill v X / 9 li P O- BOX E375 L. 7TLE P CK, nR VMMSOR DOOR 2r0891 i 01 j 1 18/'t 724, 425, 730, 735, 750, 755 PART NAME: rt Y JL' Jt'; R-SIDEN.nL Y,:N v wz eNEB LEVEL DATE Plv NC. 2/27JG7 99-R- Oi30 SCALE PLOTSCALENONEDRNBY Bti SHcGT 4F 6 N':NC tlL G f' 4.NDT P/EK FORCw^uT; f 3J4' X 1-1/2' X I7GAGE MIN, G; V, STEEL HORQON,AL ANGLE. x 1/2' LONG OARRUGE BOLT x NUT 2 GALV. STEEL HORI20NTAL iRACX 6 GAGE DR 13 OAGE USE EXTRA 1/4' X 3/4' HEx H£AO SELF 2ASOF WEIGHT OR;LUNG SCR'-_*n DOO USE j2) 1/4- X 3f4' SC_ WS_ 13CAC£ Nat. CALY, SiLE' SH£E. fiAG 3 "U. METAL 4 T? AtK SPLICE OR F c5'EN TO WOOD jAllo WITH 5J16' x I-I/2' LAC SCREWS. 2 .. A. VERC4TRZCALTRACK6r, ET E' NL E DETAIL D i , fi3' 37' DETAIL E j 3 EIRACKE?S EACH SIDE 7- i i 20 CAGE £ND STLES - FAS<LNED wrH l' OG-L-LOGS TO PANa- ff. { ( US£ END CAP OY£R END S--.Es, t (SEE DEFAL 8) sCXA.f STOP umaiMG Km-FD..EVERY 9'..-,..,+. 6-DTYPENAILW;N. 1SGA. GALV. STEEL TOP BRACKET. WITH 14GA. ROLLER HOLDER. 6 SIRLFTS SEE WAIL D. 3. 18CA WIDE STRUT juST_ BELCH! (SEE DETAIL A) OPTIONAL LOCI 2' ROLLER WITH 7/)6' 0V, SEE DETAIL LUNG STEL. IRG STEEL 10 CALL 14 GAGE C'iALV. STEilENO S*GE ATTACHED VMH (6) I SCREWS. SEEDELNLC. 3, COMMERCV. L) STRUT ON LOWER PART # SLCTKXv ABOVE IpNG£ t.£Af. j 2.75' -- j yTRUS ONUPPERARTOF SECTION NTAIL A ON HINGE LEAF. SEE DETAIL C 3' 18CA 'MDE STRUT smut -Ell LD'e'ER 2• tpyyER WrN 7/16 PART OFSECTIONLONOSTZM, ABOVE HNGE LEAF. ,Mr. Si.c 10 BALi STANOARO FOR 735 ijCALVAMZED MODEL STEMSTRUT. ATTACHES WITH 1/4' X 3/d' y LONG HEX DEAD ScE F jl( DPo: 11Rv SCREWS. 2 PER VERTICAL STLE) 1-TION POLYSTYRENE INS24. LATION 24' HIGHPANEiGALV, mRENE 730, OPTIONAL FORMOD. 724, 730, AND PREPAINTED 750, 75S, 426, STEE. 25 GCE ALL MODELS EXCEPT i 24 GAG50, S MODEL2j 13 GAGE GALV, STEEL BOTTOM BRACKET I ATTACHED WITH 3 FASTENERS. ACN LTERNATE ( zs -, 16' (DOUB' c CAR) l 4' XI .1 VENTS 4} A aA. Chi PAk 1 0 SU. SN. N1N. MCCySSE5 C?'''t OP•;Jw Ar'A ^LATER STILES (y COLUMNS CTIONA.. CERCOLUMNSHINGESi) ENS USE TWO IOCTRA SELF DRILLP4 SCREWS NROUGH OP h BOTTOM LEAVES 0, HINGE. END STILE3 FWL AS SHO*'' N _ 1. ',i d 1'Ti DETAIL C J 18 GAGE CALM. 4 FA CENTER HINGE NOTE: DEMS_ DO£S N07 54TiSTY IMPACT 1 ATTACHED w,'iH a FASTENERS {REStOT'NTUt) DEMS_ REOVSREMEMS iM FBC 1 20 GALE GA. LV. STEEL CENTER ST1tE. ATTACHED `F i' J?j A -A WIIH COG-L- LOG IN POP RNi7S TO PANE"S. I—. T3 GAGE GALV, STEEL TRACK BRACKETS, SEE ADM NOTE: A'.L NON-OESCRWTNE FASTENERS SHOWN To BE I fOR SPACING. FASTEN TO WOOD JAMBS W74 5/15' X 1-1/2' 1/4:-20 X 5/8' HE( W-TS k NVIS OR SCREWS & _HORS. PREPARATON OF AAMBS BY OTHERS. 1/4 % 3/4' TANG HIX HJ.G SHEET META SCREWS. SEE DETAIL E. C1-f Tlf N f, —S jj j jI///, W'w^TH r P%f-,rA N'EGA'rM£ PCSITNE N£GATtY£: .`iV 51T3I ODORS .CUT. ON THIS DRAWN* HAVE PEEN DEMONSTRATED TO WiTHS': /+ND THE PRESSURES = * * A * I,ISTEh N ' H TABLE ABCVr' VIA TESTING ;0 AN51/GASMA '.08-OS Joi+ aotsA . , gTA1E ;11y C 12 115 11 i RL B DET. RM nATivN OF SUTAElLRY FOR SPEtiFTt STT£S IS THE RESPONSB`LTTY OF OTHERS. j3T 21 iAIR AIi 0 i Q• 'O' 1 B I2566 3 }. 08 1 R`B cez Itoa 3) t J 7 .a'-.!24Ri p ,+ Jsd-2203 ///$illjltll A 2940 13 $- 77 RLB Rt3 PfsNttsiC+ aol £ n¢` nFt 9 ftC1 d aea o y fx .az1 of REV. E.C.N. DATE APPROV, w,CfdtDOC COMINCGOA M1PRL. 16CA. [rr c,.. ( j.= TAIL B NOTE: DOOR LUST 6 0N5'ALLED AfTH EITHER AN F EC'R`C O?ERA-OR OR A LOCK ( MUST ENGA4E 80-H TRACKS ON DOORS Wf'H E)TENS'CN SPRINGS) Q0. BOX 8915 LlTt LE ROCK, AR WMWW OR DOOR ( hot) 13915 . MODELS: 724, 426, 730, 735, 750, 755 j PART jj WIN[3L0A0 RcSipEh'fAIL CAN DOGF. I W2 62/27/07 S _ q 0 RR g-Re- f SHEET5ur c 3/4' x 1-1/2' X 13 GAGE w4, CALM. STE21 HORIZONTAL ANGLE. 77M (p 1/4' CARRIAGE 80LTS 2 GA v. scot H P.20NTnC TRACK f 6 GALS 0R 13 Gw 8ASE0 GN T:L w27CKT SHfE7 u_TU. SCREw5 13 GnGE 4NN, GiLY. STFZI TAACx SPUC£ SEES DR7LLRIG SMEN ca+ rAc 5/j16' . FASTEN TD wDor, YN 1-1/2 LAG SCREWS fiNDETAIL D 2' : 3 GAGE UUV. STEEL IR71C& TRACK SEE ' SETNi E 74' (16 X 6) W ( t6 .7) HEiGZ NIl NOi I li I M' III, Y flj firD`it iI 111 J' {tS X 7J iHTA L E 5 BRACXETS Ei.GH 50E1 t f2• IISULAPCltSi1'REHE I STA^IDARO PGR 2D GAGE END STILES - FASTENED uODEL 735 wITH 10G --LOGS 70 PANEt. USE ENO CAP 4. cR END STIES. , 1 SCE DETAIL 8) 1, 1 SiJr ViivUANG NUL D Ev:-'ti 5 1 b-D TrPf NA;t ui.N, 21A, 2A_ $ H-GH PANEL CALv ANDLS EXN' ED 2' SIEE. 25 G„E ALLvOoE i4 GGf WOEL CA- S.'^ CE>T, ti C+ 750, 755. A. A. HEP 'YiTY+ 4 FASI4NER5 (R S+AENi1'") 3 GOE L2,Lv. STEEL TW.CK BRA1:%ETS. SE£ ABW f(}R 5PACtNG. FASTEN SD -COD DAUBS b'fiH 5/16' % 1-1/2" C, Cf 7ifl Nj i1^i1 LA; SCREWS h WASnf3:S. PREPARATION L7F 'µALBS 81 OTHERS.E ti D SAL E. NOTE- ALLNON-DESCR"N'E FASTENERS SHOWN TG 9E SAS TIK! -o A'-?O X 5/8' HE7. 30LT5 e N4T5 Goft9 3 1/4'HE% HEAD SHEETuET, I SCREWS, R i iy { i a•K^ f., v4' !^:'SF1 NS A 1zE 4TSf'' nv4s'uE (NiECATA'E a _j7 0'+26.D —29. 1 +39.D —43,71 ODORS SHOWN ON TNLS ORAw3NG HAVE BEEN DEVANS7RATED 70 wTTHSTANI`. THE PRESS;JRES L:STED IN 7HE TA&FABOVEV!A TES704 iO ANSI/0ASL44A 108-05. UE TfiiM+NA7iUN OF SUTTABkli1' FOR SPECIFIC 97E5 15 THE RESPCNS1911.E1 OF OT>4 5. i 3 GAGE GALV. Silt TOP 9RAC< T YiT4i 1G GAGE ROWER HOLDER NOTE HOLDER S . cTRLIT JUST BELOW vRH SEE DETAIL sue{ G STEM. fa' LONG ilijj 31% r, ALE1t. t£: STEEL t0 Bnll. TEESTRUTONUPPERPARTOFLW SS7i EirDETAIL CtNGC STRUT ONLOw£APRAT OF SECTION Ati9.0'F HtN.'Y LEW, 1 WfiN 6) taNt£..iLniTA044( p SCRc' NS. SEEDETAILC- 3' 1 ST Rt11 0"LOw ER PART OF SECTION ABOVE HINGE 275' — tiff. STRt11 UPPER PAINC JETAII A 3, 1 WIDE STRL^^. EAF1 SEi DETAIL C. GCY,Wi2ED STEEL S7,M. ATTACHED WaN :/ 4' X 3/A' OhG , EX HEAD SELF DRY JNG SCREWS. 2 PER VERTICAL S7. L£) 1 /a* PO4YSTRENZ L WG AT10N OP- ipryv, £OR .--D. 724 730. J5O J55, 426. GRLT7 ON E3oi ov BRACKET. ATTACHED W. TH S7ASIZNV-1 BPAC%ET HURRICANE ROLLERS LC4JG STEu uADE VRTN HIGH STRENGTH STEEL) 9'a{i 1 Bt fli6 l! i f. F 1 sins n., emu.. flflf3>Gu f l RG. v N. ON AREA) E 1WG *. aCTRA Sal GE. Esc STU DE7AiL C NOTE GwRiSCRCUnCjT SATIS FBC PACT DATE 20 GAGE ND Si:tiS D E E A11- E NOTE: OD.. R mLST BE INSTALLE'J7r ORnAEOTK {{u4S N.AC G9.,7.1 TRM;KS ON ODORS wi CX :NSi_ V: SPRNGs'. P,O, ypx bst3 pptNfl80R DOOR ? sotT)' s z=,s;a MODELS: 724, 426, 730, 735, 750, 755 PART NAVE: WINDLOAD RES)0EN_-!At- FAN DOOR i w2 5 i'r4'G. NC). 9-3-OK 7E-, " OF 5 Florida Building Code Online Page I of 5 0. BCIS Hot-ne Log In Use, Registration Hot Topics Submit Surcharge Scats & Facts Pobicatlons FBC. Staff KIS Sae map tjmks Search Product Approvald *r LISM Public user J, I ca o s, ,, > Application Detail App Qy,IlBeU , "r, Mc or V _t,. FL # as a Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 f-BC Approval Date Approved Ft17676-R6 Revision 2017 Approved and ratifiedApprovedbyDBPR. Approvals by DBPR shall be reviewed by the pOC and/or the Commission if necessary. mi Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsiidmger@miwd.com Brent Sitlinger bsitlillger@rniwd-CO(-n Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE W - Hardcopy ReceivedValidationChecklist 5ulmhVA AAMA/WDMA/CSA 101/1.S,2/A440 Method I option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 1 w(it,,VXowti)qvl-'(iY/,S.lr/``I,'IZ6... 3/1/2018 I*..- Jil ,i,nx?Daranv Florida Building Code Online Pagc 2 4 Summary of F11 L 11 # Model, Number or Name 17676. 1 3540 5H Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 lazed in accordance with Other. LC-PG35. Units must be g ASTM E1300-04. 17676. 2 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676. 3 12540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 17676. 4 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676. 5 13540 SH Description 3604 Fin Frame --- ---- Certification Agency Certificate FL17676PISCCA6_AhC(_1135S C732__7.01 109 47l.pdf QualityAssuranceContractExpirationDate04/ 12/2022 Installation Instructions F117676R6ItInstall - 3540 SH 36 x74 Fin ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 other- R-PG35. Units must be glazed in accordance with ASTM E 1300-04. 17676. 6 3540 SI1 36x84 Fin Frame Certification Agency Certificate FL17676k6CQ6Q-Apt-'_540 Fin 36x84.df Quality Assurance Contract Expiration Date 07/ 27/2020 Installation Instructions FL17676 R li n t II 540 SH Fin 36x84. df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate F 17 A ARQ AI,! odf Quality Assurance Contract Expiration Date 08/ 26/2019 Installation Instructions 4 H Fin 40x66.p f FL1776R611In,WIL 5_4)_5AF Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 lazed in accordance with Other: LC-PG30. Units must be g ASTM E1300-04. 44x63 Fin Frame -- Certification Agency Certificate 4 x B( EI376.36 CPS Q EtO- Quality Assurance Contract Expiration Date 05/ 26/2020 Installation Instructions 4 H Fin 44x6 _ f 3'pd- F Verified 6 y: American me n'Architectural Manufacturers VerifiedBy: Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4402 Fin Frame Certification Agency Certificate FL17676 R6 CQAC APC 3540 Fin 44x7—LR f QualityAssuranceContractExpirationDate08/ 01/2022 Installation Instructions 3540SH Fin 44_7 _ df FL17676 f---ki _[ns5.__ x_77:p_- Verified BY: American Architectural Manufacurers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame ----- Certification Agency Certificate FLi7676R6_CCACAPCI10816jC-7324 01-10947 h,-pdf Quality Assurance Contract Expiration Date 04/12/ 2022 Installation Instructions FL17 76R6 [l inatdll 3540 SH Fin 44x84 df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: nro/nr/ ni- ano dd.aspx?paratw=w - lVXQwtt)dvFCiYZsjr`I.FRG... /l /2018 vioncia mmoing k- o(le kniline kil -) 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25, Units must be glazed in accordance with ASTM E1300-04. 17676.8 13540 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 Evaluation Reports Created by Independent Third Party: S2x84 Fin Frame Certification Agency Certificate FL17676 R6 C CA APC 3540 Fin 52x84. dfC _--- -- ------ . .. ....... i --- P Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL1 - 7676 R6_tl__F[-_1-76.,76--Rl.,Il_l,nstoti, 5L>a4---pdff Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3604 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6-P&--.511851B-1252.pd( Created by Independent Third Party: Yes 17676,9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 Q C1540 FL5 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 7676 REL IL- Pf -Cl Verified By: Luis R. Lomas, PE PE-62SI4 Created by Independent Third Party: Yes Evaluation Reports FLI 949 5406l 4 _ELS__3 x._p ._ _#f Created by Independent Third Party: Yes 17676. 10 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 17676. 11 13540 SH 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 17676. 12 13540SE1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 44x72 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 28/2022 Installation Instructions EL176t76_ R6.-LU$-01247B 10.pAf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 - R - 6.- AF _5_Ltq!j9B-.j.Z-4Tpd' f Created by Independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate Quality Assurance Contract Expiration Date 08/ 28/2022 Installation Instructions FL17676 Rk-TIA 1B 1--PAf LVerified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 B 137 p4f Created by Independent Third Party: Yes 52x62 Finless Frame Certification Agency Certificate FL17676 . R6 - _-CA CQuality Assurance Contract Expiration Date 08/ 27/2022 Installation Instructions Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:// www.floridabLlilding.org/pr/pr app_dtLaspx?param—wGEVXQwtl)qvFGYZsJ'rZFR6... 