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544 Red Rose Ln 18-2005Parcel ID Number:/ 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. GRANT MALOY? SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER SK. 9119 Ps 1869 (1Pss) CLERK'S & 2018047093 RECORDED 05/01/2018 11:50:00 AM RECURRING FEES $10.00 RECORDED BY hdevore 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. I. Description of property : LOT 2/ Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book%1 PagtW— lof the public records of Seminole County, Addresses Florida. : r` f' A Ak 6e e Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. f 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(I)(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(I)(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, FLORIOA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 44 l Signature of Owner's Agent: hn Asa Wright Taylor Morrison of Florid Sworn to and subscribed before me this by John Asa Wright who is personally known to me. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 Notary Signatu 11 AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 declare foregoing and that the facts stated in it are true to the best of my knowledge and belief. C0% al A a 6 r Gf`..KCO APR z 6 2 I CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: ) • a ao 01 Documented Construction Value: $ 4fux Z lI on -m 007 Job Address: 4-YA Ad Historic District: Yes No Parcel ED:2— 1-19-30-S10_-0000-223 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: LOT NUMBER: 97 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphned PermitsPermitsPerm its.com 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 I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Eng I neer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: NIA Address: E- mail: Mortgage Lender: NIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 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 [CC 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. d, /, = Z, Initure of Owner/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Nota of Florida Da IIY OOIOA FF 209t08 1927 5aMtaNopN Owner/Agent is yEO, Personally Known to Me or Produced ID N/A Type of ID AZ1 Z C //; 7. 6 azure of Contractor/ADate JOHN ASA WRIGgent TPrint Contractor/Agent's N y Signature o ou;ry-State of Floridalob- D.A.CLW Dat F" 1•• My p1pIIIB810M F FF 109108 eYJunN2° s°tea rtan Contractor/ Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical © Mechanical ® Plumbing0 Gas Roof Construction Type: ve Total Sq Ft of Bldg: Z (-4 2- Occupancy Use: Q3 Flood Zone: k_5 ATrgtHET) Min. Occupancy Load: / N # of Stories: 2 New Construction: Electric - # of Amps 1 -G-o Fire Sprinkler Permit: Yes[] NoFA # of Heads APPROVALS: ZONING: 6- N /$ 5 Z UTILITIES: ENGINEERING: ti- UL 1641- %8 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. Ca Fil/a • YI ./110 Plumbing - # of Fixtures 21 Fire Alarm Permit: Yes NOQ WASTE WATER: BUILDING: 5I' G- IA Revised: June 30, 2015 1 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ M ao US Job Address: Historic District: Yes No Parcel ED:2,1'-19-30-10-0000-223 0 Residential [yCommercial El Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email:daphnefiPermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property?: NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Eng I neer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 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 No of Florida Da IJIY EXPIRES' VE E)(PIRES:June27,2019 Aoe0TW NOqW110 Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID w1X6 x, azure of Contractor/Agent Date JOHN ASA WRIG T Print Contractor/Agent's Nam Signature o otary-State of Florida Dati 66 g'! pHIFFFiG9S N21. tby6cthR' rtaa Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: y :?v 4L WASTEWATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application P187 0'%=% 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: 544 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2230 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O CsAL SO 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 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BPk18-2005 Reviewed by: Michael Cash, CFM Date: May 17, 2018 P0 O Application for Right -of -Way Use 0,_ for Driveway, Walkway & Landscape I D,y Department of Planning 6 Development Services nfa 300 North Park Avenue, Sanford, Florida 32771 kvenveaMordflgov 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 f right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. fff b / /+ '^ % flee. ebsM pelow. M/L71 t1j f aC 2 /) n / Cellbdompudia. 1. Project location/Address: rtcrrf-_ LCi-.`T- 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: MIA C ;A 7 / AM AIS41 SFA This application is submitted by: ProPartYowner? Q p! ,I y, Signature: Print Name: AY104 (/IV .9A_& hM&S Address: aNE / AhQ R, ZZICI Phone: 40-W-6 44 Q Fax- olt:GOhneCa Atlmi i is ran Date: 1' 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the 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-cfinrdy. If the Requester does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightofJwdy to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes 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 counalpersons, 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 attorneys fees up to and including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. 1 have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and agre,p V*y all city foes related to this application as required by the clty's adopted Fee Resolution. W/ This permit shall be posted on the site during construction. Please call 407.688.6080, Eft S401. 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: w},X .4,i:;.:. .,,.:i.:is.:.`.•:•..,.••wsA;. ..m i.>.a r..,..r: i:.• .: ,.;i..: .4.•:: :.'Y•i:>. :: ,:. ... .. .. xi:9"• • •l' < •)a.. a;.•.' ::YY}. :X•. i:..,..,D...>'nii.,: n@, :i L,.:...,,SY.l.v.r w ...v ,.,., ... 4.Y.k):.>.,.... w.. .. <...SS'• n>?}....i. N•-+ 4.:'Y '.Ya.•. i.).:,]4.:w :5:....Y. pk:: ,• . 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Condtbons'•• .:: ....:. .'::. ` <•> ............ ...LV September 2010 ROW Use OAve"y.pdf 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 A llA rpec• ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SCPA Parcel View: 21-19-30-510-0000-2230 http://parceidetai i.scpafl.org/Parcei Detai I In fo.aspx?P[ D=2119305100... I of 2 as Propgdy Record Card IPJWB% Parcel: 21-19-30510-0000-2230 en.+aaoowry aaros Property Address: 544 RED ROSE LN SANFORD. FL 32771 Parcel Information - - — - Parcel 21-19-30-510-0000-2230 Owner(s) TAYLOR MORRISON OF FL INC Property Address 544 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code GO -VACANT RESIDENTIAL Exemptions Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market CosUMarket Number of Buildings 0 0 Depreciated Bldg Value Depredated EXFT Value Land Value (Market) E40,000 26.050 Lend Value Ag Just/MarketVelue" 540,000 526,050 Portability Adj 225 .' 6 o Save Our Homes Adj so 0 12031 „ 319 Amendment 1 Adj so 12,794 224 i a ' P&G Adj so 11931 0 31 0 Assessed Value 40.000 13.268 2!3 119.34 g 317 Tax Amount without SOH: >r336.00 37 4- 20 2017 Tax Bill Amount $336.00 1,21937 ul 31 Tax Estimator 221 d 120 Save Our Homes Savings: $0.00 119.40 g 31,E 120 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description - LOT 223 - - - - THORNBROOKE PHASE 4 PS 81 PGS 70.71 Taxes Taxing Authority I Assessment Value Exempt Values I Taxable Value County General Fund 40.000 s0 40,000 Schools 40,000 s0 40.000 City Sanford 40.000 0 40,000 SJWM(Saint Johns Water Management) 40.000 s0 40.000 County Bonds 40,000 s0 40.000 Sales Description Dam Book Page Amount Qualified Yhonnip No Sales Find Comparable Soles J Lend -------- --- ----- -- -- I I Building Information Permits Peril 0 Description Agency Amount CO Dam Perk Dam 4/26/2018, 12:24 PM Method Frontage Depth Units Units Price Land Value LOT 1 40,000.00 40,000 taylor LIMITED POWER OF ATTORNEY morrlson Homes inspired Dy Yau DATE: Y NAME AND APPOINT: Gustav Bates, KarenMeAdams, Alison Perrotti, Anthony Pefratti, Janev Jahner, Allan Jahner EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: CITY OF SANFORD FOR A BUILDING PERMIT FOR WORK TO%BE PERFORMED AT LOT NUMBER : SUBDIVISION: THORNEBROOK ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) 4e/ A,/— SIGNATURE 9F CO RACTOR.) —1 STATE CERT. fil CBC 1257462 The foregoing insb DATE: BY: STATE OF FLORIDA COUNTY OF ORANGE. Who is personally known to me and did not take an oath. NAME: Daphne Clark My Commission # FF209108 My Commission Expires 6127117 NOTARY: SIGNATURE OF NOTARY: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot223ThornbrookeCaptivaGLE Builder Name: Taylor Morrison BUI(OV Street: 544 Red Rose Lane City, State, Zip: Sanford , FL. 32771 Permit Office: Permit Number: # 1 - 2 U 0 5 Sq NpoROOwnerJurisdiction: 691500 G Design Location, FL, Orlando County:: Seminole (Florida Climate Zone 2) 4 1. New construction or existing New (From Plans) 9. Wall Types(2548.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1163.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1163.00 ft 6. Conditioned floor area above grade (ft') 1989 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(321.4 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 249.38 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' 12 Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Faclor: N/A ft' a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.792 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b. Floor over Garage R=19.0 6.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.162 Total Proposed Modified Loads: 61.34 PASSTotalBaselineLoads: 63.09 1 hereby certify that the plans and specifications covered by Review of the plans and F0HE STgT this calculation are in compliance with the Florida Energy specifications covered by this y Code. - calculation indicates complianceso withwith the Florida Energy Code. nx ••: ',•.`' +•• „ O PREPARED BY: sJ`T Before construction is completed DATE: _ 4/-12/1.8 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in ompliance Florida Statutes. with the Florida Energy Code. OWNER/A T:_ _ BUILDING OFFICIAL: DATE: __(_ . _• DATE: 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). 