33/1/2018 Florida Eluilding Code Online Page 4 of 5 FI 1 7676 R6 AF _513015A 2269_pdf Created by Independent Third Party: Yes i J W 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate FL17676_-_R6.C--CFlCApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes APCj10§1£3)C732S1-3_pdf Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions FL17676 R6_[[ OS -02270A,idf Other: R-PG30 Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270,pdI Created by Independent Third Party: Yes s W 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate FL-17676 R6 C CAC APC_35_,0 FLS 52x84.pd-fApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +25/-25 05/26/2020 Installation Instructions Other: R-PG25 FL17676_R6 I[ Qf"-Q 514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 12141 3540 FIs 22A84.pdf Independent Third Party: YesCreatedb ra.e17676.15 3540 SH 48x72 Fi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726:OL.kdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 07/20/2019 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 II Install Instructs _-3540 SH _EL N 48x72 (As Testedl.odf Verified By: American Architectural ManufacturersASTME1300-04. Association 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 FL17676 R6 C CAC APC 108171C7327 01-109-47 - 16 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +35/-50 04/12/2022 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 [I Install 3540 SH CHS Fin IDBA74.pdf Verified By: American Architectural ManufacturersASTME1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x71 Finless Frame _ y17676.17 3540 Twin Single Hung Limits of Use Certification Agency Certificate FL17676 R6 C CAS—APC F19Q2.01-10ApprovedforuseinHVHZ: No 47-R0540 Approved for use outside HVHZ: Yes 2—i df Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 -R6 II 08-029.97 -_ Anchor, Qp.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6_AE_.SL385Ipdf Created by Independent Third Party: Yes Back Next Con act Iss :: 2601 Bla r Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, o ri hl 2_.007-201 Sate of Florid :: Privac [atement :: ArLe s i.biliSY S rg2.t gemeot Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, Con[aCt the Office by phone or by traditional mail. If you have any questions, please contact 850,487. 1395, -Pursuant to littps://www.floridabuilding.org/pr/pr_app_ dtl.aspx?param=wGEVXQwtDgvl,GYZ1T-ZFR6... 3/1/2018 Florida Building Code Online Page 5 of Section 455 275(11. 1101,11,1 !ZAI(Iltel, effective October 1, 2012, [,Ceu5ees licensed under Chapter 455, F S, must provide the DePartircut loth all oulad address iftheyhaveone. The elleoll P101ded May be used for official CO(rouloication with the licensee. However email addresses are public recruit If you do not wish to I address which call be made available to the public, To deter mine f you are a licensee undersupplyapersonaladd, esl. peal,e 11101-de the Department ..th a, email addre, Chapter 455, F,S , please chCk hgr_Q_ Product Approval Accepts: M ON 11000 RE M C redit Card Safe smuritym littps://www.floi-idabtillclliig.oi-9/1)r/pr_app (iti.,ispx'?ptraiii—w(il."VXQwtf)qvl-'(iYzs , jrZFR6... 3/1/2018 ELEVATION 2" typ. Sb ^ r8' o.c i-- max. 2' typtyp. 1 S" o.c. Max. I P0 I f i a'3 CLEARANCE ALL FOUR SIDES) HEAD DETAIL F1ASH1 BY QTHE Anchor See Section Det IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. Min Edge 7/16" % SHIM AS REQUIREDH4:S Ti--,DRYWALL Min Edge 7/16" SHEATHING171F JAMB DETAIL A GENERIC TERM WHICH nti i i fnNGEWITH '1/2' FRONT FLANGE) Il x 1-5/8' SCREW (SHOWN WITH J' SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL Notes; 1. Installation depicted based off of structural test report #82133.01-109-47, 2. Wood screws shall satisfy the National Design Specification for Wood Construction 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 oil design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7, Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from corners and no more than 8' on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40,10/-50 UNITS UP TO 36" x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) M1 Windows & Doors Gratz, PA DAM M, R, 12-14-09 INSTALLATION INSTRUCTIONS FASTENER SCHEDULE — FIN — 3540 Single Hung II NONE I I 3540- 3'40 SH FIN W JS 'MAX Yr n_ J S" 0 BF SPACFD, :EF 1UAN7ITY O — 84" MAX. r/ FRAME HEGrT MAX, 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 wio0t (in) 24.0 30.0 3&0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 48.0 3 3 3 54.0 3 3 4 60.0 4 4 4 66.0 4 4 4 72.0 4 4 5 78.0 4 4 5 84.0 4 5 5 H__.N 2 -3 NST 1,T _.J Or ALS I IHr PROCUCT SHO rN HERF S r S t E I AND RFQJ, I- FM N S OF t CAP 8rr_[`'G dE 2} WOOD ;RAM N3 AND MASO"4R+ PR RL TRANSF R A TO +R;%RE ^. OPEN tiG .5 HE ;{ECSPvNSh B.. Y OF _ AR, t+iTCf BUC'W OVER VASONRY/C. IS 0 4iON1 W. i7F ly, c DISSIM, AR M JERi YUS7 EiE S RA:RA,E) INJi, APPR , G ME.MDRANE. HLECI,.N JF :._A':N(; OR MEM9Qi +_ F E OR 4) A OWA9LE STf{=SS INCREASE C, 1/3 AA, N07 USLL N Tti"E RCJJCT SHG SN HERN. WI" L C D DURA'O;. . P:,TQR ,.a ,-,F , :?R hOC,"I ANC OR CAL 1 JGI 5' RAVE 64AERiA_. X j vcS RI C PVC. g; SA- JNIT-, VUST 3 RFi^JF YT C Ft.,ic IL, ,qUc 7': utITS MIST B£ G tcC Rcr2 ASlt: E1 zCC-C4 6i A PFQ ED 1 r CT F.t.-... vc SYST-V " R "., ,i-S 3CFN... 6.BRS RE304, 9} A$ RE0 RFu A F 1CH NSTA:_ATKON r ^ t L Sr+E Y:F 4'. ,i A=CF 11., OR iRrA .. YA} Vvd cT.•CK " tiE t / t, .. IN tif>TH O, A'_ H!FVE _ 1 f 4 J,.N M. U _,VHE ', ,i- S 3,/8" ?v! k: PAUM EC S.,' sr= _CCAT ,w:'HL JS`AI_iA ON LS. 1i1'r0R ANCI.OR'. NO iNTC PiO0D 1Rk4,=NC OR 2X HJCK USE c5 S IFF U!ENT LENGTH TO ACHIEVE A 1 31/ i6" M!'i,Y "1 9F ; iE T N" SJBS7PATE LOCATE ANCHORS A SHOW'J IN C,_EV,TCNS P J OETi, LS. 12J AL ' ASiENE;S 1U 6_ CR 0SK)N t.i >'Ai.iJaJ , AN<Ct J.S S},'AL, bE iNS h L{_', FT 6—RUCT!ONS, AND EC 'IN SJJSFRATILS %' TI Av 7 E , .}d_ .. .. CCP.: RESSl.c "REPJ' fl 6?A-ON'Y - S`RF%";TH t.G `iRMea .,, Ri. SIGNED. 10112112011 D RtilC0 MARKET STREETDOORS 6501WE TYA' 1 GRANTZ, PA 17030-0370 0 &251 *= SERIES 3: 40 FINLESSPVCSINGLEHUNGraINDOv.*. STEEL REINFORCED - NON -IMPACT 36" X 84Gs//K{'(,i ELEVAT16N, ANCHORING LAYOUT AND NOTES' SLAT 0 0. V.08 01372 s NTS ` 10/17/ 11 - 1 ^'3 I j 9aK/WG0 1`6""' opra, 2x gy Q T EXTERIOR 1/4- VAX Q 0", HpD To HF S7T 4 A t-ED, I)F APPROAI cSS' WcIvy ajN7 APTIAPPR nL 70 8E SET IN pD C)F APWGA() ONAonEsi",E ssm S SECTION VERTICALCROSS - ------ GINSTALLATION 2X BUCK/WOOD FRAMING 1p, Lf L', By ONEK 2X UVA TO SEC-, INTERIOR EXTERIOR Foall TO RF Sy *4 BED OF SLAIAY HORIZONTAL GROSS SECTION INSTALLATION 1 - mycv. by AND LxAERI No- snOWN FOR MAN& M! WINDOWS AND DOORS L 0 41 /Z 650 WESTMARKETSTREETENqYGRANTZ, PA 17030-0370 SINGLE HUNG WINDOW 51 40 FINLESS PVC T SEWS 35NON -IMPACT 4 STEEL REINFORCED - NON X 8 DETA LS FCII,KiNmml- TAT INSTALLATION 0 R I'D 08-01372 VA. ONAIL NT " W/ Opl TW 2 OF 3 ix P 1, S"F Ax J, 4, M Tl '-F7F F N A HD OF AIPPOVED lo is-f-ju,"liON SLALANT, 1 7 --1 1414 'L -,; EXTERIOR - J INTERIOR N r, OFAPP R OVE D CONSTRJ, 11',N A HEST',` Ir ONC F, 7 PF i j L VERTICAL CROSS SECTION MASONRYXONCRE TiINSTALLATION 4", M4X BY OTHERS INTERIOR 2 DST. J- NA' IX 3UCI< By EXTERIOR OTHERS, ;?UCK TO BE SEALAN' HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION 4Aj WiNDOWS A,,i'D DOORS Wlilljlll P, - L650WEST STREET70 MAR7030-0srENS' p 3K,'-' GRANTZ, PA1Aol SERIES 3540FINLESSPVCSINGLEHUNGWINDOWSTEELREINFORCED - NON -IMPACT 36" X 84 q, F- INSTALLATION DETAILSpoTAf 0 W6: 0 R V. L. 08- 011 372 111 ON Al, No III I0\N 3 0, 3 NTS 017 / 3 C)F 3 26 IrtAX, .. r j/ r F i//. r ? t MAX j SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING i _IMPACT RATING 40.01-50.OPSF NONE FNumber.1 anchors required at each jamb E7 N- F R R 2 C G wa f h t r R. o v5 R I c C MG IS ,E I_N- D, R MT`r v/,C IF niyN" F q^I, F J F l C ;n• A ezc h' lH _ R hi C T z q 0NI S SPACIF 0) AN t Rtrl i A ..a" l2 N i2 3 v>TH= +"i A niE A 7fc b H IM M Hf P ,. S f.,., ,. __ , M , ILM EU -i t 3S.A'LA Qh . F`ll-" k 4b w 43 SJSS"R T OCi E ,P:1tiOR vTA5 12) ALL rASTcNE S 1 UOia aJN fa dt ANCHOR SN C P Ih iA l d P JR °Ix F'r. RANUFA I rr'g IP.iAF+ r h°>. J Cr . .. _ _ ._•. . LJ Jf J x NA 'N SPt:. Rr.'1 Y t' ,2 h_ Yr-OC £ } t _ tS GRFATERj. SIGNED: 10/2112011 M{ WINDOWS AND DOORS RII lL OAA 11550 WEST MARKET STR£ET 3 GINS qS FGf2ANTZ, PA i7v30-O370 PVC SINGLE HUNG WINDOW+' ir• ao,.S 51 - SERIES 3540 FINEESS STEEE REINFORCED - NON -IMPACT D X 84 EEE' lAT1ON, ANCHORING ! AXOUT AND NOTES ter TATE 0f ; LU 0 , ^ iO, r ''ZORI A.? v. t. OS- 01 372 i ONIA1 sc:. H. NTS '`t 10/17/1,, ..`° t OF 3 2x y A S, T N A INTERIOR f)C0F F- 2X9, 'E 2 --K S X yC)7,, EXTERIOR INTERIOR H SE- i' D ON ArIE&VE VERTICAL CROSS SECTION FRAMING INSTALLATION 2XBLCKwOODFgEXTERIOR ANCF TO °E 1r1 HD OF HORIZONTAL CROSS SECTION F, -,, CrW000 FRAMINC, INSTALLATION AN',, LXILRtOP S, L Y Ml WINDOWS AND DOORS 0 41 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 lSTEEL REINFORCED 36" X 84 NSTALLATION DETAILS a TATrO7 -4 tORM - V1 08-01372 11;1610NM. 1 jsca, i, NTS 1:`L 10117111 1- - 2 OF 3 L N07 3 vAx, D SLA A ppCvEDBEDOFAP i--ION SLAL11N, EXTERIOR INTERIOR 4' V M VERTICAL CROSS SECTION —— i,MSONR - YICO , NCRETE INSTALLATION F m B F, MASONRY/C,ONCPF 'L By OTHFRS T V N, MAY im 3 i 1 INTERIOR EXT ERIORRLPR 7x HORIZONTAL CROSS SECTION tieI6NWY;&&N&9ETEINSTALLATION NO f M! WIND()WS ANC DOORS 650 WEST MARKS' STREET• r, E N s P GRANTZ. PA 17030-0370 e SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 51 05STEEL REINFORCED - NON -IMPACT 36" X 84 TAT OO F - INSTALLATION DETAILS 4 4 0 R 0"-r 0NAli. 08-ol372 V, L. 10/ 1OFF 3 7;/1, 1/23/2018 Florida Building Code Online BCIS dome Loq In User Registration j Ilot Topics I Submit Surcharge Slats & Facts I Publications FBC Staff BCIS Site Map Links Search b,,, Product Approval USER: Public User ProdU"Oonlyal Menu > er2Au _nLAnptitationUZ > Application List Search Criteria 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 Search Results - Ap xtfcatfons ELA lyko Manufacturer YBGdated By Status FL 644- Z 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 Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: I Btair SlQpQ Rid, litflahaSSee rL 32392 Phrlpg; 650•4g7•.1024 The State of Florida is an AA/EEO employer. :: Prjvacv St9=9rli :: Arroc;4iliy $tateIIlenl :: Bet -no Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487, 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click bete. Product Approval Accepts: 99 EM Credit Card Safe hlipsJAvww.floridabuilding.org/pr/pr_app_ist.aspx 1 /1 S LS GNED AN' ACT 0 7CMLV ili JCTO J, P,- M- NTS OF T--" C2<fDA GUUANG "ODE. CiHOR TO P-OP'PLY o ;E r'Esic-NEC ANI AN A' 1 '03': op,' UNG ICTI: pF CPEi, Nr, IS THE OF 6 OPTIC A_.. I- LESS 'F", N UN;IS MU l B' Wl It ti. AK r;,CTURCWS U j jF 'RAT - THROU AC(X'Rl 1 y FA S-;f N T) n'RFC-'l[3 Y INJO STALU, TiON Rt, IC71ONS. ANCH(IRS SHAU. BF SFCUR U )R OTHER S.1,OTj VASOI,Ry, CONCRE7- pAL SUaS R JC MATER'14L A. j',F ', FCt,PFAy OR CRFATFR, F00< AHr WOOD CUC RA E yl t)NIts MAY IRAL OjIND(, T FSS M,',5O"- 4RY, - _ ICU R Itt A_ 100P(;ANOF KiTH THR uo4 TO SF jp!, tVOOD ilijCK REP* S 'NsPVC,"ONS, MjlAP p PROVED r ALS tS THE RESPONSlal(- I y OF wNG cp CF COAT'NG 07,' ME ViNDOW ACE 0 OR A,-3 -7RAME UM ALLOWA.'LL Sii,M 'IACK VAX' M CAPAI 11 Ar'--U[PA!4C MAD-L ACLC LOIA, - WOOD -',CHOR OA;-C'JL' 4TONs' RA F;Z 10 CIA, V. CA AAlb{} N wlt,- o Nc 3 fCT€rES— Is "'6 WO- tp,,,Kw4G CR 2( C VE F;, A, VINVUV -MaL, N. jNTO SU ? st-iCIIN WITT; jl S NOTES EL0VATiONS INSTALLATION I7E1 wcls*- 01% Ajj. FASITNERS 1(' t 4 C,) RNOSIC. N PESISTAN7 EO IN ACCCRUANC71- A 1 NS ""-I t'o7 B'- 'N UANj ACIJRFR' S -LATION (, KINS AN7 ;',NC BE I r- St)BSTRF"-s WITH I' Ess - A m THE vimmuv S*lf< C;RA x OF,0.47. 'q, ,p,, jC D AP ROVED OE 47. GEUMITR C 'pr " pc t'PPROVE yn, Y SHAU AS' A Povm 5HOWN 2 SHAPE', ARE 10T M( TFD TOSj"P I I ' cct"010I"G NA'8E' 1 PROOLICT Ai' O I AB p t'N"-IrZ I j,-'()SDUTCS. 37,40SP, 3500SDUTES, 353GSP, 3540P)(. 3-40T, 3 32< CPW, 3240T, 3240SOUTES, 324CS-. 3500HPP`Y' 350,,`P V, S 'T, 0-3540"DJ'L" MM-35DCIRW, w-3nooT. W 3,40PW. W3,54CW 1 ` CSP, ORS SIGPJF-'O: 02117120 16 1) 10 MI WINDOWSAND DOORS D OWS N 0 STP. ECT 650VjESIMA. ' 1 7030037 E N'Y' - GRATZ, PA 50 F XE D DO 0 SERIES 3500 FIXED WIN A 96- X &0" NON -I14,PACOFT4ATO NOTES C> A'l DV. 08-02559 scat NTS02/04/ t6 2" ANCHORS SERIES 3500 FIXED WINDOW EXTEMOR VIEW Fw,,NsrA.LLAT'0?v 11A ,ESIG" PRESSUPE RATIN, fAVACTRIAPNG 50,0l-60.CPSF NONE NO'` S : VA)0M(;M Slil I'ACE' X 1/5"' 2, CHART Height Vll WINDOWS AND DOORS 650 WEST MARKET SMAC GRATZ, PA !7030-0370 SERIES 3500 P'XED 961* X 60" NON--NPA^,T ELEVATION RAW'. I SIGNED: 02117120 16 N //l 0 - 0;4lo 153/e0CIAITEOF 0 011ffil IWO tt.H Nf) r SCREW 3/Fj' MIN F^r,E I"iTAtiCE: EXTERIOR SCREW h I " I VERTCROSS SECTION WOCO FRAMING OR 2X BUCK I,VSTAL!ATtON 1 CD FRAM: NO 8Y OTHER; 4" µrx. SWIM SPACE i INTERIOR NOO' J FRAM NG By OTHFRS b WOOD SCRs' 1 1 /4" ( i FAIN It E: t BE --- - - L APPROJFD SEALANT BEHIND FIN v' 4EG ;' E `D+STANCE MAX NTERIOR a EXTERIOR FEyK!:: a3S _ t' f SrrA'ty N. i'. ! •.. REV - JAMB INSTALLATION OETAIL waa prarr G oR Zx s!N;K rnlsrAL: ATr,.x, S1+ ar`. SP^Ct. NOTES: f. INTERIOR ALAS, EXTERIOR rVISHES, IIY CT NQRS, NGT SitOWN FOR CLARI%Y. Z F'ER(ME ER AND JOLVT SEALLANT RYOTHFRS TOFF y DESIGNEDINAGCORPANCEW1rNA,`3TM E2 r I,-"' ' I— l I ;t V' WOODFRAMING BY OTHERS SIG NFD' D?Ji 7120 16 N41 W NDOWS AND DOORS 7 R. I Ltd/ i Si ` NNEST to Rrf`T STREET- RATZ, PA I7030-C370 d. EN0*. LP , SE. RhES 3500 FINED WINDOW' 0 5€ 95" X 60" NON--i:rPtCT-d` FIN lNSTALC.AT?ON C£TAit_S s 08--02855 ONAL 7jlit( ti4t« ICT:r3 OF 3 rv.r- NTS oATr 02/04/1E __ 1/23/2018 Florida Building Code Online Bcls Home I tog In I User Registration I Hot Topics I SubrnR Surcharge ( Stats & Facts I Publications I FRC Staff I BCIS Site Map i Links I Search d, O Product ApprovalUSER: Public User rSiy,I,2jrypl¢rt. a p,{gfyuct tx AgpJat4tui r`.0<}j}L > Application List Search Criteria Refine Search 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 Search Results _ Applications EL# Mdlwlactu>_sc ValidatedBx Status FL18501-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 Approved by OBPR, APProvais by DBPR shall be reviewed and ratified by the POC and/or the Commission it necessary. Contact Us :: ZG41...0k ._,z1 FR I QI)one, 50,467-1824. The State of Florida is an AA/EEO employer. f E100da. :: e Qccess,iLility„5tatement :: (iefund Stat rnent Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record, tf 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: Ir } 13 Credit Card Safe tittps://mvw.floridabuilding.org/pr/pr_app_lst.aspx 1(1 ti S: HPEIV^kC OP.e,D TO CCMf''. y HtT"71 RE +7lREu.EN7- r THE F ORCA L it .NG r' •`)E. v 'F riF f,!f>:i 3 JE` Lr bG. Fv( AN Hi;RE T+D PkO _!?LY t -U C4ABL TRE a _':RJ`Sc sf1 NAS aO U tN TEE i"R.GUCT h iN rERLIN tht Dt kni ;:iN t;CT-:R CQ-7.6 ',VAS JS`_© FOR:CC ANC6iGR CA .ULATiONS, t1 APPRCYV D IMC,,., PA r } P>*EC JVF YS`EM S NCJT REQ. IREI` FOP `Fi{S F H[7L;L;C: ik V:1` - Fi :<N` DEF3,,S 12to LF' O U:ND cJNE 3. DFS': li PRESSURE A ;IVSTA t 1 >' ,F.Lvl95 FtJ T 6:- 7APPR4VLU APFL N Y I) MU - t SC At Rf...r us K ,+ 3 ..:' Pd G 3. Est, ARJz _;Ff TED . , THOSE wtkhtSFACTC3rtEG BY M` I. P7 Ff2c r` Ml. EC` t.417 to r?t N YCL O BY THE t ',,t.;N P_ oJR., CF Te7 Mt,l. 10N G< 7r'r II,, .VIDUAL ti5 OR Xt + T. '1vG A aC:. E 2- h,r: T EXCCEi-EDaIC 4;1!o is A N: .T £: GFD ANv uU 1 t ,+0R_C ,nCCt3R;.,:NG rS o c HE 1 t 4 ,," TR i T7 -Ns OE.F td D PER rLn2tCn „iiD;FdG ..:)DE. CHAP P s 2` OEF YN 7RFr I' T lF{ fF FlFMt1 A FORN'RiBLEARY W!DT'i, F ROO :0 - LOCA,1C r, ..; I N 4j1Y (I)NIT HF:^,Hf) . NV Th BU ARY V Ir'T -_ AT c Rom: CT v may. KJ'n Al NO CG 1MNJ.^,NT t` 7NC TF 4a 3LL•Y3N PFSo F= +M1fr it MFSLNJkriA7iNi 44Ui Jr AI M T '4=,1_ rc „kEA'ER THAN RE .riREv s pRFcc rP ') Tnt:," i' S'tP N TaiBUTaRr hw"*lTth z At+lfi ^Jri Ft FS: rR 2X FLCK ,rS i Cp Arai-; RNG [%TcWOOD cc-Nr F O :;aE E I f c{.4iA M REIN ., H StJ. } FN ... G•. FMPFDME'yT. LCCA' ANC 'Oz, AS 1-HEET 3 2} F R 4CHCp,a s Yti O [,tiv 3 T'. USF 1 4 UFrfC`LN LEN' Ti- 17 ACiJiEVC A 1 A iYF, -+, 2 ? FA.NI`v!„ M EDGE SE A3JCE rICA F. ANC SHO'Nti ih IN 'AE. 1. T N ['-,'AlSHEET <" 3} ALL FAS" NERS TG 3_ . kfi0>KA' RESISTANT. tftSTAf_a ,N r'Vtf-G* iS <HAL7 H} IN t :N ACCORDANCE AV ; Ati; tG,R 6FkN{FF ,TIJRFt< Yh F LAT+ON IVoa. 'CTION AN§"G'r .S A ,,--HCRS S4AILL Fa0. JE ` Sru SiJBST A S tk6t. T E55 THAN THE MIWIMUV cT SpCt 3C GW A WOOD MiN milliv Sp,-clF" t:.' of -.42 M NI u" COMH E5 I E STft t •TH Q %OE YGN NE _ RA, c C. uA> r Si,RY S'^' t.+ Fr' C bFORVAN „E 70 A.;YM 9U r FE I {i 4 G REh EP 5) .O AiTn H M a..! ON TO CLIP SE ,+ SEu;' t L t> c .:,, 5 t Sr `rA LAC C'g'.' LFnt CRc'ia "P G ,=R i-,O S Ft, i, o> 2Lt> h.f.E NG. OR;f.. U 'Y h6AN„f ACit. TABLE CF -CNTENTS SHE; 1 DESCRIPTiON T I NOTES 7.Ntli; Uft4TtONS AND DP CHART 3 k iN>rA1.4.ATto, 4 OEIAILS K' VStJtiS _ 3 U 14, 2— S(CPJED: 0610712C 15 t I WINDOWS AND DOORS Lo",/// 650 WEST MARKET STREET GRA7'L. ? A 77b3C-C330 N,,` Y"P.. Et7S v,,\G F'; u' F M-4926 - VERTICAL MULLION k81 83" MULLION SPAN GENERAL NOTES A TAT.. OF Q: 5 © C8-C74h5 ONA. \t r/ t1( Iff4ttl l cr NTS DATE 01/11fi2 s c 4 Or" 3 Gt.4i S1, NI:s7ti 7t fi{ r WN'DOW, WINDOW l s s I i WINDOW f ¢f} Qtv jij i ..vbtFsf=nr L` ttii3TN I v!i --(-- W2 -- t i Fkr,6i% ,I 5'G'tNLkJY/ IF.UCEit}N i 101 S 8- _.. _; 107 COMBINED WIL11H ....._ ( COMBINED WIDTH a '-' 74 Wi --- I i .. wl -rf j.- -_ .__. yiz _......_, fWINDOWwlNDowJ S t J ! IP8, ;! RpAk s; V•7NWFJ = WFNDOk!i HEIGHT fT jMJLL10 ANI 4 d t # t SPAN, wl-_.._.. f.._ 1'12 IiI I 107 3/8 107 3/8" COLRlNED WIDTH LCOMRWEO W1DTN tw 3j8` COWP1NFD W071-1 WX... ....__- f T-/ i WINDOW FRAME HEIGHT IWiNDOW{{ 1Gt{ MYfNt7CiW' f I SPAN} I` t rr `. f 3/8 -... C0101541S+U WIU1H APPROVED CONFIGURATIONS MUL IIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN, Design pressure rating IR3l Units anchored In ta maven /concrete I Mullion span (in( TrlbatarywfdUs OI f6.t3 25.50 36m 4200 4&00 52.13 2&00 130.0 130.0 130.01130.01130.01 130.0 I 37.38 130.0 130.e 130.0 130.0 1.30.0 1 .0 49.63 130.0 f30.0 43G.0 t30.0 130,0 130.0 6L00 f30.0 115.4 Sl.$ 79.3 73.9 7t.5 65.63 t30.0 9Cv6 7Z.9 65.5 60.5 1 58.2 77 0 99.3 72.4 54.0 t6. i 44.0 42.0 6[00 6?1 1 45.0 33:1 29.f 28.3 24.9 LARGE AND SMALL MISSILE IMPACT. LEVEL D, WIND ZONE DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE M1 WINDOWS AND DOORS 650 WEST MARKET STRIF GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS Win: r;nr. rea V.L. 08-01445 NTS - 01/11 f 12 1 2 OF z SIGNEO: 08,10747015 B1 UTHERS ja" TaP:;ON 4.F^t IS6 O ,P S_C +t—i92C M-U N' i SECT`.7T.`. f J''" j1t0 ;Ci `;CREW FIRAtFNC;f. RS VERTICAL CFMOSS SEC _ICfj MASCNJRYlCCNCf?E7E AFFi WCCO FFit2N1NG WSTAL-A TION I { f I 2 7/E'" i 77ifif _w.. E 2x SECT5796 CLIP FOR CCNCRFM INSTALLATION ALUMINUM 6063•T5.125' T--ff0K f } 2 1 fa.. MT000022 CLIP SECT5796 CLIP EGA,. ) GALvANtZED STEEL FOR WCOO FRAMNG WSTALLA HLC ALUMtNUM 6tlE3-T5 . M25' TfitCK 1 SECT M-1926 MULLION ALUMINUM 6063-75. M25-THICK i sLrt;;s 010 GLOP INSTALLATION M! WINDOWS AND DOORS 650 WEST MARKET STRE£T GRATZ, FA 17030-0370 M-1926 — VERT!CAL MULLION 83" MULLION SPAN INSTALLATION DETAILS V.L. OS —OS h65 N T S L"' 01/1..1/12 `-••c'3 OE 3 Florida Building Code Online Page I ot'2 lit 4' 0,U IN KIS Home Log 41 NBC StallKIS Site Mail rk, SeL,WlUrReqistratlonHot-ows st.LS&Facts l Rub Gcaticns Product Approvaldbr4us, F"'blic VW, 6Wj_4k%jj_'i, Application Detall FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yatioo.com Luis Lomas rilomas@lrtomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n- Evaluation Report - Hardcopy Received Luis R. Lomas PE-62514 07/30/2023 Steven M. Urich, PE F.1 Validation Checklist - 1-fardcopy Received Referenced Standard and Year (of Standard) $t'ar-d-arA Yg41 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Mi I affirm that there are no changes in the new Florida Building Code which affect my pioduct(s) and my product(s) are in compliance with the new Florida Building Code, f7iocurnentanon Noin approved EVOIL)CItion or Validation Entity ',-,,YPs ' , , Nc, ( 1 N/A littps:"Iwww.floi-idabtili(lliig.or(gl'prlpi-__,il)l)__citl,,isl)x?par,iiii--w(-ii,"VXQwtl)(Iv(lqu2w%2t)ii... 1/217/2018 Florida Buildim, Code Online Product Approval MethDd Date Submitted Date Validated Date Pending F6C Approval Date Approved Is FL # Model, Number or Name 16544. i Alpha Aluminum Solid & Vented Aluminum Soffit( CMU & wood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/AOther: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN PRESSURE RATINGS. Page 2 of 2 r:t,16541 Method I Option D oi/12/2018 01/ 12/2018 01/14/2018 Description Alpha Aluminum Solid & Vented Aluminum Soffit/ CMII & wood Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent "third Party: Yes Dapk Next t BtaFr S 232`.1 J_(i5tnsi._IZ;tR.'.9.dI.'.i.!}23 S.rM'I tGi.•413 cw tiS@moe[ :: C£@S.a1S241f3X.tAI-P.1Gtt :: BifStt72 SStL f} sta of F tMa_ : wa.x—.-.'>1..` The Stale of Fbrida is an AA/EEO employer. ¢p]([LW'-Ln44Z=f->-t'- tL_ questions, please contact 850.467. t 345. ^Pursuant toUnderrlor.da law, email addresses are public records. If you do not want your a mail address released n response to a public -records request, do not send Honda Statutes, , comaetive October t, y W) licensees Ucensed under chapter 41 S, F.S. must provide the Department with an email address itelectronicmadtoUbend(Y, Instead, contact Me office by phone or by tfadibodal mall If you have any Section 455.275(f ), _ Urey have one. The email, provided may be used for official communication with theunder CI ee, However email addresses are public record. If you do net wish o supply a personal address, please provide the Department with an Or aafl4a5SrFSS vihiCh canclick Jtelde available to lfio public. To determine It you are a licensee unAer Product Approval Accepts: 11 St'.OtlCitl tiI!':TIiIC';a I1)1) dtl.aspx'?Paraiii-=w(iI;,VXQ-,vtl)gvdgu2w%2bn.., 1/27/2018 7/3.'j-- - I 1 3 I 16" ALU>r IINUAA SOFFIT- SOLID AND VENTED 3 f 05 H28 A!. t1MINO,4.012' THICK VENTED VERSION VENTED AREA:2C251h=iilNcAR FOOT Dc"S1C,h ARESSJ`> rL-•,,. j 54 2PSF i tRAPAC i RA 7'1NG NONE WHEN INSTALLED 1N 12' Q'VEP•HANG DES1GtV PRESSt1RE RATING ihlrACT fiATANG 3d.4PSF NONE 4"!i'cN INS7ALi ED bN tb' O EAHIJ;'G DESIGN YHESSGiFE F073ING 31,1PSF i MVPACTPATING NONE iNflEN iNSTAiCED JN 2d'C`ERHANC; 3 Ct;N tiYS Esc Rill- ON N0a=5 u.. .. • ,.,. - . .. , . ,. Nub _._., .r. ,.., , ,.. AN TAN-, KA-_ ,3L Ns G .. ,. SIGNED: 121'1 112014 jLPA PREMA'L" N*;,S4f 1710 O'ivi, 9J ORLANDO, FL 32809ti •Y>;EYS 7 0" ALUMINUM SOFFIT PROFILES AND NOTES 7Ai- Cr1P7= 08 OZT 98 A//S flNAII NTS xxc 08/05/13 i OF 3 SIU. OF MATERIALS I NO.d PART NUMBER DESCRIPTION I MANUFACTURER 1 SOFFIT ALPHA ALUMINUM INC 2 I !FCHANNEL JALPHAALUP.41NUMINC 2' QVE,4HANG INSTALLATION DETAIL F CHANNEL BY OTHERS TaI OE", E 16" OVERHANG INSTALLATION DETAIL crs.o.s EXTERIOR , t `— 'X 'a2;nG r, STPlP I A. 3 S 3 3 € T4, S I ' 1 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INti. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS DRa : r: tai. V. L. 08-02198 NTSI'll" 08/05/13 7""" 2 OF 3 SIGNED: 12/l 112014 Lim OETAli A FQA1X,;l%G WSTAt LA710% m F CMAN%a I'No NAILS DETAIL B W" CMANNEL F ND S TA PLES DETAIL C DETAIL D FURRING STRIP INSTALLATION zrovswANO DETAIL F STA -L C 0,;A,','ONO PA 7 1. EPN TK", ". p 4D SS A PER PAN 3/ 4')(1/4" ,ROWN S-A?Ll 1/ 4" FA-'Z--A LJ;l — i 3/ 8- min EDGE DiS-,AqCE DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE ALPHA ALUHINIUM 1710 PREY,!LR ROW ORLANDO, FL 328013 ALUM NUM SOFFIT IN' STALI_A7!f N :.[TA;LS 0 2 19 8 7ASC A iF v 3/ 4-,C/4' OF, 51,,TX3/8, A 24" VAX SIGNED: 1211112014 Page I of 2 Florida Building Code Unlillc U ks Search aC[S dome log In User Regjstration Hct Topics { Suttmit Surcharge Stats & Facts ( Audrea[icns ? FBc Staff aC(5 5.te Map Product Approvalbv-%r USER: P bUG User r t t • f*tSISUl4.(SgRLk3'-d1.GlCllil' !t 57;rS:-Q A.,[2DJSdLf2.7`,24tSSf}' NttQ lritht4.6t`t r 0.PPIIcatl011 Det.11 FL5444-R12 fl- .7 Application Type Revision 2017 Code Version Approved Application Status Comments Archived Product Manufacturer CertainTeed Corporation -Roofing 20 Moores Road Address/Phone/Email Malvern, PA 19355 61o) 893-5400 mark.d.harnerr(ilsaint-gobain.com Mark Harney Authorized Signature tnark.d.harner@saint-gobain.com Technical Representative Mark D. Harney Address/Phone/Email 18 Moores Road Malvern, PA 19355 61o) 651-5847 Mark.D.liar nerrulsaint-gobain.com Quality Assurance Representative Address/Phone/Email Roofing Category Asphalt Shingles Subcategory Evaluation Report from a Florida Registered Architect ar a Licensed Compliance Method Florida Professional Engineer 1-1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Rohert Nieminen the Evaluation Report PE-59166 Florida License lJ L LLC Quality Assurance Entity Quality Assurance Contract Expiration Date 03/09/2020 John W. Knezevich, PE Validated By Fri Validation Checklist - fiardcopy Received E,trSi4,( <__G,f1f 1.4tv7__4 COI Nr mrnr;i),i?4? Certificate of independence Referenced Standard and Year (of Standard) standard Year 2016 ASTM D3161 2010 ASTM 03462 2011 ASTM D--1158 Egwvalence of Product Standards Certified By Sections from the Code r.. .,r, rif ,nx i7 zrarll—wGl V XQwtDdtat 1 g07C:Sso... I i27/2018 hlorida Building Code Online Page 2 of-2 Product Approval Method Method I Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending rBC Approval 0911512017 Date Approved 12/12/2017 Date Revised 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No 44 R12 11 %Q.J F[jFAL ER CE _rT kjjyj-W.Q , A6I Approved for use outside HVHZ: Yes SHIN ES FL$34A:.( LZ,1?.r(-f Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports Ft_S tq_4_ _Ali_Q.t.1__9.2_F N._ct2_rft7A(N_Il.E,1%_ASi'F1 4T StiINGLFS_t R1.eR 1Lf Created by Independent Third Party: Yes Oack Next The Stale of Florida is an AA/EEO employer, ,('gpy, jpltt,jQQ.7;;Z.Qt)51'uc f-F [idA. PLt`LetcY 4 airmen{ :: a "t' } :: Rq n0 S[aI„(+i;nt Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public-recora's request, do not send electronic mail to this entity, Instead, contact Me office by phone or by traditional mail. if you have any questions, please contact 650.487.1395, "Pursuant toSection455.275(1), Florkla Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Gepartment with an email address if they have one. The emails provided may be. a!icd (or official cArnrnunicattcn with the licensee. However email addresses are public record. It you do not wish tosupplyapersonaladdress, please provide the Depattrttent with an email address which can be made available to the public. To determine it you are a licensee underChapter4$5; F.S., please click to Product Approval Accepts: Credit Card Safe srrurI t`ai r:raucs hops://w'ww.iloridabuilding.oi-g/pr/pi-app dtl.aspx?paraIn -w(,;EVXQw-tl)(I tali lgO7('Sso_. 1/27,12018 rTRINITY ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610)651-5847 FL EI y q'-I --O a < 1 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 06478 203) 262-9245 Evaluation Report 3532.09.05-R13 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use oconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruseoftheproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume. The products describedhereinhavebeenevaluatedforcompliancewiththe6t' 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 / R905.2.6.1CONTINUEDCOMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referencedlatetotheproductchange. Acceptance of thisQualityAssurancedocumentationchanges, or provisions of the Code that reEvaluationReportbythenamedclientconstitutesagreementtonotifyRobert Nieminen, P.E. if the product changes or thereferencedQualityAssurancedocumentationchanges. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. by the words "TrinitylERD Evaluated" may be displayed inADVERTISEMENT: The Evaluation Report number preceded rt is displayed, thenadvertisingliterature. If any portion of the Evaluation Reposhall 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 distributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This Evaluation Report consists of pages i through 12. Prepared by: Robert J.M. Nieminen, P.E. %cs = ^" : x rJni.. n`a'`. FloridaRegistrationNo. 59166, Florida DCA ANE2983 The facs,mde sea{ appearing was auttwdzed by Robert Nieminen, p. E.. on 09(05(2011. I his do<s not serve a$ an electronically signed document. CERTIFICATION OF INDEPENDENCE: manufacturing or 1. TrinitylERD does not have, nor does it intend to acquire: or will it acquire, a financial interest in any company distributing products it evaluates. 2. Trinity 1 ERD is not owned, operated or can by any company manufacturing or distributing products it evaluates. ncialinterestinanycompanymanufacturingordistributingproducts for 3. Robert Nieminen, F .E. does not have nor will acquire, a fina which the evaluation reports are being issued. ncial interest in any other entity involved in the approval process of the 4, Robert Nieminen, P.E. does not have, not will acquire, a fina 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 verslnns thereof, isused for permitting or design guidance unless retained lwas Specificallyfor that purpose TRINITY 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 6th Edition (2017) Florida Building Code and 6t° 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 Prrm t 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 1740) ASTM 03161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM 03161 05NK14836 OS/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM 07158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3467_ TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D71S8 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7.158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (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 3532.09.05-1113 c, opcore of Awhorieatiao 0503 6T" EDITION (2017) FRC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; 610) 651-5847 Revision 13:09/05/2017 Page 2 of 12 4 f TRINITY ERD PRODUCT DESCRIPTION: 4R CESCRIP IONXT— 25, XT'" 30 and XT'" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont*, Belmont® IR, Carriage House Shangle®, Grand Manor Shanglel, 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 laminatedappearancethroughanintermittentshadowlinewithcontrastingblenddropsforcolordefinition. 4.7 Presidential teNorthGateerelrdow R Cedar Cedar Crest" IR, and Accessory afiberglass einord accessory shingles forhp and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5. 1 This is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.F. 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: shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM 5.4.1AllsH, indicating the shingles are acceptable for us in all wind zones D31hin Class F and/or ASTM D7158, Class UP to Va,d = ISO mph (Vat, = 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 r Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Va,d = 150 mph (Val, = 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 qualifieddesignprofessionalarerequiredforconditionsoutsidetheselimitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7159 indicates the measured uplift resistance (R,) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidentiol Soloris194exncee exceeds for the calculatedd upliftforce (FT) at a maximum design wind speed of Vafd = 150 mph ( a„ — ial buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less thanorequalto60feet. The shingles are permissible under Code for installation in these conditions using the installationproceduresdetailedinthisEvaluationReportandCertainTeedminimumrequirements, subject to minimumcodifiedfasteningrequirementsestablishedwithinanylocaljurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20 3. Evaluation Report 3532. 09. 05-R13 Exterior Research and Design, LLC. FL5444-R12 Certificate of.4uthoruarion #9503 ert EDITION Asphalt FBC NON- HVHZ 6V0) 651- 94 Revision 13: 09/05/ 2017 CertainTeed Asphalt Roof Shingles; ( 610) 651-5847 Page 3 of 12 f` TRINITY ERA 6, INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. a 6.4 PO P l ENGLISH IF Ir(2,5 mut) ^ L I^I 1"(251nm)--( SW(p1h5mm) 6114l+Irrf METRIC 131fe" _. l"( 25mrt1) _ avant V,(25trm) -y f_ — -- I 1 / 8 L___1 Figure 11 -j: Use four nails for aery full sbtnA!, STEEP SLOPE Use four nalls and six spots of asphalt roofing cement* for every-fult shl igie (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 IVe 11 is suggested. 6ioffn9Come 1 Apply 1"(25 ncn)'.yrats of asphalt rooting rraneiil under each lab Cotner. Figure 1I-1.• Use four nails cordsic spots ofaspW ceniml on s1wP sk fee CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hi &Rid e for CT2Q`" XT"" 2S XT30 XT30 IR: Cut Shingles 1"..I ..•. •-2"( 50(Ili n, Fi tTrxv2 i25tnm t1 If` t`1 Ii_f t Ii Il tl Shingly: SnErvgle Stu sylc I Figure 11.2. 1: Cut tabs, titerr min back to make cap shingles Fngl4b donemlonsSIVIon) jsAct a V` td dos Figure 11.25' Installation of taps along tie Gips and ridges. 6.4.1. 1 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1`""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with Certainfeed requirements. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05-RI3 Certifrcote of Authotilauon a9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 13: 09/05/2017 Page 4 of 12 6.5 I ARCADIA'"'' LOW AND STANDARD SLOPE Use SIX nails (or ewer)full shingle loc:acd :ts shunt) below. r nco—I 11-I Uv ' -•• tkxil K0 LaN rigare 2: Lase SIN naili hl' ecery frrll.;hingle. i TRINITY j ERD STEEP SLOPE Use SIX nails anti FOUR spots or asphalt tooling cement ror n'ety NO shingle as shown below. applw asphalt roofing'entent 1"(2j mot) from edge of shinl,ie. Vsfillak rooCmG t:ement meeting i<Srxl D aS86 1),pc 11 is suggested. ftRnre,3: b'xe si.r nails and four s(rols of us(r8n11 rot f ng cement nn steep slolws. 6.5.1 Hp & Ridge far Arcadia'". Cedar Crest", Cedar Crest'" IR 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 Y.