4/12/2018 3.44 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing. Comment: Lot223ThornbrookeCaptivaGL Bedrooms: 3 User Conditioned Area: 1989 Total Stories: 2 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, Slate, Zip: Street Address 544 Red Rose Lane Seminole Sanford , FL. 32771 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 6 ft' 1157 ft' 19 0 0 1 0.34 0 0.66 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1301 ft' 292 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1163 ft' 0.11 Wood 4/12/2018 3-44 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V #__Omt To Wall Type- Space R_Value-Et-In-Ft_In-__Area_ R Value_Eraction__ Absor._Grade%- 1 N Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft' 0 0 0.6 0 4 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 6` 8 17.2 ft' 2 NE Wood Main None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 3 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 8.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 4 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 5 S 6 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 6 S 7 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 7 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 8 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 8 in None None 9 W 9 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 9 It 0 in 0 ft 0 in None None 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2134.9 117.2 22041 3678 7 4/ 12/2018 3:44 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 F&T:7LTA i iF.Ii Vi HEATING SYSTEM System Type Subtype Efficiency_ Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fl' DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling(( Heatin[ X Jan jj Feb [j jj Mar Jan [ X] Feb [X] Mar Wj Apr (j Apr [ May JXJ Jun rl Jul May Jun Jul Au[ riAu X] Se j Sep Oct Oct Nov Nov HDec HDec Venlin [ Jan [ ] Feb Mar X] r [ Ma Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/ 12/2018 3:44 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 544 Red Rose Lane, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft= b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= fl' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 ft 6. Conditioned floor area (ft') 1989 b. N/A R= ft, c. N/A R= fl° 7. Windows" Description Area 11. Ducts R ft2 a. U-Factor. Dbl, U=0.34 249.38 ft' a. Sup: Attic, Ret: Main, AH: Main 6 397.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft° SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a. Central Unit 34.2 SEER:15.00 SHGC: d. U-Factor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.792 ft. Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft a. Electric EF: 0.95 b. Floor over Garage R=19.0 6.00 ft' b. Conservation features c. N/A R= ft' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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. 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot223ThornbrookeCaptDEL-AIR ... Date: June 14,2014 KUMe • = 00lmmamlo Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone, 407.333.2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: Taylor Morrison 544 Red Rose Lane, Sanford, FL 32771 Notes: LS 3/16118 JA LS 4/12/18 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20275 Btuh Structure 23265 Btuh Ducts 1725 Btuh Ducts 2854 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh gone) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22000 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 BtuhInfiltrationEquipmentsensibleload26119 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3857 Btuh Ducts 628 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1989 1989 Equipment latent load 4485 Btuh Volume (ft3) 20884 20884 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 30603 Btuh Equiv. AVF (cfm) 174 90 Req. total capacity at 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-036-230-21 Cond 14HPX-036-230-21 AHRI ref 10258589 Coil CBA27UHE-036-230'++TDR AHRI ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 470F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 32 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighttscxft- 2018-Apr-12 15:48 17 r - w —• Right -Suite® Universal 2018 18 0 10 RSU24011 Page 1 AC.c.P...rookeCaptivaGLE\Lo1223ThornbrookeCaptivaGLE.rup Catc a MJ8 House laces: E QDEL--AIR Right-M Worksheet t""°'=" Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web- WWW.DELAIR COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Roan name Exposed wall Roan height Roan dimensions Roan area Entire House 254.3 It 9.2 It d 2279.6 It2 Family/Great rm 32.0 It 9.3 It heat/cool 15.0 x 17.0 It 255.0 W Ty Construction number U-value Stuh/Iti•F) Or HTM at It2) Area (It2) I or perimeter (It) Load Btuh) Area (It2) I or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy I--G 12 .0 2A•2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 347 6 341 0 871 57 957 74 0 0 0 0 0 0 0 0 yl fi 13A-4ocs 2A-2ov 0.143 0.340 n n 4.02 9.56 2.75 12.40 358 9 349 0 1402 87 961 113 0 0 0 0 0 0 0 0 1 t 13A-40cs LIDO 12C-0sw 2A-2ov 2A-2ov 0.143 0.390 ne ne_ 4.02 2.75 36 23 14 23 55 248 36 269 0 0-0-0-0 0 0 0 Vy tI--(G 0. 340.340 0.340 a a a 10.96 2.56 9.55 9.55 11.88 2.81 35.69 25.69 270 8 15 247 0 0 632 76 143 694 286 535 0 0 0 0 0 0 0 0 0 0 0 0 W 13A4= 143 4.02 2.75 281 Q. 6D 347 45 60 243 166 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-0sw 2A-2ov 0.091 0.340 s s 2.56 9.55 302 67 771 430 847 5M VVjjll G 13A-4ocs 2A:2ov 0.143 0.340 s s_ 4.02 9.55 275 13.88 359 39 321 0 1289 368 883 535 159 0 159 0 637 0 437 0 12C-0sw 2A.2ov 28_21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 270 30 40 200 0 0 511 287 382 562 1071 1428 0 0 0 0 0 0 0 0 0 0 0 0 VLS13A-40cs 2A-2omd 2A-2cv 12C-0sw 1160 0.143 0.580 0 340 0.091 0.390 w w w n 4.02 16.30 9_55 2.56 10.96 275 18.38 35_69 1.72 11 88 279 64 58 158 120 0 633 1043 552 434 1176 2064 140 64 0 76 60 0 305 1043 0 209 1176 0 P L-0 220 18 202 18 516 201 348 218 0 0 0 0 0 0 0 0 C 168-38ad 0.026 1.40 1163 1163 850 1632 0 0 0 0 F 2OP-191 0 050 1.40 0.70 6 6 9 4 0 0 0 0 F 22A•tpl 0.989 27.79 000 1157 117 3258 0 255 32 689 0 6 c) AED excursion 2718 1233 Envelope loss/gain 14916 18587 2875 3056 12 a) Infiltration b) Room ventilation 5359 0 1726 0 688 0 221 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 1802 3 690 0 Subtotal (lines 6 to 13) 20275 23265 3563 3967 14 15 Less external load Less lransler Re6stnbution Subtotal Duct bads gve 12% 0 0 0 20275 1725 0 0 0 23265 2854 0% 0% 0 0 0 3563 0 0 0 0 3967 0 Taal room bad Air required (clm) 22000 1140 26119 1140 1 1 3563 185 3967 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fid- wrightsoft- 2018-Apr-1215:48:17 cA Right -Suite® Universal 2018 18.0.10 RSU24011 page 1 rookeCaplivaGLE%Lot223ThornbrookeCaptivaGLE.rup Calc - M.18 House faces: E 1 DEL -AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DELAIR COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master bdrm 29.5 It 9.3 It heat/cool 15.0 x 14.5 It 217.5 fl2 M.Sth 11.5 it 9.3 It heat/cool 1.0 x 96.8 ft 96.8 It= Ty Construction number U•value BtutvflMF) Or HTM atuh/112) Area (III or perimeter (11) Load atuh) Area (III I or perimeter (It) Load 8tuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 I--C 12C4)sw 2A•2ov 0.091 0.340 n n 2.56 9.55 281 12.40 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 yl I G 13A flocs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 135 0 135 0 542 0 371 0 107 0 107 0 430 0 294 0 11 Vyel L--O. 13A-40cs 11 DO 12C-Osw 2A•2ov 2A•2ov t3A cs 12C-Osw 0.143 0.390 no 4.02 10.96 2.56 9.55 9_55 4,02 2.56 9.55 4.02 9.55 2.75 1.1.88 2.81 35.69 35_69 2 . 881 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 0.091 0.340 0340 0.1 43 ne_ a a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W VII f` y/ 1--G 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0.091 0.340 0.143 0.340 s s 5 s_ 2 12.78 275 I3.88 0 0 0 0 0 0 0 02A•2bv 13A-40cs 2A.2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 28_21v 13A-40cs 2A•2omd 2A•2ov 12C-Osw 11 DO 0.091 0.340 0.340 w w w 2.56 9.55 9_55 4.02 16.30 9_55 2.56 10.96 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.143 0.580 0 W- 0.091 0.390 w w w n 275 18.38 35_69 1.72 11.88 140 0 58 82 0 0 328 0 552 225 0 M0 0 0 0 0 0 0 0 0 0 0 0 P L-D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.73 1 . 00 0 0 0 0 0 0 F 20P•191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-Ipl 0.909 27.79 0.00 218 30 820 0 97 12 320 0 6 c) AED excursion am 17 Envelope loss/gain 2242 3480 749 278 12 a) Infiltration b) Room ventilation 632 0 203 0 246 0 79 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 2874 3913 996 357 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 2874 0 0 0 0 3913 0 ma 01/6 0 0 0 996 0 0 0 0 357 0 Total room bad Air required (cfm) 2874 149 3913 171 996 52 357 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig lsotPt- 2018-Apr-1215:48:17 Right-Suite® Universal 2018 18.0.10 RSU24011 Page 2 rookeCaptivaGLSLot223ThornbrookeCaptivaGLE.rup Calc a M.18 House faces: E J DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C 8t REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-38M Web: WWW.DELAIR.COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M.Wc 0 It 93 It heal/cool 3.5 x 6.5 It 22.8 It2 M.Wic 0 It 9.3 It heal/cool 1.0 x 48.0 It 48.0 It2 Ty Construction number U-value Btutvlt;•F) Or HTM 81uhlftq Area (ftj I or perimeter (It) Load Btuh) Area (Itj or perimeter (ft) Load Stuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy C 0.091 0.340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl C F72A-2qv 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2ov 13A-4ops 12C-Osw 2A-2ov 13A•400S 2A_20v 0.143 0.390 ne 4.02 2.75 1.w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.340 0.143 0.091 0_340 0.143 0.340 re_ a a a a s s s s_ 1096 2.56 9.55 9_55 2.56 9.55 4.02 9.55 2.81 35.69 35s_69 75 2.81 12.78 2.75 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01-( W i-G y/ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i--G 12C•Osw 2A-2ov 28.21v 0.091 0.340 0_340 0.143 0.580 0.340 0.091 0.390 w w w w w w n 2.56 9.55 9 55 4.02 16.30 9.55 2.56 10.96 2.81 35.69 15_69 2.75 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A-4ocs 2A•2omd 2A-2ov 12C-Osw 11 DO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 P L-0 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 168-38ad 0.fY16 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP-191 0_050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 27.79 0.00 23 0 0 0 48 0 0 0 6 c) AED excursion 0 1 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1 0 0 1 Subtotal (lines 6 to 13) 0 1 01 1 14 15 Less external load Less transfer Redistribution Subtotal Duct loads I -W. 1 0% 0 0 0 0 1 0 0 0 0 1 0 0% 0% 0 0 0 0 0 0 0 0 1 0 Total mom bad Air required (cfm) 0 0 1 0 1 0 0 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r'- wrigf lsoft- AM PageUniversal201818.0 10 RSU24011 2018•Apr-1215:48:17 Page 3 rookeCaptivaGLE\Lot223ThombrookeCaptivaGLE.rup Calc - MJ8 House laces: E 1 DEL -AIR Right-JO Worksheet 1110-Am °°'"'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW OELAIR.COM Job: Lo1223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Laurdry 6.5 It 9.3 1t heat/cool 6.5 x 6.5 It 423 ft2 Kitchen 11.4 It 9.3 It heat/cool 1.0 x 134.4 It 134.4 ft° Ty Construction number U-value BluWlt;•F) Or HTM atuhlft2) Area (It2) or perimeter (11) Load Btuh) Area (Its) or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 t C 12C-Osw 2A•2ov 0.091 0,340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl t -G 13A-4ocs 2A•2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 60 0 60 0 243 0 166 0 0 0 0 0 0 0 0 0 11 y/ D. 13A-40cs I I Do 12C-0sw 2A-2ov 2A-2ov 0.143 0.390 ne 4.02 10.96 2.