-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic" NP1'"" adhesive or Henkel "PL6 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. m k 0 tom` Exterior Research and Design, LLC, Evaluation Report 3531.09.05-R13 2017N6"' EDITION MC NON-HVHZ EVALUATION FL5444-R12 Certi/i«re of Aurhoriration p9503 ( I CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/OS/2017 Page S of 11 6,6 J TRINITY j ERD ElN1ONT OR BELMONT-1R.; Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spats of Use FIVF nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below, Belmont shingle. Apply asphalt roofing cernent 1" (25mm) from edge of shingle. I ift'tsa , irau NV,/"I See below. Asphalt roofing cement meeting ASTM D4586 Type 11 is suggested. i -- W089Md o kWnWWKM3 ii r a6A, M art• J._ t ta t10 mrd - f tzsa s ,,, W ( 16 arn) „..- /X, r ask' o 6. 6.1 HIR & Ridge for a mont@ or BelmontO IR: 6. 6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest'" or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6. 6.1.2 action 2: For Belmont*: Shangle• Ridge Figure 17-18. Sbangle' Xlrtge Exposure Remove tape trom the right side t and fasten i $ SECOND Fasten thee,, RIGHT leftsides&. FIRSTLEFT F( guro 17-/.9- firstallallon of SbangleORid4a slfhkgles on burs and rld es, 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R33 Certifkote of Authorization a9503 6"' EDITION (2017) F0C NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 6 of 12 6.7 6.7.1 6.8 MOUSE SHANGLE® AND GRAND MANOR SHANGLE'lit: STEEP SLOPE LOW AND STANDARD SLOPE 11se five nails for vwrY full sha nglc. tbrnmi Figluta 17.1. ftse,pre nails for en ry fall Gourd ,ttnnar Sbangfr. Gnafa3e llntae Sb tngtr, or t enlennlnl SGrte. 1 J TRINITY 1 ERD Use seven nails and three spots of asphalt roofing center" for cvcry full GrandManor ShanfJL. Use five nails and three spots of asphalt rtntfing cement for every full carriage House shingle and G.ntennlal Slates Apply asphalt 17001`189 cement t" (25 all") front (4lge. of shingle Figure 17.5). asphalt ruing cement nreefing mT.Nt IMS86 Tjjle It is sliggesteil. figure 17-5: Wbetr htslatting Grand Naaor,5bangle: on slrep r 01AIT; use 5eRYM nalls and tbme sPols ojasybalt rooflag remenl. M. ip& Ridge for Carriage House Shanfle"' and Grand Manor Shanftle: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LOW AND STANDARD SLOPE METRIC DIMENSIONS 12' 14314" 12.. 375 mm)- (W mml._,i 1" ( 25 mm) I1t,Cas4 Tape 1 (25 mm ) lip» Nailatita Area NorthGate: 13tf2" 13" 13112" Mm)--+- Mm)— —1343 mmj_•.l 1" ( 25 mm) 1" (25 mm)-•-I - Figare1J1: Gsajortrluailrjarerer)ft rb7r19le. WIDE t2 140 i[ .4 -3X a.? Fn .-._. f3r75 mmY -s-..._..._ {,t5 rom .__..- r-- (305 mmj -+^ t Kirq Lieaa y / U;", nil 4Ina r 1,25-- 1 2s : oat F J owatnai the Ia(inq area+ lot low and standard s{opoe (tan 21260 2112) Nal' twr- er. ppet Sly— Iws as etxrn•n atwo. Evaluation Report 3532.09.05 1113 Exterior Research and Design,LLC. FLS444-R12 Certificate o7Authorizutiun N9503 ert EDITION { 20hal FRNON-HVH2 EVALUATION Revision 13: 09/05/2017 CrtainTeed Asphalt Roof Shingles; {610j GS1-5847 page 7 of 12 STEEP SLOPE Use six nails and font spols of asphalt roofing cement for every fall Laminated shingle. See below. Asphalt roofing cement should meet AS'I'M 04586 1)3te 11, Apply 1' spas of asphah roofing cement untie each corner and ;d oboul t 1' to 13" in from each edge. METRIC DIMENSIONS 12'. —14'14.._ 305 mm) 1 (315 mm) Nail Area .7-7— For sly... 25 mm) Hoolin4 Ge STEEP SLOPE NAILING AREA I C; t2"_— 305 mm) TRINITYERQ LANDMARK TL I"- . 25 mm) Pigrim 13 S: Elsa six nags and foitr spots of asieball roofing aarrent on steep slopes. 25 mm; North Gate: 12" 14-314" 12' Nailing areas for steep slopes (greater than 202) and " Stour)-,Nalling" Nail between lower 2 nail lines as shown above. I" 15 mm) 6. 8.1 Hide fqr LandmarkT"" Landmark`" IR Landmark- Pro Landmark— PremMium, L nd_ !nark"" TL Landmarks" Sal cis Landmark"" Solaris IR NorthGate: 6. 8.1.1 Cation 1: Shadow Ridge'" or NothGate Accessory 12' 305mm)--__ 250inm) 4160T---.. 41- 4151W-- 6' - & 125mm) i (125mm} i50mm) ( iSOmm) Fbich for Note It for Centering Centering 305mm) Notches tot - Alignment to 131l4" 337mm) Notches for Alignmern to 75/8, the Top Edge of the Previous (tEtknmj the Top Edge of the Previous (196mm) CapA x55ld'(141mm) Exposure Capfor5' (125mm) bposme English Dimension Mottic Dimension Shadow Ridge'" Shadow Ridge" Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate ofAutnoozotion 09503 6'" EDITION (2017) FOC NON-HVH7 EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13:09/05/2017 Page 8 of 12 6.8.1.2 6.8.1.3 9 M17 4 t5ltB` (12S mm} Gerslertttq tWlch 337 mm) nolehos to lop 757E 194 mm) ptcv'p , "Wrlie NorthGate Ridge it TRINITY ERD 13 1 /8" IQE1mm tb'4mmj, Con toting 13 1/4* Notch 337 \ Ali I gn these 71518, notches to top (10.1 rnm) odge of pr "*vs coursa. __- NorthGate Accessory 2. Laying Notch I 7// \\'C \--' hYgrrra73-2a ffse f€r}Fngnntche$ to cantor shingles on Gips and r/r o, and to W410 the correct exPwcim For ASTM D3161, Class F performance use BASF "Sonotastic" NP1r"" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest" IR hip and ridge shingles. Exterior Research and Design,LLC. Evaluation Report 3532.09.0S-R13 Certificate of Authorization a9503 6r" EDITION (2017) FRC NON-HVHZ EVALUATION FL5444-R12 Certain -reed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 9 of 12 TRINITY , ERA 6.9 PRESIDENTIALSHAKET"; PRESIDENTIAL SHAKE'" (R, PRESIDENTIAL SHAKEWml PRESIDENTIALSOLARIS"": STEEP SLOPE: LOW AND STANDARD SLOPE: For ;Iecp slopes, use nine nails for each fall Presidential shingle andForlowandstandardslopes, use live nails for each hill Presldeulial apply I' dt.uneler spots of asphalt roofing cement under each shingle I& shingle as shown below. After . I ing S nails in between the naWn guide lines, apply nails 1' gyp} Bgu 'tPPY N d I* ----^ 4o' --- ---- ri alxwe tab cutouts mandnG certain labs of overl)hng shingle t ovr^r nuts. a Inq 9WEInea (1016 mm) s 114' t1Mtnm) " r , 14114' it ,1S mmy (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6- Fastening Presidenh'al and I'residenti(d TL Sbaka tN ittron broandstanderd cfaprc T 1' diameter asphalt rooting cement s ng Fl,Grrlx 16•7. Fnsllaltng Presirlenllrr! and Prtsslaerlttal T/!. Shake sbing1m on steel) slopro. 6.9.1 Hip & Ridge for Presidential Shake"" Presidential Shake`" IR P widen f l S eke TL1" Presidential Solaris'": 6.9.1.1 O tlp•,on 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in Two different sins: Accessory produced in Birmingham, AL is 12' x 12"; Portland, OR produces 97/s" x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Ci t_ ton_Z: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR hip and ridge shingles. 6.10 vLOW, STANDARD AND STEEP SIOPI: C2ge} p1¢mmtu es+ I min) ( 130 m.n) (23n mm) S mru) 2s t w') --I ((m r) It 40 mAt it:rnn•!S r lasrrNircx lkd:erns Sl:irrckt wr ?nrp 10rM5 Ira steep shy"•<. uxlise nails tnti cigfA spxxs of crpirdt e:ar6ng F'' l, n 15-3: fave"i"g Hatteras Sbinglcs on mnnrl for each it; it If.ntlrta >lrii ,Ic as shox"n atstrsr. Apph• I' Lmr nnA.Slrterlmd.Gn(xt (L jnmU r1iY"Mir ifnns Of rlmlinl ttwnt LASI'm 1) 4$861\pc It For Lose And <I mdmd slopes, hse Gee nails for each felt tol) UrNpft Pach IA, rnr6fr. PRYs sidoot icto pLu r, do n/x tialmrss shingle a sborsn abne. espasc crmmt. GM1( P'I(W Tov nuu h monng ecmrnl can atnsc sbinocs 16 Ks," Exterior Research and Design, LLC. Evaluation Report 3532.09.05-Rt3 Cerrifkote Of Authoolorion 99503 6` EDITION (2017) FDC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/OS/2017 Page 10 of 12 6.10.1 !jjp& Ride for Hatteras`": 6.10.1.1 option 1: Accessory for Hatteras Figure 15.14, 18 three-piece units separak, to make 5411atteras Accessory sb/7181:•c 6.10.1.2 Option.?: Cut Hatteras Shingles 91, - 230 mm} I I i C8p Gap Gap Cap 3hfngie Shingle Shingle Shingle TRINITY ERD Fasti` if r203 f 1}4 A60 mm) Figure 15-20. Cut 1141kras sbingles to maL- cott'r cap Figure 15.21: Installation of caps along bips and rugs: 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic9 NP111" adhesive or Henkel "PL' Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 LOW AND STANDARD SLOPE: STEEP SLOP. tice N1Yit nails and EIGtrr spots of asphalt 100609 cc--001' for tAch full Ili stand "We shtagle. For t0an I Dade, SIX nails are requtre3. r•—'°--"s Apply 1` dtatuctcr spots of :tsTthall rovGrK cctnent ilt:dt:r each wD corner. A,Tjj At MoQng cement tacedng M [ht 04586 Tppe It is w&4ta'ted, Y xr 0. M rer. Flgar-1 t•Jr Use ffrT nretl Jbrer ' !3'gumfn rat® sbogkr r 5,taa*DaMarp*:fw t {TUmn{ - t Fig e.11-.3.t Use IRT nails and 0961 spots 4f11yP : ronRng -j-MI "nJ T each kz rnrtx. CAUTION. Escesstve use o[ roofing centent can cause shingles to Wier, 6.11.1 &Rid a for Hi bland State'" Highland State`" IR: Refer to instructions herein for Cedar Crest'"', Cedar Crest'" IR or Shangle Ridge"hip and ridge shingles. Evaluation Report 3532.09.0S-R13 Exterior Research and Design,LLC. FLS444-R12 Certificote of Authorization n9503 6"' EDITION (2017) FRC NON-HVHZ EVALUATION CertainTeed Asphalt Roo( Shingles; (6101 651-5847 Revision 13: 09/OSJof 12 Page 11 of 12 l,'sc molt nails for every full shingle located as shown below. Sealant ti-t!d' Wit` (25 mtn) r t' fz5 mn}-"" ^•-. i56rrml ta11c 1 O1t A4 tiGr^} Ir,e ItoUR nails and roue spots ci asphalt roofing cement for r ery full shingle as .shuwn lxloty. Asphalt roofing cement muting.k- M IA586 ljlie 11 is suggested. Apply 1'(2 5 rani) spots of asphalt roofing cemcad as shown. CAUTION: Excessive use of roofing mil ntt can miuse shingles to bluster. Sfri>ti"r.r`ttfsN t tmt I*" ,. flap Gment test t r• M "{ COMA 6.12.1 Hip & Ridge for Patriot'"": Refer to instructions herein for Cedar Crest'", Cedar CrestTM 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 Cer(111CafeoJAUthorizotlon09503 6'" EDITION (2017) FEIC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 12 of 12 cypress 104 fiji Selection Product Project :Lot Date PO Code Description PO Note 16681 2C0001 04 f01 /10/2018 CCBA2000 Bath 2 - Viatera - Lvl 1 166812CI000104 i01/10/2018 CCBA3000 Bath 3-Viatera - Lvl 1 _- 166812C 000104 Ol/06/2018 TVBK3636 Blocking for TV 166812Cr0Q0104 101/06/2018T ELEVOOOOTc ElevationA - Traditional 166812C 000104 101/06/2018 EXT81008 Exterior Color Scheme EXTBT 081 166812C OQQ104 01/12/2018 000QLeft G501123263--Left # 166812C000104 101/10/2018i CCKT0000 Kitchen - Viatera - Lvl 1 166$ 12C,Q001Q4 101/06/20181 F`PIS1513 MARCH 3, 2017 SPECIFICATION 166812CIO00104 101 /06/2018 PVDWO004 Pavers- D riveway, Lead Walk Pon 166812C 00Q104 101/1O/2018' !PRSL0020 Personalized Home Technology room SpL-cialtli.j St ruc:tural E=nqInL-L-rInc;) ( BUCK, Inc. Certificate ofAuthorizorion #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: Sub - Category: Product: Material: Support: Prepared by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-Retro-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages I — 6 Roofing Roofing Accessories that are an Integral Part of the Roof System 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 61615-23- Z7 No 31242 cr- Uj 0 STATE OF ORkO 0 N CBUCK, Inc. — Pohn Beach County, I-forido 2017.12.15 09:08:10 -05'00' Phone: (561) 491-9927 - fwafl: (buck@cbu(kinc.rwt Wehsite: ww'w.cbL)(k11)c.n('-t Mail) Office: 13 14 Community Drive, Jupiter, Florida :11458 FL #: FL 19567.4 Rl r-tcr Date: 12 / 15 / 17 RepoCBU1,,.. K e=ngi tC"-"erin Pagert No.: 2 of 66 MM1 Retro ERF CBt1CK, Inc, Certificate o/ AutnanmEron rrauoa Speclalfiy Structural Engineering Manufacturer: Millennium Metals, Inc. Product Name: Retro Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System 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 (A.SD) with a margin of safety of2to1. CBt_. CK Engineering FL tt: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ERG Page 3 of 6 Specic5tt-y 5f7Uet'urdl Engineering (DUCK, Inc. Certificote of Authorizotion #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 dernonstrated 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 Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005, Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 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 #: QUA 1824). FLo: Rr9567,uR1 Dote: 12/15/17 K 8 ~L=L=rj mo:D-MM tm[ Page 4 of 6 m mcc m u//mmomnmmx w Engineering Structural Baffle: Ket'oModd Components/Materials Steel by Manufacturer): Thickness: 26gaoge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel pe/A5TM A792AZ50,nr Galvanized Steel per ASTM A653G'90,or Pre -painted Steel per ASTMA7SSur Per FB[Section l5O7.4.3 Material Tygt_Z Aluminum Thickness: 0.025"(minj Alloy Type: 3185-H14 Corrosion Resistance: In compliance with F8[Seciiun 1507.4.3: Nominal Dimensions: Flange Width: 2-3V4^ Height: 3'1/4" Lengths: 2',4',f''8'and D/(to match length cfoff ridge vent) Fast, ne,(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size: llgauge (« length tomeet min. penetration through deck) Penetration Through: 3/ 1G"min. through wood deck Edge Distance: l' l/2"min. from edge ofdeck u,nodon Resistance: Per F8[5echon 1506.5 Standard: Per A5| NlFl667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange ^oDeck Type: Hex -Head Wood Screw Size: U1O(«length tomeet min, penetration through deck) Penetration Through: ]/16^min. through wood deck Edge Distance: 1'l/ 2^min. from edge ofdeck Corrosion Resistance: Per F8[ Section l506.6and l5U7.4.4 Standard: Per ANS|/A5K4[Bl8. 