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 0.091 0.340 0.340 ne_ a a a 2.56 9.55 9.55 1.1.68 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W I AA44oFg 0.143 e_ 8240.091 2.75 2.81 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q VN G 12C-0sw 2A-2ov 0.340 s s 2.56 9.55 0 0 0 0 0 0 0 0 13A-40cs 2A.2ov 6.143 0.340 s s_ 4.02 9.55 275 13.88 0 0 0 0 0 0 0 0 107 0 107 0 431 0 295 0 12C-0sw 2A-2ov 2B•21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLS13A•40cs 2A•2omd 2A-2oy 12C-0sw 11130 0.143 0.580 0.340 0.091 0.390 w w w n 4.02 16.30 9.55 2.56 10.96 2 75 18.38 35_691.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 0 0 0 0 0 0 0 0 131 0 131 0 335 0 226 0 C 16B-38W 0.026 0.73 1.40 0 0 0 0 0 0 0 F 2013•19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F I 22A-tol 0.989 27.79 0.00 42 7 181 0 134 11 317 6 c) AED excursion 37 at Envelope loss/gain 424 130 1083 440 12 a) Infiltration b) Room ventilation 139 0 45 0 247 0 80 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 1200 Subtotal (lines 6 to 13) 563 775 1330 1719 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 563 0 0 0 0 775 0 0% 0% 0 0 0 1330 0 0 0 0 1719 0 Total room load Air required (cfm) 563 29 775 34 1 1330 69 1719 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsofe- 2018-Apr-1215:48:17 Right-SuileO Universal 2018 18.0.10 RSU24011 Page 4 rookeCaptivaGLE%Lo1223ThornbrookeCaptivaGLE.rup Calc - M.18 House laces: E DEL -AIR Right-JO Worksheet Ar010-IM Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333-2665 Fax- 407-333-3853 Web: WWW.DELAIR.COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13.8 It 9.3 It heat/Cool 1.0 x 301.3 It 301.3 It2 Pwdr 12.5 If 9.3 It heat/cool 6.5 x 6.0 It 39.0 It= Ty Construction number U-value Btuh/IIMF) Or HTM atuh/112) Area (It2) or perimeter (ft) Load 81uh) Area (Itx) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII 1 12C.Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj1 G 13A-flocs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 56 9 47 0 188 87 129 113 11 t13A-4ocsD. 1,D0 12C-Osw 2A-2ov 2A-2ov 136flocs 12C- Osw 13A- 40cs 0. 1430. 390 0. 091 0. 340 0> 340 OL 43 0. 091 0. 340 0. 143 0. 340 ne ne_ a a e_ e s s s s_ w w w w w w n 4. 02 10. 96 2. 56 9. 55 955 4. 02 2. 56 9_ 55. 4. 02 9. 55 2. 56 9. 55 9. 55 4. 02 16. 30 9. 55 2. 56 10_ 96 0. 73 2. 75 11. 88 2. 81 36. 69 35_ 69 275 2. 81 12. 78 275 36 23 14 23 55 248 36 269 0 0 0 0 0 0 0 V i- G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W y/ 0 0 0 0 0 0 0 0 60 60 243 0 0 166. 0 0 0 0 0 0 0 0 0 0 yJ I-- C 93 39 55 0 220 368 151 Sm 0 0 0 0 0 0 0 0 V612C- Osw 2A_ 2ov 2A- 2ov 2B- 2(v 2A- 2omd 2A- 2gv 0 091 0. 340 0. 340 0. 143 0. 580 W 0. 091 0. 390 0. 026 13. 88 2. 81 35. 69 35. 69 275 18. 38 35_ 69 1. 72 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V613A- 4ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L- 0 12C- Osw 1100 16B- 38ad 89 18 71 18 181 201 122 218 0 0 0 0 0 0 0 0 C 1.40 22 22 16 3020 20 14 27 F 20P-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 301 14 384 0 39 13 347 0 6 c) AED excursion 11 24 Envelope loss/on 1675 1374 879 412 12 a) Infiltration b) Room ventilation 299 0 96 0 268 0 86 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 0 0 1 0 0 Subtotal ( lines 6 to 13) 1973 1700 1147 498 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 0% 0"/0 0 0 0 1973 0 0 0 0 1700 0 40% 0% 0 0 0 1147 0 0 0 0 498 0 Taal room bad Air required (cfm) 1973 102 1700 74 1 1 1147 59 498 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtr tsott- 2018-Apr-12 15:48:17 ZcA -^ Right -Suite® Universal 2018 18.0.10 RSU24011 Page 5 rookeCaptivaGLE% Lol223ThornbrookeCaptivaGLE.rup Cale a MJ8 House faces: E QDEL--AIR Right-JO Worksheet MAM-Am Entire House DEL AIR HTG, A/C 81 REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: Lot223ThombrookeCaptiva... Date: June 14,2014 By: RH I 2 3 4 5 Room name Exposedwall Room height Room dimensions Room area Open to Belau 32.0 It 9.0 It heat/cool 15.0 x 17.0 It 255.0 flit 8dnn 2 26.0 It 9.0 It heat/cool 15.0 x 11.0 It 165.0 fly Ty Construction number U-vaiue Stuh/fN-*F) Or HTM Bluhlft2) Area (ft2) I or perimeter (Il) toad Btuh) Area (III I or perimeter (It) Load 81uh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W C 12C-Osw 2A•2ov 0.091 0.3409.55 n 2.56 2.81 12 0 0 0 0 0 0 99 0 99 0 253 0 278 0 11 y! 1 13A-40cs 2A•2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 13A-40cs 11 DO 0.143 0.390 ne ne_ 4.02 10.96 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I 12C-0sw 2A-2ov 2A•20v 3A-4ocs 0.091 0.340 0340 a a a 2.56 9.55 9_55 4.02 2.81 35.69 35_69 2.7$ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ti----fl W 0.143 e_ 0 0 0 0 0 0 0 0 t-G t 2C-0sw 2A-2ov 13A-40cs 2A:2ov 0.091 Q340 0.143 0.3.40 s s s s_ 2.56 955 4.02 9.55 2.81 12,Z8 2.75 13.88 153 0 153 0 391 0 430 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 f--C 120-0sw 2A•2ov 28.21v 0.091 0.340 0.340 0.143 0.580 0,340 w w w w w w 2.56 9.55 9_55 4.02 16.30 9.5,5 2.81 35.69 35_69 175 18.38 3L69 135 0 40 95 0 0 243 0 382 0 0 267 0 1428 0 0 135 30 0 105 0 0 268 287 0 295 1071 0 0 0 0 13A-40cs 2A-2omd 2A•2ov 0 0 0 0 0 0 0 0 0 0 0 0 R L-0 12C-0sw 1100 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-38ad 9.026 0.73 1.40 255 255 1fi6 358 165 165 121 231 F 2OP•19t 0050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15421 1 405 Envelope loss/gain 1203 3025 929 2281 12 a) Infiltration b) Room ventilation 663 0 214 0 539 0 IN 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1 1866 3238 1468 2455 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 28% 0 0 0 1866 411 0 0 0 3238 894 22% 28% 0 0 0 1468 323 0 0 0 2455 678 Total room load Air required (clm) 2277 118 4132 180 1791 93 3132 137 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof t- 2018-Apr-12 15:48,17 AC Right-Suile® Universal 2018 18.0.10 RSU24011 Page 6 rookeCaptivaGLSLa223ThornbrookeCaplivaGLE.rup Cale - MJS House faces: E DEL --AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax. 407-333-38M Web: WWW.DELAIR.COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Sth 2 8.5 It 9.0 It heat/cool 6.6 x 8.5 It 56.0 ft2 Loft 24.5 It 9.0 It heat/cool 1.0 x 420.5 It 420.5 It2 Ty Construction number U•value Bluh/I(2••F) Or HTM at It2) Area (It2) I or perimeter (It) Load Btuh) Area (112) or perimeter (ft) Load Bluh) Heat cool Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 VII f 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 12.49 77 6 71 0 180 57 198 74 63 0 63 0 161 0 177 vjl G 13A flocs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yyll D. 13A-40cs I I DO 12C-Osw 2A-2ov 2A-2ov 0.143 0.390 ne 4.02 10.96 2.56 9.55 9.55 4.02 2.75 11.88 2.81 35.69 35.69 2.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0340 ne_ a a a 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 59 0 0 0 150 0 0 0 164 0 0 W - 13A flocs o.143 a 0 0 0 0 0 0 0 0 iVjl y/ G 12C-Osw 2A-toy 13A-40cs 2A 2ov 0.091 0_340 0.143 0.340 s s s s_ 2.56 9_55 4.02 9.55 2.81 12.78 2.75 13.88 0 0 0 0 0 0 0 0 99 30 69 22 176 287 194 383 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--G 12C-Osw 2A•2ov 28-21v 0.091 0.340 0.340 w w w 2.56 9.56 9.55 2.81 35.69 3569 275 18.38 35.69 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IGG' 13A-40cs 2A•2omd 2A.2ov Osw 11 Do 0.143 0.5w 0340 0.091 0.390 w w w n 4.02 16.30 9.55 256 10.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R12CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1 0.73 1.40 55 55 40 77 421 421 307 590 F 2OP-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-Id 0.989 27.79 0. 0 0 0 0 6 c) AED excursion 18 36 Envelope loss/gain 278 332 1081 1473 12 a) Infiltration b) Room ventilation 176 0 57 0 sw 0 164 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 454 388 Ism 1636 14 Less external load Less transfer Redstribution Subtotal Duct bads 22% 28% 0 0 0 454 too 0 0 0 388 107 22% 0 0 0 1589 350 0 0 0 1636 452 r Taal room bad Air required (clm) I I I 554 29 496 22 1939 100 2088 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgFxlso*e- 2018-Apr-1215:48.17 ZcA^ ^- Right -Suite® Universal 2018 18.0.10 RSU24011 Page 7 rookeCaptivaGLE\Lo1223ThombrookeCaptivaGLE rup Calc . MJ8 House laces: E 1 DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.266S Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 BY: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdnn 3 22.0 It 9.0 It heat/cool 11.5 x 10.5 It 120.8 It= Bdrm 3 Wic 5.5 It 9.0 It heat/cool 5.5 x 5.0 It 27.5 II2 Ty Construction number U•value Btuh/ItioF) Or HTM at III Area (III I or perimeter (ft) Load atuh) Area (w) I or perimeter (ft) Load Btuh) Heal Cool Gross N/P/S Heal trod Gross N/P/S Heat Cod 6 t--C 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9. 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 13A-40cs 2A•20v 0.143 0.340 n n 4.02 955 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yyll 13A-flocs 11DO 0.143 0.390 ne ne_ 4.112 10.96 2 75 U.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 12C-Osw 2A-20v 2A4ov J-3A_4ops 0.091 0.340 0.340 a a a 2.56 9.55 4.Q2 2.81 35.69 35_69 2.75 104 0 15 0 89 0 0 0 226 0 143 0 249 0 535 0 50 0 0 50 0 0 127 0 0 0 139 0 0 0W0.143 a 0 0 y! f Y--13A-flocs G 12C-Osw 2A•2bv 2A:2ov 0.091 0340 0.143 0.340 s s s s_ w w w 2.56 9_55 4.02 9.55 2.56 9.55 9.55 4.02 16.30 9_-c.5 2.56 10.96 2.81 12.78 95 15 80 11 203 143 223 192 0 0 0 0 0 0 0 0 275 0 0 0 0 0 0 0 0 0 0-0-0---0 0 0 0 12C-Osw 2A•20v 28.21v 13A•40CS 2A-2omd 2A-2ov 12C-Osw 11130 0.091 0.340 0.340 13.88 2.81 35.69 35.69 275 18.38 35_69 1.72 If.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.143 0.580 0340 0.091 0.390 w w w n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. P I-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1613:MW 0.026 0.73 1.40 121 121 88 169 28 28 20 39 F 2OP•19l 0 050 1.40 0.70 1 1 1 0 6 6 8 4 F 22A•tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 6 c) AED excursion 68 10 Envelope loss/gmn 805 1300 155 172 12 a) Infiltration b) Room ventilation 456 0 147 0 114 0 37 0 13 Internal gains- Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1261 1447 1269 209 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 22% 28%1 0 0 0 1261 278 0 0 0 1447 400 22% 287.1 0 0 0 269 59 0 0 0 209 58 Total room load Air required (cfm) 1539 80 1847 81 328 17 266 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighHtsof!- AG """• •"'•^••"• Right -Suite® Universal 2018 18 0.10 RSU24011 2018-Apr-12 15:48:17 Page 8 rookeCaptivaGLSLot223ThombrookeCaptivaGLE.rup Cale . MJ8 House faces: E DEL --AIR Right-J® Worksheet m1am • m °"'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW DELAIR.COM Job: Lot223ThornbrookeCaptiva... Date: June 14,2014 By: RH I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bth 3 18.5 It 9.0 It heat/coal 6.5 x 12.0 It 78.0 f12 Ty Construction number U•value BluWlt2--F) Or HTM Bluh/fl2) Area (III or perimeter (11) Load atuh) Area or penmeter Load Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 W 1 12C Osw - 2A•20v 0.091 0,340 n n 2.56 9M 2.81 12.40 108 0 108 0 276 0 304 0 yl G 13A•40cs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 I t Y 13A-4ocs 11 D0 12C-Osw 2A•2ov 2A•2(v 0.143 0.390 ne 4.02 10,96 2.75 0 0 0 0 0 0 0 0 Vjl I-CC 0.091 0.340 0.340 ne_ a a a 2.56 9.55 9.55 11.88 2.81 35.69 35.69 59 8 0 51 0 0 129 76 0 142 286 0 W 13A-4oc$ 0.143 e_ 4.02 75 0 0 0 0 V1l f 12C•Osw 2A-2ov 0.091 0.340 s s 2.56 9.55 2.81 12 78 0 0 0 0 0 0 0 0 13A•40cs 2A:2ov 0.143 0.340 s s_ 4.02 9.55 2.75 1188 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 28-21v 0.091 0.340 0.340 w w w 2.56 9.56 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 I--G 13A-40cs 2A•2omd 2ov 0.143 0.580 0340 w w w 4.02 16 30 S.55 2.75 18.38 356 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 12C-Osw 1ID0 0.091 0.390 n 2.56 10.96 1.72 If. 88 0 0 0 0 0 0 0 0 C T6- -38ad 0.026 0.73 1.40 78 78 57 109 F 2OP-19t 0.050 1.40 0.70 0 0 0 0 F 22A-tpl 0.9N 27.79 0.o 0 0 0 0 6 c) AEO excursion 3 Envelope loss/gain W9 837 12 a) Infiltration b) Room ventilation 384 0 123 0 13 Internal gains: Occupants @ 230 Appliames/other 0 0 0 Subtotal (lines 6 to 13) 1 922 961 14 IS Less external load Less transfer Redstribution Subtotal Ouct bads 22% 28% 0 0 0 922 203 0 0 0 961 265 Total room bad Air required (cfm) 1125 58 1226 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsof!- 2018•Apr•1215:48:17 leak Right•suites Universal 2018 18.0.10 RSU24011 page 9 rookeCaptivaGLElLot223ThornbrookeCaptivaGLE.rup Calc - M.18 House laces. E 1,•DEL-AIR Duct System Summary Job: Lot223ThombrookeCapt... Date: June 14,2014 tEAr11110 • AM ODNWFKMM Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web WWW DELAIR COM For: Taylor Morrison 544 Red Rose Lane, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm 172 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 3132 93 137 0.292 7.0 Ox 0 VIFx 12.2 70.0 Bdrm 3 c 1847 80 81 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 328 17 12 0.265 4.0 Ox 0 VIFx 20.6 70.0 eth 2 h 554 29 22 0.316 4.0 Ox 0 VIFx 5.9 70.0 Sth 3 h 1125 58 54 0.295 5.0 Ox 0 VIFx 11.3 70.0 Dining h 1973 102 74 0.181 6.0 Ox 0 VIFx 42.3 90.0 SO Family/Great rm h 3563 185 173 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 10tchen c 1719 69 75 0.183 6.0 Ox0 VIFx 41.0 90.0 stl Laundry c 775 29 34 0.191 4.0 Ox0 VIFx 35.6 90.0 stl Lott h 1939 100 91 0.272 6.0 Ox 0 VIFx 18.4 70.0 M.Bth h 996 52 16 0.180 5.0 Ox0 VIFx 43.1 90.0 st1 M.Wo c 1 0 0 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.wic c 1 0 0 0.181 4.0 Ox 0 VIFx 42.3 90.0 stl Master bdrm c 3913 149 171 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below c 4132 118 180 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1147 59 22 0.193 5.0 Ox 0 VIFx 34.4 90.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 334 344 0.139 438 12.0 0 x 0 Vint% SO SO Peak AVF 645 564 0.139 603 14.0 0 x 0 Vint% wrightsoft- 2018-Apr-1215:48:18 Right -Suite® Universal 2018 18.0.10 RSU24011 Page t MCA .. rookeCaplivaGLE\Lot223ThombrookeCaptivaGLE.rup Calc - MJS House laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1140 1140 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-npr-1215:48:18 i . W.. .._. Right -Suite® Universal 2018 18.0.10 RSU24011 Page 2 a 9 rookeCaplivaGLE\Lo1223ThornbrookeCaptivaGLE.rup Cak = MJ8 House laces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot223ThornbrookeCaptivaGLE Builder Name: Taylor Morrison Street: 544 Red Rose Lane Permit Office: City, Stale, Zip: Sanford , FL , 32771 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. Ceilinglattic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. 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 comers and headers of frame walls The junction of the lop 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 lop of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover Mates and walls or ceflinos. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® . USRCSB v6.0 4/12/2018 3:44:46 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot223ThornbrookeCaptivaGLE Builder Name: Taylor Morrison Street: 544 Red Rose Lane Permit Office: City, State, Zip: Sanford. FL. 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 .. Testing shall be conducted with a blower door at a pressure of 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)(0. (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 heal recovery ventilators shall be closed and sealed; 5. Healing and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: rnr KE STApA 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 544 Red Rose Lane Permit Number: Sanford , FL, 32771 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)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or 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. 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements ' of Table R402A.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 IJs) 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). Al 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)(0, (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 lime of the test. All registers shall be taped or otherwise sealed during the test. Postconstruclion 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 seated during the test. Exceptions: 1. A duct air leakage lest shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 V. 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 bumer(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 atilt 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. 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. 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/walt Any In -line fan Any 2.8 cfm/walt Any Bathroom, utility room 10 1.4 cfm/watl 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403 7.1 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool healing 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 healing, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013. when tested in accordance with ANSI 2 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/12/2018 3:45 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A lest report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator he 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. 4/12/2018 3:45 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 WINDOW VRDTMS 1. wWm — 1 lr tsAa m{a n 4r "OW *WIN to r us Ill 3"W Id ackllm FAWWOesa{s p loMMAolel41AMM AWIXI ldeawunfi 16914111a0elWgl{Isl Isla -416Wfit lG• a/IFpwIQJ aonwerru awn.aaofias h duct F or wall Fan 696RNB Must have a NNnun clearance of 4 Inches around the file handler per the State 42'z42' A/C Stab By Bulkier Mln. 2' from Watt AR-. v.•r: Ma aewea rMOM.Wat code. All duct has an 1•6 Insulatlon value. or.v om. r:w a ranee aaaedada.. M.ALea M eaee 3' bath duct to wall cap W/fan Nutone 696RNB 4' dryer duct to .&I no dryer ent bo, 3' bath duct to wall cap w/fan Nutone 696RNB ua d 114 u N g ON n S H in i 20 Vl CO CO W 1{J \ \ in M v M w V- Cle 0Y U Ct:1 M tf 0— M N 0. M 0 L Q<NM 3S l—UouF— O } Vl m LU > Z z aili3 j O Q O! Co d J IN 0 0 DESCRIPTION AS FURNISHED: Lot 223, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COP-y 30' UNNAMED PLATTED RAID FLORIDA LAND & COLONIZATION COMPANY LIMITRD W BEAROALLS MAP OF ST JOSEPH PLAT BOOK 1. PAGE 114 S 00R1221" E 40.00' rAPMU-VLUSPLANS Ant 0' LANDSCAPE. FE CE & WALL ESMT 26.14' 26.14' CIO LOT 223 Ok to construct single family home with setbacks and impervious area 5.00' shown on plan. c.