6.4 CL.....JUCK Engineering FL t$: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 5 of 6 Speeldllty Struc—t Jrdl Engineering CBUCK, Inc. Certificote of Authorizotion #8064 Installation: Structural Installation Method: Refer to drawings on Page 6 of this report.) 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 #: 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 lames L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL It: FL 19567.4 R1 Date: 12 / 15 / 17 CBU1,_..,,['`^ E lgil eerit F Report No.: 17 6 MMI-Retro ER6 Page 6 of C6UCK, Inc. Certificate of Authorirntion N8064 SpL-Cfatry StruCt-urdl Englrl2Prinq Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Retro Baffle Steel orAluainui Profile Drawings 3 l/ 4" I - - 2-3A" Side View (Not To Scale) NMI Off Ridge Merit Steel or Aluminum) i astener(s) 11 Gauge Ring Shank Roofing l Jail OR 10 mn. V\bod Screws Attachment Spacing: 8" o.c. Max. Penetration thru deck: 3J16' Mn. Typical Cross Section View (Not To Scale) Florida Building Code Online Page I of J 01, N go"' I"'"'m41II" Oog BCJS tiorrie Log in User Registration r Hot Topics submit Surcharge Stets & Fact, Publications fBc Staff BCIS Site Map Links seard, Product Approval OOPI r USER: Public User E,oquc Frp trgI Mn> Prod _Application search Application Detail FL # FL2 197-RO Application Type Revision Code Version 2017 Application Status Approved Approved by 013PR. Approvals by DBPR shall be reviewed and ratified by the POC and/ or the Commission if necessary. Comments Archived Product Manufacturer MiTok Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwerL@rt)ii.coni Authorized Signature David Wert dwert@Fmi.com Technical Representative David Wert Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwet,( @(nii.coni Quality Assurance Representative David Wert Address/Phone/Email 14515 North Cuter Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 IwerL@inii. com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report front a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LL-C Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/01/2023 Validated By ICC Evaluation Service, LLC. Certificate of Independence FI- 2197 R6 COICerLificaLeof Independ, cefpK, abo-11 A 0 -EyAlu i --PfReferencedStandardandYear ( of Standard) Standard YeArr ANSI/IPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code littl)s://www.floridabLI11( iiiig.org/l,)r/pi-_al)p_ L.. 3/1/2018 Florida Building Code Online Page 1 of S 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 mary of Products FL # — W Model, Number or Name 2197.1 M18SIiS 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 I1VHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Description 18 ga. super high strength truss connector plate Installation Instructions FL2197 R6 II Installation ESR-I988 October 2017.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R6 AE ESR-1988 October. 2017.ptf 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 FL2197 RE I[ Installation ESR 1311 October 2017,pdf Verified By: [CC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R6 AE ESR-1311 October 2017 pdf for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental Installation Instructions FL2197 R6 tI 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_pdf for the Florida Building Code 2197.4 :—A MT20 20 ga. truss connector plate 7 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R6 I[ Installation ESR-1988 October 2017.-Of Verified By: [CC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per [CC -ES ESR-1988 Supplemental FL2197 R6 AE ESR-1988 October 201.7,pdf for the Florida Building Code 2197.5 I MT20HS 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 [CC -ES ESR-1311 Supplemental for the Florida Building Code. 20 ga. high strength truss connector plate Installation Instructions FL2197 R6 [I Installation ESR-1311 October 2017.pdf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports F—L 2197._R6 AE ESR 13.1_I_October 2017pdf Back Next Contact Us :: L601 8Ia7 $ton Road Tallahassge FL 32 99 Phone 850-487-1$24 The State of Florida is an AA/EEO employer. g_opri h' 2007-20i3 State of Florida :: Privacy 5tatement :: AM essibili[v Statement :: Refund Statenien[ under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.4871395. 'Pursuant to Section 455.275(t ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an ernail address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: snaw'. Imo+^ -.I ovFIrtGhttps:llwww. floridabuilding.orglpr/pi-app_dtl.aspx?param=wGEVXQwtDgvr"FT x%2bbkfll... 3/1/2018 HonduUuiNingCodc()uhnc rugo)u/ / Credit Card Safe BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 1 CE KITE OF GRAVITY ASSUMED TO ACT AT THE I GEOMETRIC CENTER OF THE f, MECHANICAL UNR. MECHANICAL UNIT MUST BE''. SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. x zI Qo S w N 3" MAX7YP. HOST STRUCTURE DESIGN BY OTHERS. SEE DES3G SCHEDULES FOR ALLOWABLE SUBSTRATES 75LB MIN. WEIGHT, MECHANICAL UNIT l/ PER SEPARATE CERTIFICATION, TYR. CENTER OF GRAVCTY 41 !, 3" MAX MECHANICAL UNi I 1 TIE -DOWN ISOMETRIC 1 I. = 1'-0" ISOMETRIC 3' MAX TYP, SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE Y AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/3 & 2/3 3,2 FOR CLIP INFORMATION, 3 TYP- 3' MAX 7YP. tNY tiS\C'N k 0S PER CORNER WILL VARY PER CONNECTION TYPES Cl-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, M, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vutt=170 MPH, EXPOSURES' 48` TALL X 48" DEEP x 48' WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2- CUP AT EACH CORNER Of UNIT (TOTAL OF (4) CUPS) PROCEDURE, PROCEDURE STEP RESULT 2 '.. DETERMINE WHICH DESIGN SCHEDULE TABLE 7p USE 1 THIS INSTALLATION IS INTENDED FOR A Vutt=170 MPH, EXPOSURE'S'. THIS DESIGN I CRITERIA CORRESPONDS TO TABLE S THIS UNIT HEIGHT OF 48. 75 EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48-, 4 CHECK MAXIMUM UNIT HEGHT RES7RSCilON NOTE. THIS PRODUCT APPROVAL ALLOWS THE UNIT TO FE INSTALLED ON TOP E Of AN A/C STAND THAT IS A MAXIMUM 30" TALL. If AN A/C STAND IS UTILIZED CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30- IN HEIGHT DESIGN NOTES: a THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND FLORIDA - BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCTIYL HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIE+y CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVHZ 8, ASCE 7 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GG)_ -1,90 WITHIN THE HVHZ & OUTSIDE THE HVHZ, {GC z 1.S FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE TN ACC ANC' WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING, THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS 7TEL 01970387A #TEL 01970387B BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 3. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL 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 812 X 3:" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE, TAPCONS REFERRED TO HEREIN SMALL BE 17W BUILDER BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 5. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE 0) WITH Fy=33 KSI OR BETTER. ALL STEEL MEMBERS SHALL 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 SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS 8. ELECT -CAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS, 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSTTE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIFTCATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, FIO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOP, A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CON)UNCTION WITH THIS DOCUMENT. 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL 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 OCCUP AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vint WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10, U Z o H U J z3 Zo^ o 5 z t7 Q mn Gi cr- z uja sF-Qr Z z f.y S d U 15-2378 6 ,DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION 7H35 UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT, 1 SEE I-) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE ` j gg z iv 0. z a- U, 6 3" MAX f I' CLIPS 3" MAX TlYR I' CUPS 3" MAX ol 's 3* MAX % 1D 3- MAX Typ' TYP. CONNECTION CONNECTION TYPE Cllulpl (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT r2" CLIPS 3- MAX TYR. 3* MAX TYP 3' MAX TYR. ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 1)-5/16.0 CARBON STEEL ITW BVILDEX TAPCON, CONCRETE: 2Y.- FULL EMBED TO 4-THICK MI CONCRETE' 3.," MIN. 3000 Psi MIN,) EDGE DISTANCE, 33/." MIN SPACING TO ANY ADJACENTANCHOR. 14 SAE GRADE 5 ALUMINUM: SHEET METAL 5CI11W III 0, 125' MIN, ALUMINUM, M'.VL.' THICK, 606' -T6 MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 1). 0 24 SAE GRACE S G. 1 25' MIN SHEET METAL SCREW TO THICK, 33 KS STEEL, PROVIDE (5) N. STEEL), PITCHES MIN, PAST THREAD PLANE 2" CLIPS SUBSTRATE DESCRIPTION 1)- 5/16-0 CARBON ST rrw BUILDEX TAXONn,' CONCRETE: 2.- FULL EMBED TO 4- THICK MIN CONCRETE 3 j' MIN. 3000 PSI MIN,) EDGE DISTANCE, VI.- MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: ( 1) N14 SAE GRADE 5 oI25JMN SHEET METAL SCREWS TO THICK, 6061- T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL'. (I14 SAE GRADE I MIN. I S.')GRADEMETAL SCREWS TO THICK, 33 KSI STEEL, PROVIDE(5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, If APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACKING TO MECHANICAL UNIT ci" CUP • UTILIZE CONNECTION (, TYPE C2 AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 2' CLIPS r 3- MAX 7YP, 3- MAX YP UNIT WIDTH 6* MAX 6- MAX CUP OFFSET CLIP PAIR SPACING CUP OFFSET CUP' CUP U 3" P MECHANICAL Ty NIT PERSPACINGti SEPARATE CERTIFICATION UTILIZE (4) CUP' S EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT cs CONNECTION TYPE C3 CONNECTION TYPE C4 r5-" ALTERNATE (8) CLIP DETAIL 1) AT EACH CORNER FOR A TOTAL OF PEI.7 C4 2- CLIPS -UTILIZE ( 2) AT EACH CORNER FOR A TOTAL OF (8) PER UN PLAN VIEW fllUTILIZE 3 N,T. TKIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL Of (8) CUPS PER 7 UNIT, u z 1 3o 0 0 z 0 tgd5 D 0 z ry Z Woods z E co 15- 2378 N FOR ANY CUP LONGER THAN 10' 0.19" UTILIZE (5)-012 SAE TYP. - GRADE 5 SHEET METAL SCREWS, TYP. 0.068" THICK ASTM A283 STEEL, TVP. I V 3)-x 12 SAE GRADE 5 N i I O aSHEETMETALSCREWS { c a FOR CLIPS UP TO 5 ,.. , ' i > c vILONG. UTILIZE (5)-912 ' °' SHEET METAL SCREWS FOR CLIPS LONGER THAN 5', TYP, ANCHOLE, ANCHOR FROMOM I` 0.75 r CUP ANCHOR SCHEDULE, MP. OTHER DSMEN520N5 SIMILAR) 0.375 1 1" CLIP ISOMETRIC DETAIL 3 N.T, S. ISOMETRIC fry 0.072" OR , x 0_1!3"THICK — i L ASTM A283 w STEEL, TYP. L 3)-+I 2 SAE GRADE 5 OXi SHEET METAL SCREWS v FOR CUPS 4' LONG. UTILIZE (4)-x12 SHEET Lr 4 METAL SCREWS FOR CUPS LONGER THAN 4", TYP. 0 HOLES, NOT TO BE USED FORLJ ANCHORS, TYP. 0.375' 00• FACTORY -MILLED i:`0 HOLES; UTILIZE (1) OR (2) ANCHORS FROM 2" CLIP ANCHOR/^ r•'' SCHEDULE, TYP. 0,50- 2 2" CLIP ISOMETRIC DETAIL 3 N,T.S, ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALT. BE 6063-T6 MIN. ALUMINUM SHEET WITH Fry-30 KSl, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068' THICK ASTM A283 STEEL CUP, TYP. BASE OF UN T SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED. TYP. 3)-+12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS UP TO 5" LONG. UTILIZE (5)-012 SHEET METAL SCREWS FOR CUPS LONGER THAN 5'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH EMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER f +y ANCHOR C \ SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH i MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Ff=33KSI MIN, STEEL, GRADE 33, 22GA MIN, (t=0.0299-). 0.072' OR 0. 113' THICK ASTM A283 STEEL CUP, TYP, BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYR 3)-x12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 41 LONG UTILIZE (4)-+12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4', PROVIDE (5) PITCHES MIN PAST THREAD PLANE FOR EACH SMS, TYP. 1) OR (2)ANCHORS PER ANCHOR SCHEDULE Y SUBSTRATE PER ANCHOR SCHEDULE VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL DETAIL CLIP 1S DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYR. t 1, VI yILNS6 PEC04854 St ,c01 SS/ONA, S RA' L. Sf.n 00,_ PE00a6549 1 15-2378 ae z P TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOFTOP HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT'S LARGEST UNIT UNIT HEIGHT WIDTH Cl C2 C3 C4 FACE 6 FT' 24 MAX 12" MIN N/A H 5 100 FT I AT GRADE H 5 200 FT 9 FT' 32" MAX SS MIN N/A H 15 FT ATGRADE H 200 FT 4 f_T' AT GRADE H 5 200 FT i H 5 200 FT H S 2D0 FT 6 FT' N/A I H 5 200H 5 30 FT : H 5 200 FT_ 9 FT' 48" MAX 24' MIN N/A H 5 40 FT AT GRADE I H 5 200 FT 12 FT' NIA GRADE N/A H 5 2D0 FT 167, N/A AT i AT GRADE i N/A H 5 60 FT .' 20 FT' 1 N/A AT GRADE j N/A H S 60 FT 25 FP N/A H S 15 FT '.. 30 FT' 60" MAX 48" MIN NIA N/A ! N/A ATGRADE 36 FT' N/A N/A j NIA I, AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI_DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE MAXIMUM i SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 UNITS LARGEST HEIGHT WIDTH FACE 6 W 24 in 12 inN/A 5 140 FT AT GRADE 5 200 FT 9 ft' 32 In 15 n N/A H 5 15 FT AT GRADE 5 200 FT 4 h' AT GRADE t S 200 FT NIA 5 200 FT 6 ft' AT GRADE 5 20D FT H 5 40 FT 5 200 FT 9 @' 48" MAX 1 24" MIN NIA 60 F7 AT GRADE 5 200 FT NIA AT GRADE N/A 5 200 FT 16 ft,N/A I AT GRADE N/A 5 90 FT 2Tpft' NIA 1 AT GRADE N/A _ 5 100 FT 25 N/A _ N/A N/A H S 30 FT 30 h' 60" MAX 48" MIN ; N/A N/A N/A--` AT GRADE -' 36 ft' 1 N/A N/A N/A _ V 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 II STRUCTURE R4 THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF -TOP HEIGHT (H) TIE DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREA OF UNIT UNIT C1 C2 C3 C4 G UNIT'S LARGEST j HEIGHT WIDTH FACE 6 FTI 1 24 MAX 12" MIN N/A M 5 40 FT T AT GRADE H S 200 FT 9 FT' 32 MAX 15" MIN N/A AT GRADE N/A H 5 200 FT I 4 FT AT GRADE H 5 200 FT H 5 160 FT H 5 200 FT 6 FT N/A H 5 200 FT AT GRADE H 5 200 FT i 9 FT'48 MAX 24" MIN 1 N{A H S 15 FT I AT GRADE H 5 200 FT 12 FT N/A AT GRADE N/A H 5 140FT 16 FT N/A N/A 3 N/A H 5 15 FT 20 FT' y N/A N/A N/A" H S 30 FT i 25 FT' Ii N/A N/A N/A AT GRADE 30 FT' 60" MAX t 48" MIN E j N/A N/A N/A AT GRADEy 36 FT' j N/A N/A N/A N/A i, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI•DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. V No PE004C549 TAT _ Or HJ ONAL ti ti I11 ' V) Z LU t Ww x V4 g` mWZt zxwW LL Jz wa V Z a U Q F p 2 Q O C ZOn" o 0 2 J N W Q Z k LJ. loaa S n TABLE 4: Vult=170 MPH, EXPOSURE D Z' QQ 0 FOR USE WITH A RISK CATEGORY II STRUCTURE") cCL W p ALLOWABLE INSTALLATION ROOF HEIGHT ----- L £ li TIE - DOWN CONFIGURATION TYPE MAXIMUM a A EURFACEAREAOF UNIT UNIT Ci C2 C3 C4 UNIT' SLARGEST HEIGHT WIDTH FACE Eft' 24 In 12 in NIA j 60 FT AT GRADE 52DOFT 9 ft' 32 in 151n N/A ATGRADE N/A 5200 FT XjB 4 ft' AT GRADE 5 200 FT 5 200 FT <- 200 FT`3+F 6 ft' N/A 5 200 F7 H 5 15 FT 5 200 FT 9 ft, 48" MAX 24" MIN NIA H 5 15 FT AT GRADE 5 200 FT 12 ft' N/A AT GRADE N/A 5200 FT 16 ft' N/A j N/A N/A H S 40 FT 20 ft' N/A i_ ATGRADE N/A HS40 FFE Iff 25 h' NIA T N/A --_- N/A AT Nngj-ie 1 _ t 60" MAX 30 h 48" MIN N/ A j N/A N/A AT GRADE OWY%G I FR.w L 6Et R 36ft' N/q— N/A— _—N/A ATGRADE ..... 15'2378 AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL OAG! DESWi10N AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 11 TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE wITH A RISK CATEGORY 1) STRUCTURE) ALLOWABLE INSTALLATION ROOF —HEIGHT fjE_DOWN CONFIGURATION TYPE MAXIMUM SURFACE AllE;150,F UNIT UNIT Ci C2 C3 C4 LAR 1 WIDTH IUNITSHEIGHTI 0_ 20,T 24 inIS 12 in S 15 00,7 9 32 In 351n AT GRADES lw I I200FT 60 FT _4 S 4 s 200 FT 5 200 FTL200 FT I s 200 FT 6 IF, H 40!7_ 200 FT 300-FT 48" MAX 24' MIN A , GRADE ZOOET— 7,10 L200 17 AT GRADE S H 5 OFT 12 N/ A S 15 7. 5200 FT r. 16 ft, N/ A 1 00 7 S 15_7__ _ N/ A H540FT GRADE 5200 FT 25ft' 601'IJAX 48" MIN H 15 FT T 20O FT 30 11' N/ A N/ A - --- AT RA T Ao 120 FTIIE 3E f' ASA' EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN REVARD COUNTY. CHECK WITH, LOCAL AUTHORITY HAVING JURISDICTION OF THE AF`PLJlABIL!-y OF THIS TABLE WITHIN CERTAIN fLORIDACOUN'TIFS 5 TABLE 6 Vult=140 MPH, EXPOSURE C 11, 01 FFOR USE WITH A RISK CATEGORY 11 STRUCTURE) ui 11 qnu ALLOWABLE _ INSTALLATION !_oOF _HEIGHT TYPE Z 0 Q 2 TIE -DOWN CONFIGURATION MAXIMUM I UNIT C3 C, ZX OE N IRFACEAREACIFIUNITSURFACE1 HEIGHT WIDTH Cl C2 Lui Uwu 0 UNIT' SLARGEST FACE 4fGRAOE FT 5 200 Fl 00 V) cc w0, 9 ft, 32 in is in N/A 4 ft' of s2OOFT s200 FT 6 ft' L AT GRADE 5 200 FT 200 FT 7 48 MIN 9 MAX 1 24 AT GRADE FT H 5 0 FT AT qRADE 200 FT 0 fT U N/A N/ A 5 100 H 51S FT ATGAADE z y H S 30FT_ AT GRADE 5 200 FT t-i MIN N/ A N/ A AT GRADE AT GRACE AT GRADE N/ A 520CFT 90 FT__ z 3eriz90 TABLE 7 : Vult=140 MPH, EXPOSURE D IFOR USE WITH A RISK CATEGORY It STRUCTURE) ALLOWABLE INSTALLATION ROOF HEIGHT PE TIE -GOWN CONFIGURATION IVNTYPE MAXIMUM MAREAOF UNIT UNIT SURFACETCl C2 C3 UNIT' SLARGEST HEIGHT WIDTH FACE IS III N/A i s 200 FT H S 30 FT l l In 9w12 S 100 FT AT GRADE 4 ft' H 5 4017 i 5 200 FT S 20D FT fli DE 1 ALGRADE5200 FT j 200 FT 48" MAX 24" MIN N/A 5 200 FT H 5 15 FT lA 36 60- MAX 1 48" MIN -N/A N/A AT GiADE N/A HSLOFT I z o Z Ll1, Z 7- lZ_ uj z 4 0 E CLx C. 0 L4 200 FT 200 Fi I)PY1,10M lnk4 L BD -A 200 F7 15- 2378 CITY OF SANFORD BUILDING & FIRES PREVENTION PERMIT APPLICATION Application tt)_ _ : - LJLL _ Doceunented Construction Value: S r. c; JobAddress: - —'A k' 71 Historic District: Yes \o Parcel ID: ResidentialComrtrerclal Type of Work: NewEl Addition E E] Demo Chan c of l'S '1love 1lteratian RepairDecriptionof Work: L Cj tl ' I i i :C:Ti ,,\ 1 !.C'i/. llri ` (-1{1Y • (I ii Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Informwtion trey t: Resident of property? Cite. state Zip: Contractor Information C, it\ State Zip: ' -1- 'i'% '` ( 1 state License No. f'r ArchitectlEngineer Information Stre(: I ddI' e, Phoac: Fay: E- rtt. iii: Eotl Adrl! t N_ RNI\G TO O\\EE.: 1(WR I'AILCRE TO E:LCC)RD . \C11ICE. t)F CQ f EF\CE(E_AT >L 1 TtE CLT IN ) OL'R P_1 ING : WR E[E'i tt e_f E T 1 E O 1*()I R 111.1 I:E; L1 . A (3TICE: O CONI IE\CE y,t y,T vIL , I E E: PECORM"D AND POSTED ON TIRE_ ,I()E. SITE E;EF(AE"L THE [ [RAT [SPEC'CEC\. IE )*0( 'I(? Ct%,U.-+,I\ 0\'L [A Z ECEI 1 (1I-IZ LEADER, Clip 1UTORDIV, l OI R \O,MCI_ OI CONIMACIAIEN I I to: t. dac.. Ir411. r . Erg_` !ct Cilt 1:S..lGfl ..t, CUS7iii„U4ci'S. etc. trl t•. rs,> cc! , i,i lt e d s 1 :, -,p „a,i n ;u.e) t'>: e .. ,. ... C! srn lt ['tr1,i ! h•rl ..l t..:tv .' Ca:S_ III ad,ILioa to [h-- o,- this pooz;% that al F qu•LM, uld ill t1w, pubh, Of' 11,1;5 COL!11l%- Wd t,!:v 0:rc'deral of IS 0", h C of S d z Q\eCl.lted 10 pl.ln and \Sili I.c ol,Lh, job 1 111YhLcollsil-ucu"l-,v,IEu v ili b,' o:,. th--c t WC Val;l Tal'!- In at 00-, local 0d;1;,:o, slodCIT [h,- v" i'n lh, je 11bz" appli'd to vou: P OWNTR' S AFFID.kVIT: I cet-tifN that all of the for-egoing ird,01-111ation is accurate and that all work N iij hedoneincomplianceN\ ith all applicable I-M S construction ULd-44i STEPHANIE RALLO Commission# FF 175017 Expires November 9, 2018 Sooto tw Tmy W", 777-77- 'Imp— M T\:): Of ID BELONVIS FOR 0 FFICE USE ONLY El Pinlliz,; R""quit-ccl: f3c:': *:-', 4 -1 1 LlLJ CORSU' LIC6011 Occupancy t land Zone: I wal Scl Ft of F lctli M:71. OCcLTJMNC\ Loa is of El k FTIR A 70 M N I F, VPS CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ! Documented Construction Value: Job Address:. 411-7 2 Historic District: Yes No Parcel ID: Residential Sf Commercial Type of Work: New 9 Addition Alteration Repair Demo change of Use Move El Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name _/ _..._ ?'_ 9i 6 0,,z. Phone: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: _ Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t' Edition (2014) Florida Building Code Revived: June 30. 2015 Permit Applicotion 1QTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent rate Print owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S' Signature If &9rgent tc TQNY MAHAFFEY Print C".ontractor/Age is Name f Signature o . otary-State of Florida Contractor/Agent is -/ Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical mechanical[] Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Goad: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rcvi.sed June 30, 2015 Permit Application ttCEIVE CITY OF SANFORD UILDING, & IFIRE PREVENTION AUG I'S 20118 PERMIT APPLICATION c I(I11 No: Documented Construction Value: Job Address. ___..._ Historic District: Yes [] No, Parcel ED: _._ ResidenrtiaQ Commercial Type of Worb New .Addition El Alteration 0. Repair- J)exno Change of Use Move El Description of Work: Plan Review Contact person: . K Title: s Phone: `tti1-64.2>ogAl Fax: -33,E-3` Email: Property Owner Information Name Phone: Street: `. e `. Resident of property? City, State Zip:14 Conraed£or Information Name -C Street: ' Fax: Q ^' City, State Zip: State License No.: Architect/Engineer Informatlon Naive: ........ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. A p#i aiion+s-•l ra- irr-a--permit-trrc3crthwcark°-sn f-tn:ttrl tierns-azriucl' d:-#cF: commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30.20tS Permit Application 11 Nam[ ' :5 In, additionto the _jrAuirem ents, of this permit, there may be additional restrictions applicable to this property that may be found in the,public records qf this *county, and them 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 06rimh'is issued, in accordance with local ordinance. Should calculated charges figured off, the executed contract exceed the Actual construction value, credit will beapplied to yqvrpeFmit fees.. when the Permit is issued. OVVNER'S AFFIDAVI I T: I certify that all of the foregoing information is accurate at work willaccuratev be done in cornpliance with all a licable-laws regulating, construction and z g. pp u 9- Signature of Owner/Agent Print Owner/Agent's Name Date Signature,of Notary -State of Florida Daft ofContractor/Agent Name Signature of No TY'State Or F1064a Daft CHERYL D AKERS L MY EXPIRCOMMIFS June05, 2020SStON # FF998962 z4. A.G. eOwner/Agent is personally Known to Me or Contractor/Agent is __A,::fVersoWIy V..powatoMp or Produced ID Type of ID Produced U) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electical [J Mechanical [:] PlurnbingEl Gas E] RoofE] Construction Type: Occupancy Use: - Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:,.---- New Construction: Electric - # of Amps-_ Plumbing - # of Fixtures Fire Sprinkler Permit,. YesEl NoF1 # of Heads APPROVALS: ZONING- UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No [I WASTE WATER: BUILDING: LtSI-11 11_ 4_ 11i)-AEI. " - __ ____ __ --- e=Tt4%PP1W' at1M_ - - -- --- STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 lZ""I'DEL-AIR State Certification CAC032448 Hums • AIR COMMMM Phone:(321) 397-7250 Revised Date: 12/30/2017 Job Name: 40' Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U-Value = 0,34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 I FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF LIGHTS PRICE Antigua 3.0 15.00 8.60 4/0 6,508.00 Aruba 3.0 16.00 8.60 3 / 0 6,204.00 Barbados 2.0 / 2.0 16.00 / 16.00 LL 8.50 / 8.50 5/0 8,704.00 Bonaire 2.0 / 1.5 16.00 / 16.00 8.50/8.60 6/0 7,962.00 Cayman 2.6 16.00 8.50 2 / 0 3,919.00 Martinique 2.5 / 2.0 16.00 / 16.00 8.50/8.60 5/0 8,266.00 Saint Thomas 3.6 16.00 8.60 3 / 0 4,909.00 NOTE: PRICING IS VALID FOR 6 MONTHS. Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (TH6320U1000DAG). For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials HVAC STATE CERT. LAC N CAC032"S S31 CODISCO WAY Sanford, FL 32771 007) 333-COOL N .Acht4 corm FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . 18-00001381 Date 8/16/18 Property Address . . . . . . 549 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-3190 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . . . . PUD Permit . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1070986 Permit pin number 1070986 Required inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHOI MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001381 Date 8/16/18 Application pin number . . . 793193 Property Address . . . . . . 549 RED ROSE IN Parcel Number . . . . . . . . 21.19.30.510-0000-3190 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 291699 Application desc noc ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . * * * ' ' NONE Other struct info . . . . . ELEC - # AMPS 200,00 PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2737.00 Permit . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1070986 Permit pin number 1070986 Sub Contractor . DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 70.00 Issue Date 8/16/18 Valuation . . 4909 Expiration Date 2/12/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688,5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1101.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 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 f UES Project No: 0110.140100&0000 Workorder No: 9387174-1 Report Date: 6/29/2018 In -Place Densitv Test Report Client: Taylor Morrison of Florida, Incorporated UES Technician: Raimundo Salazar Toi 2600 Lake Lucien Drive Suite 350 Date Tested: 06/29/2018 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad ( Lot 319 Material: Fill Reference Datum: 0 -,2 Top of Fill Tvt)e of Test: Field: ASTIM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Waximum:) ptimum Field Dry Field Soil Fill Depth Pass Test Density Moisture Density Moisture Compaction inch) or Fail No. Location of Test Range Pcf) pd) I 1 Proposed North Footing 1-2 ft 108.3 10.7 105.3 9.9 97 N/A Pas: 2 Proposed East Footing 2-3 ft 108.3 10.7 107.6 11.1 99 N/A Pas: 3 Proposed South Footing 2-3 ft 10 8,',J 10.7 108.5 10.7 100 N/A Pas! 4 West Side Of Pad 1-2 ft 108.3 10.7 106.5 9.5 98 N/A Pas: 5 1 Center Of Pad 2-3 ft 108.3 10.7 106.8 11.4 99 N/A Pas: Remarks: 549 Red Rose Lane. Footing was Not Excavated r f—G— f, I _ _,I __t_ nit —-#, — —k—W-4 — --f-I of -- '1;—# '_'q 4 DESCRIPTION -AS FiJRNISHED: Lot 319, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 240 N 00014' 55" W 59.66' I 19,16' 19.16' LOT 319 t I 18.0' t 4.77' 22. P W ( 8w I POCKET SLIDER" RECESS FOR Q Lu Q cT, Q FORA480ARD FOUNDATION U I Ee cd TOP OF FORMS 22.11' n q4 N U/ F' I a 6.0' 13. d t 1.65' 20.7' D= 90° 12' 55" R= 50. 00' \25.20- L=78.73' C= 70. 84' _10 CB=S 44D51 32" W FsyT QFLp PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS ft PROPOSED DRAINAGE FLOW LOT GRADING TYPE A + PROPOSED FF. PER PLANS = 22.1' } PROPOSED GRADE PER CONSTRUCTION PLAN + 1 LOT 277 I I I 5.00' i Q QCJ O 0 CO 5.00' LOT 318 N 00014'55" W 9.92' tiGoo p" RED R OAS Z,' L 1 NN 50' R/W) TRACT I (UTILITY AND ACCESS R/W) BUILDING SETBA,CCKS: FRONT - 25' REAR 0 1' SIDE = 5. PROPOSED INFORMATION SHOWN SIDE CORNER = 10' L BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PER CLIENT NOT FIELD VERIFIED LUI 6,645 SQ. FI. LIVING 2,055 SQ.FT. GARAGE 460 SQ.FT. ENTRY 46 SOFT. LANAI 176 SQ.FT. BREE.ZEWAY - N/A SQ.FT. DRIVEWAY 484 SQ.FT. A/C PAD 9 SQ.FT. WALKWAY 36 SOFT. IMPERVIOUS - 49.1 3,266 SQ.FT. SnD T 770 c(n) 177 R/11' = 1,300 SQ.FT. APRON - 54 SQ.FT. SIDEWALK - 762 SQ.FT. SOD = 464 SOFT. ARIA = 7,992 SQ.FT. DRIVEWAY = 538 SO. FT. SIDEWALK - 818 SO. FT. SOD — Y PA T cn c-T CI'USEYVHEEER--,:S'COTT ASSOC, INC. — LAAW ,S`URVL7.r0R,S" LEGEND - LEGEND - P • PLAT P1U_ POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)•-658-1436 F . rML0 IP, . IRON PIPE IN. .IRON ROD TYP. PRC. P.C.G TYPICALPOINTOF REVERSE CURVATURE - POINT OF CQPOIRID CURVATURE' NOTES: 1. THE UNOERS 'W DQES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STµDMOS CF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.H. • T RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN C14VITER Al-17 FLORRM ADMINISTRATIVE COPE PURSUANT N SECTION {72.027, FLUTED STi1NES SET LR. . 1/2'CONCRET `H LI 45IR /DEB a3% M&RADNR. NON-RADIAPOINTL 2. UNLESS EMBOSSW WITH SURVEYOR'S S(OMTURE µD ORIGINAL RAISED SEAL THIS SURVEY W OR COPIES ARE NOT VAUO. KC 3. THIS SURVEY WAS PREPARED FROM TULE INMRMATKIN FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTR/CTIONS P.O.I. . POINTOFOF DEGDNING P. R.C. .POINT ' CON ENCENENT CALL PAACALCULATED PERNANGVTREFERENCE IONUNCNT OR EASEMENTS TINT AFFELT THIS PROPERTY. 4. I'V UNDERGROUND 44PRMU MS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N = CENTERLINEFF. 6D NAIL T, DISK NSA. FINISHED FLOOR ELEVATION DUILDING SETDACK LINE S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE COMM TO AND SHOULD NOT BE REUW UPON BY ANY OTHER ENTITY. RIGHT- OF-WAY DAL RENCHKARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES. ESNT. . EASEMENT D.D. RASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND DON THE LINE SHOWN AS BASE (8.8.) DRAIN • DRAINAGE B ELEVA110NS. IF SHOWN. ARE BASED ON NARONV. GEODETIC DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. •UTILITY 9. CERRFlCATE OF AUTHORIZATION No. 4506. CLPC_ • CHAIN LINK FENCE VDFC. a VOO FENCE C/ D • CONCRETE OLOEK P. C. POINT OF CURVATURE P. T. • POINT OF TANGENCY 1 DESC. • DESCRIPTION I R • RADIUS L • ARE LENGIN - D • DELTA C • CHORD CERTIFIED BY., I SCALE — I' - 20 — I DRAWN BY. ••• I PLOT PLAN 02-20-2018 REVISED PLOT PLAN (MOVED &LOG.) 05-01-2018 FORMBOARD FOUNDATION/ELEVS. 07-13-I8 ORDER Nu, 976- 18 4345- 16 TINS BUILDING/PROPERTY DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOW PLANE AS PER FIRM' TONE 7f' MAP / 12117C 0055 F. M X. GRUSEXMEYER, R.L.S. 1 4714 J S W. SCOTT, R.L.S / 4801 DESCRIPTION AS FURNISHED: Lot 319, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Ravindranath R. Pasula; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding LOT 240 i LOT 277 bl, AT 0 0 - 1455 W REC. 112" I.R. REC.112 I.R. 59.66' I.D. NO I.D. NO LOT 319 -q > 19.16' 1 9.16' AC PAD-- E 14,72I 1 — 22.0' 18.0, N) COV'D. CONC. r< 14.771 — 22. 0' CQ Co co co O 0) I CIO 4) o ONE STORY RESIDENCE b F. F =22. 11' d kc) W) Q> in LOT 318 C) CO SET N&O 14,91 4596 10 COVD. ON PORCH N, 13 16 11.65 20,7' 5.00' BRICK16' WALK D= 90* 12'55" BRICK R= 50, 00 25. 20 DR. L = 78. 73' 30.85' C= 70.84' 70. CB= S 44'51'32" W 0. 8, 0.2' C' ONONETR 0 - - - - - - - - 4596 V5' CONC. IN WALK WALK S N&D N 00014'55" W 4596IN WALK 9.92' 1" eg, 1v C- Y L-A IVE REDR06Y,7 T 50' RIW) TRACT I (UTILITY AND ACCESS RIW) PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SUQACKS: PROPOSED DRAINAGE FLOW FRONT 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS - 22.1' SIDE = 5.0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PLAN CR USEjWE M? - S CO TY 7 & ASSOC, INC. - LAND SURVE.MRS LEGEND - LEGEND - P PLAT PJ3J- • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. TYPICAL 1 P. P. : IRON PIPE PAC. • POINT OF REVERSE CURVATURE IRONRODPICAC, PONT IF COMPOUND CURVATURE NOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY TEAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ- 17 FLORIDA ADWIN, MS STRACODE PURSUANT TO SECTION 472.027, FLORIDA STATUES G.M. - CONCRETE MONUMENT RAD. - RADIAL SET I.R. - 1IA ./#L9 4596 HR. NON -RADIAL 2 UNLESS EU90SSED WITH SURVEYOR'S SIOMTURE AND OR(OINAL RAISED SEAR, THIS SURVEY MAP OR COPIES ARE NOT VAUD REC. RECOVERED VP. WITNESS POINT P.O. B. •POINT Of BEGINNING CALC. CALCULATED J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FVRNISHED TO THE SURVEYOR. THERE MAY Be OTHER RESTRICTIONS OR EASEMENTS THAT AF7CT THIS PROPERTY. P.O. C. POINT OF COMMENCEMCN7 PJQ A • PERMANENT REFERENCE MONUMENT CENTERLINE Ff. FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS 44VE BEEN L TED UNLESS OTHERWISE SHOWN. OCA 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&DNAIL & DISK 844- BUILDING SETBACK LINE RIV RIGHT- OF-WAr Bx BENCHMARK 6. DIMENSIONS SHOWN FOR THE aXATION or IMPROVEMENTS HEREON swuLo NOT BE usev, TO RECONSTRUCT BOUNDARY LINES. VW EROUOARYESESMT, • EASEMENT 91 •BASE BEARING 7 9&Amws, ARE a4sw ASSUMED &Mvid ANO, ON THE LINE SHOWN As BASE REARING (99.) DRAIN, DRAINAGE UTH.. w UTILITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. CLFC. •CHAIN LINK FENCE P. CERTIFICATE Or AUTHORIZATION No. 4596, WD,FC, • WOOD FENCE c/o • CONCRETE BLOCK PIC P jNt OF CURVATURE SCALE I- - 20 DRAWN BY. P.T. • POINT OF TANGENCY DESC. CERTIFIED BY.• DATE ORDER R RADDESCIUSTIRIPON L wARC LENGTH D DELTA I PLOT PLAN 02-20-2018 976-18 C • CHORD REVISED PLOT PLAN (MOVED BLDG.) 05-01-2018 C.B. • CHORD REARING NORTH . FORA490ARD FOUNDATION/CLEVS. 07-13-18 4345-18 I FINALIELEVS. 10-30-18 7068-18 THIS BUILDING/ PROPERTY DOES.NOT UE WITHIN I-- - -- Aok! THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER TO RUSEN R, R.L.S. 4714 ZONE X. MAP I 12117C 0055 F CO L 1AW SCOR.L.S 1 4801