-'a - Pf y&i /s 16.0 b LANAI 3 AC— 5.00' 5.00' 30.0' 3 1 PROPOSED RESIDENCE oi OEDCl) M M20cnR 11 LOT 224LOT222GARAGELEFTrn -4 Cf) 5.0' ENTRY y 5.00' M Oi 8.7' 5.00' h A7j 3 5.00' 21.3' 16' DRIVE 25.20 5.18' 10' UTIL ESMT QpG. V N 00.14 55' W 28.75' PC 5' WALK 3' FLARES ON LOT AREA CALCULATIONS: LOT = 4.777 SO. FT. CURB J r LIVING = 1,157 SOFT. B.B.)N 00°14'55" W GARAGE = 451 SOFT. 40.00' DRAINAGEFROM LANAI - 128 50.. CIVIL PLANS BREEZEWAY- N/A SOFT. DRIVEWAY - 403 SO.FT. RED ROSE LANE AICPAD = 12 SOFT. WALWALKWAY = 75 SO.F7 50' R/W) TRACT I (UTIL. & ACCESS R/W) IMPERVIOUS = 48.1 R 2.300 SO.,-T. 2 477 SOI-1. OFF LOT AREA CALCULATIONS: 0/6S00 R/W = 440 S0.11. APRONPROPOSEDFINISHEDSPOTGRADEELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: 114 PLOT PLAN ONLY. SIDEWALK - 200 SOFT. SOFT. PROPOSED DRAINAGE FLOW FRONT a 25' SOD NOT A SURVEY) TOT = 136 A A A' SOFT LOT GRADING TYPE A REAR n 15' F.F. PER PLANS - 22.3' l+v SIDE 5.0' PROPOSED INFORMATION SHOWN AREA 5.217 BASED ON SUPPLIED PLAN DRIVEWAY = 517 SOFT. PROPOSED so.F7 SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN AND/OR INSTRUCTIONS PERSIDEWALK a ?75 CLIENT NO7 FIELD VERIFIED SOD 613 SO.Fi SO Ff. CRUSENIYIE'YETR-SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 rr PLATrICLO Pal. TVP. POW? ON LINE TYPICAL Norm: IP. IRON PIPE r- POINT Or RCVCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MELTS nit STANGAROS OF PRACRCE SET FORM BY THE FLORIDA BOARD OF A WON Bob PCG POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER SJ-17 FLORIDA ADMW/STRA NC CODE PURSUANT 10 SECTION 4.12.027. rLORIDA STATUES CAL CONCRETE M&PIENT RAG RADIAL 2. MUSS EMBOSSED W TH SURVEYORY SICIMIURE AND ORIGINAL RAISED SW. 11R5 SURVEY MAP OR COAD ARE NOT VALID SET LR. INC. V2' IA /RCA 439E RECOVERED MIL MOM -RADIAL WITNESS POIM A TWOS SURKY WAS PREPARED FROM ME ORORWTION FLRN IMNED M PC SURVEYOR. MERC MAY BE OMEN RESIMI)ONS PAD. PAC. POINT Or BEGOBN EPOINTOrCOIpCNC[MNT CVP.ALCALC. RJl CALCULATEDPERMANENT REmact 1aMMENf OR CAS04MS THAT AFFECT THIS PROPERTY. 4. NO WIDOtCR0UN0 ONPROYEMEMS NAVE BE[NI LOCATED UIR.ESS OMERW6[ SHOWN. t CENtERL11E rr FINISHED FLOOR ELEVATION A THIS SURVEY 6 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED 10 AND SHOULD Nor BE RAZED UPON BY ANY OTHER OMIT: HLO NAIL ISHLD ul. BUILDING SCtBACW LINE L OWENSIONS SHOWIN FOR INC•LOCATION OF WPROVEMERM HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LAMES. ESMT. RIGHT NT AYCASCNDRAIN. IRA BASS WG NCHMARK 7. MRIMM ARE BASED ASSbVED DATUM AND ON ME LINE SHOWN AS BASE DURING (B.B.) DRAINAGE d ETEVAWONS. R SNC'M. ARE 84M ON NATIONAL CEDDERC DATUM Or 1929. UNLESS OTNLRWISE NOTED. UTIL. UTILITY 9. CERTIFICATE OF AMNOW.AARON NR.' 4396. CLrC. CHAIN LINK FENCE W&M WOOD rCNCE C/ CONCRE SSCALEI—1_ = 20 ----4 DRAM BY: ••• , T. PINT OF CURVATURE POINT ar TANGENCY CER100 By. OATE ORDER NO. DESC. RLDESCRIPTION RADIUS ARCLCNGTMPLOT PLAN 04-12-2018 2259-18 0 DELTA CHORD0 C.I. DARING NORTH L. THIS BUILDING/PROPERTY DM. Not UE WITHIN --• ------ ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' TOM X. CRUSENAIEYER. R.L.S. 1 4714 20NE MAP 1 12117C 0055 F. JAMES W.. S;OTT. R.LS'1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA 3400 St Johns Pkwy NEC 20111FBC 107 SANFORD. FL 877-906-11113 STRADAN ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPOATEO &&2012 MODEL: CAPT VA BUILDER TAYLOR MORRISON SUBOIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heal Strips an together @100%. Square feet Irving area 1 19891 3 volt/amps Small Appliance Circuits 3 Laundry Circuit 1 Dishwasher 1 Water Healer 1 Range 1 Oven Cooklop Microwave 1 Dryer 1 Disposal 1 Pool misc mise TOTAL OTHER LOAD FIRST 10KVA(8100% 10.000 REMAINDER (1) 40% 9027 LARGESTLOAD 2418 TOTAL LOAD 28 445 VA./ SIZE RECOMMENDED I ISO SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER ISO NEC 5967 4500 1500 1500 4500 8000 0 0 1100 5000 500 0 32567 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 10 KW SETUP 8160 10000 6500 0 0 3.315 AC EP1 35.5 12 2.958337 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 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 i1MPS 30 W 40; 0 0.0 240, 10_0_ 10 0 F40 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. N m n C) n 0 C i ENGINEERING PACKAGE Builder: TAYLOR.MORRISON Project: 9A6/9A7 THORN13ROOK Model/Building: 198SE Lot Alt: 02A Lot: 223 Block: Unit: Address: JobNumber: N333547 Revision Date: New Load #: RB01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 r twta,.o) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Iwif Ova FatF)At0 FHK CepUTts Input (t0A0s a 0ININS10NS) 21441TIC0 al iROSS FFR. Strongback Bridging Guidelines for Root Trusses Strongyback bridgqing for roof trusses 15 not a requirement of ANSI•TPI 1.2002 but it is a strongly recommended 0uldellnb by Carpenter Contractors of America. It serves the following two functions. 1) Brldgin aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the Installation of drywall. 2) arldglnyy helps 'planing•out' the transitional or relative deflection of ad]aeent trusses due to an offset In spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be Jacked into place more then w inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads here been accounted for with this detail and COntlntIOUS strongback bridging should not be attached between common and girder trusses that have more than N inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER (NOS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MINiNMUM OF 216, AND SHALL BE -ATTACKED WITH A MiNiMUM OF THREE 16d COMMON OR (3) 0.131 1 3• GUN NAILS TO A 214 VERTICAL NEB MEMBER The graphic shown on this detail is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way Interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1.2002 for strongback bridging. N.T.S -Not To Scale) 6beoogeacipgeltlis0et6S6ke••B! Design Cr1t: CR0002(SOT0i) mi 1. u... nItaIn1 7.31.1 at tr _. roar... ..,ut .r ...m w.anna -.. . ..... .. ._t QW tt.aalatuaatootr.a to'"" ..w w.OLr .R•tt. ar.nr.l .•afu .t ..nr ntaa erLL n E awau .mcm . toe MUMi eNFN T. wT•wlr • Nn r M1I1 w1Y w tt la r.l4ttr ana.n.. to ew. It. tWll rl n......atunl. ran au uu1...n r•tl n Moot.. fie na. t. erralr.a .tn N0. i221f ALP [HE uu J. nutrnr. rtwtr. rlrrtr, mtuur a was w town. wau.wawan .watrrt nstatat s as esnar. rnu sae... au.) . nt. rn a.rltttl tuna m M ar w/up.1.. aftm .etn m d, aP..q rlr, ma. •wu nnu w fat, nt .r n.n m. .w. at.nu aw.ro u nu wua. wanes m n..ua 1a..t. 6MTE OF t mwe maypyan. of.w n Iwanr s w.ro r....a H) tru a to ...e. u s su•a.r aa... a .. \ , s ate. uotr uana. .ewr•.a of w rwawwatnurola wrrawm rtu rr rt rwt asrtO ar \tORq1 j anu ..r, taf rO..lan .n. r1 Y nl. tMw.M a1 ar Goat" I. tt 1ltwtll. ttlrr r rt RaineaCtq FL 33SM ..mm wuuc. w. uttym t .s... Jul OAgll FL CO A 00278 Simpson Strong -Tie' Wood Cons!ruction Connectors Hangers HWHUC hangers may be ir>,stallCd on a rruanrvy/conaztu wdfi as describes Wow. Additionally, HU hangers "nth one Mange concealed may be installer. simdadv. HU and HUC products are heavy-duty face mount joist hangers made from 14-gauge galvanized steel. The HUC is a concealed flange (face Ranges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2Vie or greater, at 100% of the table bad. Specify HUC. HU is available with one Range concealed when the W dimension is less than 25W at 100% of the table bad. SpwA, as an 'X' version and specify Range to conceal. For arry HU or HUC shown in this catalog, the user may subx;tilute all face mils Wili 14' k 13." T'den1 3 scews Model fTN2-25134H). Follow all installation instructions and use the loads tail this crakbE. Material: 14 gauge Finish: Galvanized: ZMAX' and stainless steel available Installation: Attach the hangers to conaste or GFCMU %v3ls using hex -head Titerll 2 screws. l itan screws for GFCMU VA.' R 2: - Model TTN2-25234H) and for concteta (Y: x 1 a: - Wvdel TTN2-25134H) are not provided vrilh Ilse hangars. Drift the lAe'-diameter hole to the specified embedment depth plus W. Ahernatnrely, drill the VW -diameter hole to the spsofied embedment depth and hlow it clean using compressed air. Caution: Oversized -diameter holes in ilia base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's ktad capacity. Iilai1 Inslalahon'reol Kits are avarlaUe. I hey Include a lie' krill bin and hex -heat driver bit (Model TTNT01-RC), a VW x 4 % drill Ul is also addable (Model MD818412). A minimum end and edge distance of 1 rh' is required. Options: For skewed hangers use 75''e of table uplift bad. If hanger vAdth is grimtes, than 3a+e', than use 80% of table download; ottetwiso use 100% of table dovwdoad. Codes: See p.14 for Code Reference Key Chart Conrraled IWpet HUC410 HUC410Installed an Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON Strong -Tie 279 H Simpson Strong -Tie' Wood Construction Connectors Hangers (cont.) These products are available vath additional corrosion protect on. For more mlormation. see P. 1 & SIMPSON Strong -Tie MOde1 Na Fasteners Allowable Leads(OF/SP) CodaGFCMUConcrete Standard Concealed GFCMU 7iten' 2 Concrete Titen" 2 Joist Upfilt 160) 1 Oem 100/125) Upl(tt 160) Dom 1001125) RE1' HU26 HU26X 4) ''W x IN' 4) '." Y 1 l: 2) lad x I 335 1.000 335 1.545 HU28 HU28X 6) !: t 1 N" 6) :+' t V 4) lad x I IN 545 1.500 760 2,400 HU210 HU210X 8) 1 N, 8) :•%' t t?l' 4) tad x I W 545 2,000 760 2,415 HU46 (Min.) HU046 8) ':" x VW 8) .4, x 1 s; 4) lad common 760 2.000 760 3,200 HU46(Mar.) HUC46 12)'a'r 14. I2'A r 14. 6) lad common 1,135 3.000 1.135 3.950 HU26.2 (Mint HUC26.2 a) !v % I V 8) !: t 1 V 4) lad common 760 2,000 760 3,200 HU26-2 (Mar.) HUC26.2 12)'.'.' x I IW 121':: r 1A 6) lad common 1.135 3,000 1,135 3,05a HU48 (MUL) HUC48 10) .V v I•:': 10):: x 1r. 4) lad common 760 2500 760 3,725 HU48 (Max.) HUC48 14) .': r I a•.• 14) Y' r 114' 6) lad common 1,135 3,500 1.135 4.920 HU28.2 (Min.) HUG28-2 10) :: x 14; 101 V., x 14,4- 4) lad common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14):4 x 14. 14)'.: r 14. 6) tad common 1,135 3.500 1,135 4,920 H11410 (Min.) HUC410 14) !.'r 1 :'; 14) 4' r'' 6) lad common 1,135 3,50111 1.135 4,920 HU410(Max.) HUC410 18) % r I?t 18) :: x 1•t. 10) 1 ad common 1.800 4,500 IAA 4,920 HU210.2 (Wn.) HUC210-2 14) v: x 141- 141 tt" r 1417 6) lad common 1.135 3,500 1,135 4,920 HU210.2 (Max.) HUC210-2 18) li r 14. 18'.t` x 14. 10)10d common 1,800 4,Sa0 1.800 5,085 HU28X Skew 4S' Not aka table) 6) .' x It.' 6)'-.',, l ?t' 4) lad x I W 670 1.500 670 2.400 HSIA/R26.2 HSUL/RC26.2 121ArIW 121'Yr'Ili' 4)l6dx2W goo 3,000 g00 3.135 1,1112:-2 HUC24.2 4) !•." x No' 4) !%.' t 1 W 2) lad common 380 1.000 380 1.545 HU212 HIP-' 2X 101 A, x 21.. 10)'t: x 1 6)106 x I W 1.135 2.500 1,135 2,665 HU214 HI1714z 121'%: x?4. 12't: r I'll.- 6) 10dx 1 W 1,135 2,665 1,135 2,665 HU26.2 (Mina HUC26-2 (Mm.) 8) "" Y 7 :Y 14 ''% it 1 .' 4) lad common 760 2.000 1 760 3,200 HU26.2 (Max.) HUC26-2 (Max.) 121't: x 2v IZ V r ! •. 6) lad common 1,135 3.000 1.135 3.950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) W x 2?4' t 1!t' 4) lad common 760 2.000 760 3.200 UU26-3 (Max.) I IUC26.3 (Max.) 12) ,A z i4. r t a. 6) lad common 1,135 3,000 1.135 3,950 HU28.2 (Min.) HLIC28-2 (Mtn.) 101'•: x 24. x 1;: 4)1ad common 760 2.500 760 3.725HU28-2 Max.) HUC28-2 (Max.) 14) x.4T g(11'21 x 14. 6) lad common 1.135 3,500 1,135 4,920 lIU210.2 (Min.) 14LIC210.2 (Mn.) 14): r 24r r t4;- 6) lad common 1.135 3,500 1.135 4.920 HU210-2 (Max.) HUC210-2 (Max.) 18) S: % 2sY x 1i:" 10) lad common 1,800 4,500 1.800 5,085 HL1210-3 (Min.) HLIC210.3 (Mm.) 141 t: z 21. 141 :. r 1 a. 6) lad common 1,135 3.500 1.135 4.920 HU210-3(Max.) HUC210-3(Max.) 18)'.x24'. 19)'': x'4: 10) lad common 1,800 1 4,500 1.800 5.085 HU212.2 (Man.) HUC212-2 (Min.) 16) %'x 2W 161 W x IW 6) lad common 1,135 4,000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 221147 r 2}. 22 . IW 10) lad common 1.350 5.085 1.350 SAS H11212-3 (A6n.) HUC212-3 (Mm.) 16) *•: x 2 16) 6. x 141' 6) lad common 1.135 4.000 1.135 1 4,920 HU212-3 (Max.) HUC212-3 (Max.) 221 t: r 2v` 22) %': r I>-!" 10)106 common 1.800 5.065 1.800 1 5,065 HU214.2 (Min.) HUC214.2 (Min.) 181 %, x 24. 181 %'z t a. 8) lad common 1,515 4.500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24)'•. x 73:" 24) 1•. x 145' 12) lad common 2,015 5,085 2,015 5.085 IIU214.3 (Mtn.) IIUC214-3 (Min.) 18)1•1,7 x 24'4- 18) ".' z 13: 8) tad common 1,515 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) X ,t 21114- 2411•. it l-*r: 121 lad common 2,015 5.085 2.015 5,095 HU216 HU216H 19) 4. x 7W. 18)'.i' x 141' 8) lad x l h' 1.515 2.920 1,515 2.920 lIU216-2 (Mm.1 IIUC216-2 (Mtn.) 201'•+ r let:' 20) V r I V 8) lad common 1.515 4,220 1,515 4,920 1111216-2 (Max.) IIUC216-2 (Max.) 26) IA- r 5?. 26) %' r 14: 12) lad common 2,015 5,085 1 2.015 5.095 HU216-3 (Uh) HUC216.3 (Min.) 201 V e 24T 201'i: e IN' 8) lad common 1,515 4.920 1 1.515 4,920 1111216-3 (Mar.) HUC216-3 (Max.) 261 V r 2}:' 26)'ll i 1 }:' 12)10d common 2.015 5.085 1 2015, 5,085 1. LW-, bads have teen increased for earthquake or wed duration Win no lusher increase n slowed: reduce when otter bads govern. 2. Minimum fe a 2,50a psi and minimum I'm . 1.500 p6L 3. Wlryr only orte Oartye is cortcaa 611ts:dy right or left corx:mkrd Marty& 4• Models vAth'X' are not stock item. S. Nroduzis rJt:A bo itstelcd str:tt that I non" euews ve not 0t»:U7 to waather. Fasteners: I6d ourr riui a 0.162' do. x 31W kutg; 16d v 2MV . 0.163' dLL x 211- bey, IW octtvrwn a 0.148' did. Y 3- tang: 1Od x 1 It, = 0.148' du. t 1 W kvtp. TTN2-251344 = ::- r 1 W Titen 2; TTN2.25234H = 15' v 2x:' Titan 2: M12513.11-1 = Titer. ls' < OW andf 71,125234H -Titan '. x', W mai dlao to tried at full tall_ Wadi. See 11)• 26-27 fa* other n.:q sizes art,1 trdc•rmunn. 280 UPDATED "117/17 A Simpson Strong -Tie Wood , HIII 111111111111Connectors SIMPSON StroligTie Hangers (cont.) These produc:s are evadable wth adedional mmosion proteebon. For more Information, see p. 18. Model No. Fastener Allowable Loads (OF/SP) CodeGfrJmUConcrete Standard Concealed GFCMU Titre• 2 Concrete titan• 2 Joist Uplift 1601 Oottm 100/125) UpBft MO)(100/125) Oowe Ref. HU44 HUC44 4) !%: • 2 W 4) ! x I W 2)10d common 380 1.000 380 1 1.545 HU46 (Mat.) HUC46 (Min.) 8) 111 x 2:11, a) 14" x VW 4)10d common 7G0 2.000 760 3,200 HU46 (Max) HUC46 (Max.) 121' V x 2W 12)-V it IW 6)10d common 1,135 3,000 1.135 3.950 HU48 (Mtn.) HUC48 (Min.) 101 V. r ."•1'.' 10) IA"I i'vi 4)10d common 760 2.500 760 3.725 HU48 (Max.) HUC48 (Max.) 14)1•:" . 21:' 14) !- , 11': 6)10d common 1,135 3,500 1.135 4,920 HU410 (Uhl HUC410 (Mm.) 14) W x 211' 14) :'. x 1;T 6)10d common 1,135 3,500 1.135 4,920 HU410 (Max.) HUC410 (Max.) 18)1..1' • 18) %- • 1?.` 10) 10d common i.800 4.500 1.800 4.920 HU412 (Min.) HUC412 (Min.) 16) !r: x 2 .' 16)'fi x I:VV 6)10d Common 1.135 4.000 1.135 4.220 lIU412 (Max.) IIUC412 (Max.) 221'•:" x 2L." 22)'s" 114- 10) 10d common 1.8W 5.085 1,800 5.085 HU414(Min.) HUC414(Mnl 181:i'.1`: 18):7.1:." 8)10dtommon 1.515 4,500 1.515 SASS HU414 (Max.) HUC414 (Max.) 241-V x 7i.' 241 x IV 12)10d coma 2.015 5.085 2415 5.085 HU416 (Min.) HUC416 (Mn) 20) ':: x 2i2' 20) Vex 13'.' 8)10d common 1.515 4.920 1.515 4.920 HU416 (Max.) HUC416 (Max.) 26) 4' Y 2}/.' 26) !': j Ia.' 12)10d common 2.015 5.085 2.015 SAGS HU66 (Min.) HUC66 (Min.) 8) !.• • 2t': 8) t.' • 1 4) 16d common NO 2.000 900 3,200 HU66 (Max.) HUC66 (Max.) 12) I.V • ? .' 12) !.' • 1 .' 6) 16d common 1,345 3,000 1,345 3.950 HU68 (Min.) HUC68 (Min.) 10) !'V x 21: 10) !.' x 11: 4) 16d common 900 2.500 900 3.725 HUGS (Max.) HUCGB (Max.) 141 w" x 71': 14) %V x IV," G)16d common 1,345 3,500 1.345 4,920 HU6t0 (Min.) HUC610 (Min.) 14) ." , )a: 14) :' x I 6) 16d common 1,345 3,500 1,345 4.920 HU610 (Max.) HUC610 (Max.) 181 ;•' x 2?: 1161 '.* t 14': 8) 16d Common 1.795 4,500 1.795 5.085 HU612 (Mn) HUC612 (Min.) 161 %. x 241' 16) .i x 14:' 6) 16d common 1,345 4.000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 22) :.' x 2?': 22) t: e 1 8) 16d common 1.795 4,920 1,795 4,220 170 HU614 (Min.) HUC614 (Min.) 181'.. x 71: 18)' V %, I 8116d common 1,705 4.500 1.705 5A86 lIU614 (Max.) HUC614 (Max.) 24)tV x. -A' 24) 1', 1 tV 12)16d Common 2.015 5,08S 2,015 5AB5 HU616 (Min.) HUC616 (Min.) 20) '%: x 2?: 20) !i < 1?': 8) 16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Mdx.) 26) `%: x 7ia' 26) ri+ x 11•: 12)16d common 2.015 5.095 2.015 5.085 HU7 (Min.) Not available) 021 :' • 1?1 12) :': • I 4) 10d x 1'A' b=5 Z980 760 2,980 HU7 (Max.) Not available) 16) ' ' 16) x I?r: 8)10d x I'A' i,085 3,485 1.095 3.485 HU9 (Min.) Not available) 181 M. )t 1 a't 181'%: x t or:^ 6)10d x I'A' 1,135 3,230 1.135 3.230 HU9 (Max.) Not available 241 : • 1?: 24) :4- a 111." 10) 106 x 1'A" 1,445 3.735 1.445 3.735 HUI1 (Min.) Not available) 22'7 x I-W 22)'': x 11:" 6110dx I'A' 1.135 3.230 1.135 3,230 HUt 1 (Maxa Mot available) 301 :'-t 14 301 if IW 10110d x I'A" 7,445 3.735 1.445 3.735 HU14 (Mm.) Mot available) 28) '!' • I1 281 t.' . I?." 8)10d x I W 1,515 3.495 1,515 3.485 HU14 (Max.) Mot availzblel 36)14" x 1 Y." 36)'i: x l y." 14)10d x I W 2.015 4,245 2.015 4.245 HU3.25/10 Not available) 22)'." s 14' 221 4: s 1 v' 10)10d common I'm 5,085 1.895 5,085 HU3.25n2 Not avaik* 24) :" a 1 t: 24) + x VFW 12)10d common 2.015 5,085 2.015 SA85 HU410.21Mn HUC410-2 (Mn.) 14) %V x 14. 14) :'.' x 14'.' 6) 16d common 1,345 3.500 1.345 4.920 HU410-2 (Max.) HUC410-2 (Max.) 18) t." - 1?•: Is)'•r: • 1?•: 8) 16d common 1.795 4,500 1.795 5.085 HU412-2 (Min.) HUC412.2 (Min.) 161 ' V x 11! 16)'•%- ): I1: 6116d common 1.345 4,000 1.345 4.920 HU412-2 (Max.) HUC412.2 (Max.) 22)'A x I»i' 22) '•': e IV." 10116d common 1,8W 4.920 IA00 4,920 HU414-2 (Me.) IIUC414-2 (Mm) 20) :Y x 1? 20) %".1? 8) 16d comma 1,795 4,920 1,725 4,920 HU414-2 (Max.) HUC414-2 (Max.) 76) %:" x 1 1:" 26) '%% x 11:' 12) I6d common 2.015 1 5.085 2.015 5.085 1. Uplft bads have been ncreasee (or eanhqua•ro or wind duration with no nlnher ncrease is Mowed; reduce vr, van otrrr Berl; gavcrn. 2. MorymI tc = 2,500 psi and m nano rm = I,SW psi. 3. When 0* one flange is concealee speedy right or left concealed flange- 4. Models with ')' are not stock items. S. Product3 stab be astalled such !oat T Im' :caws Grp not exome i to weather. Fasteners: IGJ ocitxtxln - 0.162 tfia. • 31Y Ixhg: ICd x 2W = 0.1e2' tA& + 2W hog. IGct can•". i - 0.148' die. < 3' Ion hg; IOa x I!S = 0.148" flu. x 1!e' tang. 11142-25134t I = t£' 4 141' Teen 2. TTtf2-25231f i ='/.• x 2V Tenn 2; TT N251341 I = T,ttn ti• x VW and TTN25234H -Titre W I _W iray &u tIo ti3M1 at nId Iallle Inads. Sco pp. 2Cr27 tot ooler n.d etes arxt vhfonnatlon. 281 UPDATED 04117117 R 0 R h LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers r This product is preferable to similar connectors bemuse of a) eamr Installation, b) higher bads, c) lower Installed cost, or a combination of those features. AD hangers in this series have double shear nailing — an innovation that distributes the bad through two prints on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nets for the same connection. Double -shear hangers range from the fight capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier instablation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HG( In hangers provide similar capacities as HGUS douhMe'-shear hangers, but they use Simoson Strong -Tie` Strong -Drive° SDS Heavy -Duty, Connector screws instead of nails for faster and easier instalation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7.fv1AX° coating; HGUO evadable in HDQ; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table bads. Simpson Strong Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUO. The thickness of the supporting girder nnust 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 W screws may be substituted for the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sites available; consult your Simpson Strong -Tie representative. Codes: See p.14 for Code Reference Key Chart 1' ter Lrs 1'Ai fin 41s I. r t 0 tt A-W-1 a GrLUS28 OrHHUS210- 2 Double - Shear Dome DoubWSheaOour b Nadrg S View Shaw T Vew 4 aP • Siae View; SioDo not bad tab o Avatebfe some models) U. S. Patent 5.603.560 GrMUS28 w/ SIMPSON Strotl. Tie a a I a, O 6HUS210 HUS26, HUS28, etul HHUS sandal) Typical HUS26 Installation with Reduced Heel Height Russ Designer to provide fastener quantlry for wviectog Mu tipfe malrl ws together) 235 L 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These Products are amiable with additional corrosion ' These products are appreveo for mbillation with the Strong-Or'rre• protection. For more information. see p.18. SD Connector screw. See pp• 38-40 for more information. Modd No. Mk Ned Height Ga Dimensions (in.) Fasteners W N 8 Carrying Member Carried Member Single 2Y Sites LUS24 18 1% 31A 11}. 4)10d 2)10d Lt.wra 11146 4% 1 V4 4) 10d 4)10d MUS26 V04 18 I M6 58a 2 G)10d 6)10d HUS26 16 1$ Sir 3 14)16d 6)16d HGUS26 12 1AA Sir 5 20)16d 8)16d LUS28 18 1% 6% 11 4 G) lOd 4) Ad MUM 6V6 18 1lfa 60A& 2 8) IOd 8)10d HUS28 611h 16 1 7 3 22) l6d 8)16d HGUS28 61k 12 1% 7% 5 36116d 12) 16d UIS210 4%4 18 1%, 74f4 1V4 8) 10d 4)10d HUS210 8% 16 111 9 3 30) tfid 10)16d 1. See tattle below for allowable bads. SIMPSON Strong> Tie OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No. U08ft1 160) Floor I 100) Snow 115) Real I 125) Wind 1901 Upld11 160) Floor 100) I Snow 115) Root 125) I Wind 160) Upliltl 160) floor 100 Snow 11S) Root 125) Wind 160) Code Rel. Single 2Y Sizes LUS24 490 670 7G5 825 1.045 490 725 830 895 I,135 420 575 G55 705 895 I US26 1,165 865 990 1,070 1,355 1,165 940 1,075 1,16S 1.475 I,(105 740 845 91S 1.160 11, FL, LI7 MUS26 1,090 1,295 1,480 1,605 1,825 1.090 1,410 1.610 1,745 1,825 940 1.110 1,265 1.370 1,570 7W526 1,550 2,720 3,095 3,335 3,335 1,SSO 2.950 3,335 3,335 3.335 1,335 2,330 2.650 2,820 2,865 HmIC26 0,,0 4,360 4,AR5 5,230 S,3ffiI I nl n 4,725 S,29(1 5,340 5,390 4W. 3,7511 4,20n 4,..W 4,W6 FL LUS28 1,IG5 1.100 1,255 1,3GO 1.725 1,1115 1.200 1.365 1,480 1,835 1.005 940 1.075 1.1GS 1,475 MUS28 1,SS5 1.730 1.975 2,140 2,645 1,S55 1,880 2,150 2,330 2.645 1,335 1,475 1.690 1.830 2,275 17. FL, L17 Ht1S28 2.000 65 4.120 4,220 4.335 2.000 3,790 3,960 4.070 4.335 1.720 2,905 3,035 3.125 3,435 HGUS28 1,7W 45 1. 340 G, 970 7.125 7,275 1.790 G,4G0 G,705 6,870 7,275 1,540 4,9GO 5.160 5,290 5,745 FI. I lVif) 1.165 152S 1,650 2,000 1.165 1.445 1,660 1.795 2.170 1,005 1,145 1,305 1.415 1,745 17. FL, L17 HUS210 3.000 4,255 4,445 4,575 S,020 3,000 4,105 4,310 4.450 4,930 2,S80 3,1S0 3,315 3,425 3,815 Note: For dimensions and tostener information, see tattle above. See table tootno:es on p, 237. HHUS/ HGUS See Hanger Options information on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hartgers can be skewed to a maximum of 45' and/or sloped to a maximum of 45' For skew only, maximum allowable download is 0.85 of the table bad For sloped orty or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The last must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down load Uplift W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6' Square cut 0.46 of table bad 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Acute side apeciry angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non -acute side). Simpson Strong -Tie Wood Construction Connectors Face -Mount• These oroduels are available w th add,thoral corrosion , These products are approved for installation vnth the Strong -Drove protection. For more information, see p. IS, SD Connector screw. Sae pp. 39-40 for more information. SIMPSON Model Na 114ciamlGaMin. Dimensions (tall fasteners I OFISP Allowable Loads SPFMF Allowable Loads Code getWHBMemberMember160) 100) 15) 125) ind JUphftJ160) 60) 001 115) 1251 W Oouble 2x Sites WS24.2 2Y. 18 3'A 3 A 1 2 4) l6d 2) 16d 440 800 910 1 985 380 680 780 845 1p70 WS26 2 4Mt 18 3'A 4rA 2 4 16d 4)16d 1,165 1,030 1,180 1,280 1,000 880 IA',O 1,090 I= 17 L17, fL HHUS26-2 46k 14 354 5% 3 4)16d 16d 15M 2,785 3,155 3,405 W. 1,= 2,390 Z710 2,925 b65 HGUS26.2 4Mc 12 3V4 5% 4 Q0116d I6d 2155 4,355 4,675 5.230 4A.26S 1,855 3,750 4,200 4,500 4,795 HGU026.2-SOS3 5H 12 3414 5% 4 l2)Y:x3'SDS 4)'/:,3'SOS 1,635 5,040 5,595 5565 1,175 3,630 4,005 4,005 4405 FL WS28-2 441. 18 31i 7 2 6d 4)16d 1,165 1.315 1,500 1,625 1,000 1,125 1,285 1,390 1,765 HHUS28-2 6M. 14 341. 7'/. 3 16d 16d 2,000 4,210 4,770 5,140 1,720 3,615 4,095 4,415 5,375 17 L17, FL HGUS28.2 61N. 12 3% 1 741c 4 00 l6d IZ 16d 3,235 7,460 7460 7,460 7,460 2,785 6,415 6,415 6.415 6,415 HGU029-2-SOS9 7Y 121 3W TV. 4 10)'/.'x3'SDS IEIY: x3 SOS 25%i 7330 7,330 7,330 7330 1,845 5,290 5,280 5,280 5.280 FL WS210.2 6'Ax 18 31A 9 2 16d 16d 1,745 1,830 2090 2,265 2b70 I= 1,565 1,71i5 1,935 2,455 HHUS210.2 84i 14 344 8'A 3 16d 0)16d i 45 5,635 61380 6 8B0 7,165 3,525 4,635 5,270 5,380 17 L17 FL NG11S210.2 8414 12 3W SY4 4 46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7.465 7,730 7825 JHGU0210-2-SDS3 9St 12 34k 944x 4 28) Y: x 3' SOS Y: x 3" SDS 3.440 7,415 7,475 7,415 7415 2.475 5 340 5 340 5,340 FL Triple 2x Sites NGUS26.3 4% 12 4 % 5'h 1 4 201 IGd 8) l6d 2,155 4,355 4,875 5,230 5575 1,855 3,750 4,200 4,500 4,795 17, L17, FL NGU026.3-SOS4,5 514 12 4%J 5'h 1 4 1(12) VV x 4 W SOS 4)Y: x4WSOS 1,635 5,040 5,165 5,165 5,1651 1,175 ISM 1720 3.720 3,720 FL HGUS28-3 64% 12 41446 7Y 4 16d 12116d 3,235 7,4110 7,4110 7,4G0 7,460 2,785 6,415 6.415 16.415 GALS 17L17,FL HGU028-3-SOS4.5 7% 12 4 YV 14 '/i SOS x 4 V SOS 2565 8,400 9.175 9,175 9.175 IA45 6.050 6.605 6.605 6,605 FL HGU5210.3 8% 12 4 4MIGd 1G116d 4M 9,100 2,100 9,100 2,100 3,525 782`n 7,825 7825 M 17LI7,fL HGI10210.3-SOS45 914 12 J4UI 4 M Y.' x 4Yi SOS 0T1 Y' y 41 SOS 3,440 9,745 9,745 9,745 9,745 2,475 7,015 7,015 7A15 7415 FL HGUS212.3 1041 12 4 lfid t6d SA45 9,600 9,600 9,600 9,600 4,335 255 255 8,255 8255 17L17f1 HGUS214-3 12% 12 4 16d A I6d 5,515 IO.t00 1Q100 t0.t00 1Q100 4.745 BASS 685 11.695 am Quadruple 2x Sizes HGUS26.4 5% 12 6%,15%1 4 1 Ifid 81 16d 2155 4,355 4,875 5.230 5,575 1,855 3,750 4,200 45M 4,795 17 L17 FL HGU026-4-SOS6 5% 12 6% 57Ac 4 12)'/: x6'SDS 4)'/: x6'SDS 2.375 5.040 5,165 5,165 5,165 1,710 3.630 3,720 3,720 3,720 FL HG11S28.4 7% 12 G41x 744 4 dG) l6d 12116d 3,235 7,4G0 74G0 74G0 74G0 2785 G,415 G,415 6,415 6,415 17 L17 fL HGU028-4-SOS6 7Y 12 6% 7% 4 x6'SDS Y'x6"SOS 4,020 400 8.860 am SAW 2,890 6050 6,380 6,380 6,380 FL HGUS210.4 9Y 12 6% 9% 4 a 16d 16116d 4,095 9,100 9,1t10 9,100 9,100 3,525 7,825 7,825 7825 7,825 t7u7,fL HGU0210.4-SOS6 9Y 12 finite 9VA 4 281'/: x 6' SOS 8) Y: x6"SOS 4,170 10.26010.260 1Q260 i0.260 3,000 7.385 7385 7385 7,385 FL HGUS212-4 10% 12 6% 10'A 4 CA 16d 20) l6d 5,045 9,600 4600 SAM 9AW 4,335 255 8,255 8 255 8,255 17, L17, fl HGUS214-4 1 12% 12 6% 12%1 4 1 M 16d Q2) i6d 5,515 10,100 1QI00 10,100 10,100 4,745 685 685 8,685 I BASS 4x Sixes WS46 4% 18 3r/L 1 44'i 1 2 41l6d 4)16d 1,165 1,030 1,180 11,280 1,625 1.0001 880 1,010 1,090 1,385 7GUS46 4% 12 341 4'Ax 1 4 16d IAd 2,155 4,355 14,875 5,230 5575 IA% 3,750 4,200 4,900 4,795 17 LI7, FL HHUS46 4%. 14 341 541x 3 14 l6d 6) l6d 1,550 2.790 3.160 3,410 4,265 I= 2390 2710 2.925 3,665 HGU04G- SOS3 5% 12 3M 4'A 1 4 1(12)'/i x3'SOS 4)Y'x3"SOS MIS 5.0401 S,IGS 5,165 SIM LOS 3,G30 3,720 3,720 13,720 FL 1US48 44l 18 3%.1 6Y. 2 16d 4) l6d 1,165 t,315 11.500 1,625 20A0 1,000 1,125 1,285 1,390 1,765 HLIS48 Ali 14 344 7 2 16d 16d IA50 1,595 1,615 1.9G0 2,470 1,550 1,3GS 1,5SS 1,680 2.115 17, L17, FL HHUS48 6'h 14 3% 7% 3 22116! 8) l6d 2,000 4,215 4,770 150 6.440 1,720 3.615 7095 7415 5535 HGUS48 6'A. 12 3% 7141 4 QP l6d 12116d 3,235 7,460 7,460 7,460 7460 2,785 6,415 6.415 6,415 6415 HGU048- SOS3 7Y 12 3% 6'A 4 201Y.'x3'SOS MY: r3"SOS 2,565 7.330 7330 7,330 7530 1$45 5.280 5,280 5.280 5.280 fL LUS410 6Y 18 3%. 84Y, 2 16d l6d 1,745 1,830 2,090 2,265 2,870 1,500 1,565 1,785 1XIS 2ASS HHUS410 84i 14 3% 9 3 M l6d 1016d 3.745 5,640 M 6,890 7165 3.440 4,835 5,480 5.910 6.165 17, L17 FL HGUS410 8% 12 3% 9116 4 46) IGd 1(ji l6d 4,095 9,100 9,100 9,100 9,100 3,525 7,8ZJ 7,825 7,825 78M IIGU0410• SOS3 9l4 12 3% 8'A 4 281 Y' x 3' SOS Y: x 3" SOS 13.440 7,415 7415 7,415 7,415 2,475 5,340 5.340 5,340 5,340 FL NGUS412 10% 12 3'A 10r.4 4 16d 0)16d 5,045 600 9,600 9 fi00 SAN 4,335 8255 8255 8,255 8,25517 L17 FL HGUS414 I''Ac 12 3% 12'Ac 4 16d Q2 180 5,515 10.10014t00 1000 10,100 4,745 685 8,695 8685 SM 1. Upl ft bads have been Increased for wind or earthquake baring with no further increase allowed. Recuce where other bads govern. 2. Wind (1601 is a doumbad rating, 3. Minirx:m had height shMNh a required to echleve full table beds. For less than minimum herd height. sae technical bulon TGREDHEEL at strongtre com. 4. Truss chord cross-grdh lenslon may I mt allowable bads in accardar" win ANSVFPI 1-2007. Simpson Strong -Tie• Connector Selector' Software tick Kies the evaluation of cross -gran tenon in its hanger allowable bads. For add final i tormatkn contact & ,pson Suing-Ta 5. Simpson Strong -Tie Strong -Drive• SDS Heavy-Outy, Connector screws are permged to be nstalerd through metal taus plates as approved by the Truss Designee provided the requirements of ANSVIPI 1.2014 Sections 7.5.3.4 and 9. 9.2 are mel (pre drJng requirod through the plate using a mammon or %' bat). 6. Strorg-Drive SM Heavy -Duty Connector sere.0 that penetrate a1 pies of the supporting girder (screws must penetrate a m'rorrurn of 1' into the last truss ply) may also be used to transfer the bee through all the pies of the supporting girder. Mien Strong• "SDS He.'tvyQdy Connector sev" do not penetrated piss of the supporting girder thus, supplemental Strong -Drive SOS Hsavyr0 Corrector _ Crews at the hanger hcauoro may be roomed to trBfGte the bad to the ass pies not penetrated by the tax fasteners, as determined by, the Cesi_grw.. 7. The supporting girder truss must hall adequate thdTess to accommodate the screw length, so that the screw does not pretr do out the back of ft girder. 3'- or 4 A'4ong Strong -Drive SOS Heavy -Duty Connector screws may be su1 toad for the longer Strong-OrIve SOS Heavy -Duty Connector screws wth no bad reduction, S. Loads shown are based on mnmum of 2-ply 2x carrying member for naietl hangers. With Sat carrying members. use l6d x 2 W nail into the header and 16d oww one into the pint vnth no load reduction. With single 2x carryrg members, use 10d x I'A' nails Into the leader and 10d corrvnons into the joist, and reduce the loot to 0.64 of the table value. 9. Nads: 16d a 0.162' d'a. x 3'h' long. See pp. 26-27 for other ra4 saes and information. 237 238 Simpson Strong -Tie' Wood Consfructlon Connectors Face -Mount Truss Hanger The HTU face -mourn truss hanger has nad pattems designed specifically for shallow had heights, so that full allowable bads (w(th minimum nailing) apply to heel heights as low as 3rh'. Minimum and maximum nailing options provide solutions lot varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of die truss and the carrying member up to'h' max. to allow for greater construction tolerances (maximum gap for standard allowable loads is'h' per ASTM 01761 and 07147). See technical bulletin T-CHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round toles only, or filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying momher or HTU28 or HTL1210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67h•. See Hanger Options on p. 239 for allowable bads. Sec eexjrleeritxj he L-GHI LISD at strongffe com for installation with Strong-Dri e° SD lastenets. Codes: See p.14 for Code Reference Key Chan Min. had height per table HTU26 truss and carrying member Typical HTU26 Minimum Nailing Installation SIMPSON StrongLTie Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For' h' maximum gap. (47U210 similar) use Alternate Allowable Loads.) PF These Products are approved for Installation with the Strong-DrW S'3 Connector scram. See PP. 39-40 for nnre Information. Standard Allowable Loads ('A" Maximum Hanger Gap) Model No. Min, Heel Height Oimlon enss (lo.) fasteners OF/SP Allowable leads SPf/Hf Allowable Loads Code W H 8 farryinp Member Carried Member Uplftt 160) Floor 100) Snow 115) Root 125) Wind 160) Uplilt 160) Floor 00) Snow 115) Root 125) Wind 160) Ref. Single 2x Sties HTU26 31h 1'K 5h 3'h 20) 16d 1)10d x 1 h- 730 1 2.940 3.045 3,045 3.045 630 1.920 1,920 1.920 1.920 HTU26 ( Min.) 3rh 1% 5% 31h 20) Ifid 14)10d it 1'A' 1.250 2.940 3.200 3,200 3.200 1,075 2,015 2.015 2.015 2.015 IIIU2G ( Mar.) Sh 1% 5?R 3'h 20) Will 20)10d x I W 1,S55. 2.940 3,340 3,G00 4,010 • 1,335 2,530 2.870 3.095 3,450 17. IIIU28( 11,fin•) 3rh I% 714 Th 26)16d 1410dxI'h' 1.235 3,620 3.895 3.895 3.895 1.060 2.920 2,920 2,920 2,920 L17, fRU28 ( Maq 7% 1% 7V. 3h 26) l6d 26)10d x I W 2.140 3.820 4.340 4,680 5.435 1.840 3,28S 3.730 4.025 4.675 FL HT1. 1210 (Min.) 37h I% 9VA TA 32)16d 14)10d x I'h' 11330 4.355 4,3SS' 4,355 4.355 1.145 3,265 3.265 3.265 3.265 t1TU210( Max.) 9% 1% 914 3% 32)l6d 32 ladx I'h' 3.31S. 4.705 5,34S 5.760 5.995 2,a50 4,045 4,525 4,955 5,155 Double 2x Sties 2 ( Min.) 31h 3Ma 5% 3'h 20)16d 14110d 1.515 2.940 3,340 3.600 3,910 1,305 2.465 2,465 2,465 2.465 Max.) 5'h 3V4 SI4 3'h 201 !1 d 20 10d 217$ 2,940 3,340 3,600 4.485 1.870 2,530 2.870 3.095 3,85S 2 ( Mtn.) 3rh 3M& 714 3h 26 16d 14)10d 1530 3.620 4.310 4.310 4.310 1,315 3,235 3.235 3.235 3,235 17, rHTU26-2 2 ( Max.) 7% 3M& 71k Th 26) l6d 26)10d 3.48S 3.820 4,340 4,680 S•850 2.995 3.295 3,730 4.025 5.030 FL fL2 ( Min.) 3'h 3i4• Tyr 3h 32 Ifid 14110d 1,755, 4.705• 4,815- 4,815. 4,815 1.510 3,610 3,610 3.610 3.610 2 ( Max.) Tv. 3'>s 9)4 Jh d211fid 32) tOd 4,110, a:705' 5,345' S,760 7,200 - 3,535 4.045 4,595 4.955 6,190 1. The maximum hanger gao Is measured between the joist (or taus) enc and the carrying mornw. 2. Minimum had heights required for fun table bads are based on a minitnrm 2l12 Petri. 3. L4 M has borne increased for wind or earthquake bad'ug with no further increase allowed; reduce where other baits govern. 4. Wind (1631 is a downbac trang. For halter gaps betwew 'h' and 'h'. use the ARernate Allowable Loads. 6. Thxts cMtd aac4-Wt n tension tnay tmi: alawabb bwis n arcordance with ANSVM 1-2014. Simpson Stren g-M& Connector Selector - Software includes the evaluation of cross-gratn tension in Its hanger alovrdols loads. For adoitlonal information, contact Simpson Strong -Tie. 7. Loads shwm are based on a minimum 2-* 2x ea yng member. Fot single 2x carrying members, use N10 (10d x I 'Al nails into the header and reduce the allowable download to 0.70 of the table value. Mile allowable uphill is 10016 of the iota bad. 8 Nails: l6c - 0.162' dla x 3h' long. 1CC - 0.148' d1a. x 3' long, 1 Od x 1 h' = 0.148' die x 1'h' long. Sea pp. 26-27 for other nail aims and nformalinn. UPDATED 04/17117 FA Simpson Strong -Tie" Wood Construction Connectors Face -Mount Truss Hanger (cont.) Pr These products are approved for installation with the Strong -Drive SD Connector strew. See pp. 30-40 for more inforrrallon. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Strome -Tie Min. Minimumimmucarrying fazleners OF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel Height Snow 1660)) Ref. in.) Member member Membe 160) 100) 115) 125) 1601 601 IOtBM HTU26 (Linn.) 3% 4212.4 14)10d x I W 925 1,470 1.670 1.800 2.040 795 1.265 1.435 1.550 1.755 HTU26 (Max.) 516 2)2.4 20)10d x 1 h' 1.310 1.470 1.670 1.800 2.250 1.125 1.265 1.435 1.550 1.935 l7, HTU28 (Max.) 7y4 2) 2x6 26 10d x 1'h' 1.070 2.940 3,340 3.600 3.905 1.695 2.530 2.870 3.095 3.360 Fl.FLHTU210Max. 9% 212x6 32)10d it I'A' 1 2.760 2.940 3,340 3.600 3.905 1 2,375 2.530 2.870 3,095 3,360 I. See table above for dineensions and adidtional footnotes. Nails: Nails: 16d = 0.162' dis. x 31h' long, 10dr t 'A= 0.146' dta. x I W b^B. 2. MaxirtWm hanger gap for the alternate installation is W. See pp. 2&-27 for other nad sizes and information. 3. Wind 1160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Mtn H, atCode Heght Dimensions (M.) Fasteners OF/SP Allowable Lords SPF/HF Allowable Loads W H g CarryingMember Carried Member Uplift 160) 1 Floor 1001 Snow1 (115) Roof 125) Wind 1601 Up1111 160) Floor 100) Snow 11S) Root 1 (125) Wind 160) Ref. Single 2x Sizes HTU268 3'h 1% 5N. 3% 20)16d 11) 10d x t'/: 610 2,/3S 2,735 2,/35 2,/3S S/S 1,725 1,725 t,/25 1,725 HTU26 (Chin.) 3% 1rd 5%. 3'h 0) l6d 141 lOd x 1'h' 1.175 2.940 3.100 37100 3.100 1.010 1.955 1,955 1,955 1.955 HTU26 (Max.) S'A I% 591a 3%6 20)16d 20110d is I W 1.215 2,940 3.340 3.600 3.760 1.045 2.370 2.370 2.370 2,370 17. HTU28 (Min.) 3rh I% 7Na 31h 26)16d 14) 10d x 1'h' 1.125 3,170 3.770 3.770 3,770 970 2,825 2.825 2,82S 2.825 L17, HTU28 (Max.) 7y. 1% 7Na 3'h 26) l6d 10d x t'h' 1,920 J,820 4,340 4,680 5.015 1,695 3.285 3,730 3.765 3,765 A. HTU210 (Min.) 3rh 1 tii 9Na 3'h 32 16d 14) lOd x 1 A' 1,2SO 3.600 3.600 3.600 3.600 1.075 2.700 2.700 2.700 2.700 HTU210 (Liar.) 9'% t 1L 9'Aa 3'h 32) l6d J21 10d x 0" 3,255 4,705 5,020 5,020 5,020 2,800 3,765 3,765 3,76S 3,765 Bauble 2x Sizes HTU26-2 (Min.) 3'h 3iia 5%6 1 3 h 201 t6d 14)10d I,SIS 2.940 3,340 3,500 3,500 1 1,305 2,205 2.205 2. 205F4.8SS HTU26-2 (Max.) 5% VA& Sr/u 3h 20) l6d 20) 10d 1,910 2,940 3.340 3.500 3.500 1,645 2,205 2,205 2.205 HIU28.2(Mm.) 3'h 33k 7Na 3h 26) l6d 14)10d 1,490 3,820 3.980 3.980 3.980 1.280 2,985 2.985 17. HTU28-2 (Max.) 7% 311a 7Na 3'h 26)16d 26)10d 3,035 3.820 4,340 4.680 5,555 2.610 3,285 3.730 E4,625 FLfLHTU210.2(Min) Sri 311a 9Na 3'h d2116d(14)10d 1.755 4,2551 4,255 4,255 4.255 1,510 3,190 3.190 MTU210-2 MarJ 9% 3ita 9N. 3y. 32)16d 2 10d 385S 4,705 5,345 S,76U 6.470 3.315 4.045 4,595 See :able footnotes on P. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat SAewable up to 67'h•. Available in single and 2-ply sine. No bevel cut roquired. Allowable Loads for Skewed HTU Hangers Fasteners 0FL/SP Allowable Loads HF/SPF Allowable Loadsu Modal Na Skew Angle Degree) Carrying Carried Uplift Download Uplift 0ownbad Member Member 133/160) (100111511251 133/160) (100111511251 51 0116d IQ 10d x I W 1,315 2,945 1,130 2,530 HTU26 51-67'h 16d 12110d x I 970 2.595 835 2,230 51 26)16d 20110d x I 2.015 3.060 1,730 2.630 HTU28 51.671h 6116d 17) 10d x I 1.495 2,815 1,280 2.420 51 2116d 2 10dx Ile 2.715 3.175 2,335 2.730 HTU210 51-671h 32) l6d 22 10d x1'h' 2A05 3.040 1,725 2.615 51 20) 16d 14 10d 1.335 2,555 1.145 2.200 HTU26-2 SI-67'h 16d I 10d 1.110 2.700 955 2.320 St 261 16d 20)10d 2,470 3.890 2.120 3.345 HTU28-2 51-67'h l6d 10d 1,710 3,775 1,470 3.245 51 32) l6d 10d 3.600 4.935 3,100 4,245 HTU210 2 51-67% 21 16d 22 100 2.255 4.790 1.940 1 4.120 1. Lk Mt bads tiave been increased for wirid at 3. Maxlrnum taiger gap batwou n end of pot (truss) aixd face of earthquake loading with no furrier increase carrying member is W. alcoved. Reduce where other bads govern. 4. Nails: I fid = 0.1 fit' dia x 31h' long, I Box 1 K = 0.148' dia. x 1'A' long, 2. Allowable dovanbads may not be increased. 10d = 0.148• dia x 3' long. See pp. 26-27 for other nad saes and information. A• flange A" TACuta flange slde 0' Spedy angle Top View HTU Hanger Skewed Right < 51 • pa \ , Speuy angle 51• to 67'h' Top View HTU Hanger Skewed Right 2 51 239 THA/THAC Adjustable Truss Hangers This product Is preferablo to similar connectors because of a) easier Installation, b) higher foods, c) borer instafed cost, or a combination of these features. The THA series have extra long straps that can be field -formed to give freight adjustability and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top Range installation. Material: See table Finish: Galvanized. Some products available in ZMAX• coating; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Install top and face nails according to the table. Top nails shall not be within IW from the edge of the top flange members. For the TKA29, nails used for joist attachment must be driven at an angle so that they penetrate ttueuyh fire cormar of the joist aid into the header. for all other top Range installations, straighten the doublo shear nailing tabs and install the nails straight into the joist. face Mount Installation — Install all face nails according to the table. Not all nail holes will be idled on al models. On models where there are more nail holes than required, the knvest four face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the treader. Alternate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation bads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correr of the joist into the header. Uplift — Lowest face nails must be Ned to achieve uplift bads. Options: THA hangers avadablo with the header Rangos turnod in for 3W (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chan 1•--1—, tY 16•wtNM22.2tN: toy Wit 7"M2f2KAG422a, 2 Rh• tatT1e422.2 THA4*2 THA418 OrTHAC422 fare tads Tap RA Pat table per table Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Ooubla.Shaw Dome Double -Shear Douce' Nailing Nadng Side Vow Shear Sde View. Available on Na-kv Oo not some models) Top View bead fob 3 U.S. Patent 5.603.5W Double 4rQ - Use fta tahle Vdue Sin* 412-\ See footnote 3 SIMPSON Strong -Tie t•?Wy e I X c e 43rTHA29 2laee nails Totall Straighten the double shear nailing tans and instal nails strayht Typical THA422 Top Flange Installation on a 4x2 Floor Truss CL depth D Mount Installation Typical THA29 Top Flange Installation 0 to 6 W 229 Simpson Strong -Tie' Wood Construction Connectors Adjustable Truss Hangers (cont.) These products are available wt:h additional corrosion protection. For more information, see p.18. SIMPSON Strong -Tie Model No.WMNC Dimenslons M.) Min.' Top Flange Mtn. Header Depth Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code Rel. Carrying Member Lamed Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 1601 Floor 1001 Snow 115) Rool 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 91YA 51A 2'% 4)10d 1 (4)10d 4) 10d 560 2.260 2,310 2.350 2,350 480 1,740 1,185 1,815 1,815 THA213 18 1 % 13%& 511 1 % 4) 10d 2) 10d 4)10d x i IN 1.615 1.615 1,615 1,615 1,280 1.280 1,280 1,280 THA218 18 1% 174% 5% 2 4) 10d(2)1(4) i0dx PA' 1,615 1.615 1.615 1.615 1,280 1,280 1,280 1,280 THA218-2 16 3'A 171%. 8 2 4) l6d I (Z 16d 6)10d 2,245 2.245 2.245 2.245 1,935 1,935 1,935 I= 18. LIS, THA222-2 IG 3'A 224% 1 8 2 4)1Gd 2) Ilia 6)10d 2.245 2,245 2,245 2,245 1.935 1.935 1,935 1.935 FL THA413 18 3% 13%& 4 f 1 % 4) 10d 2)10d 4)10d 1,615 1.615 1.615 1,615 1,280 1.280 1.280 1,280 THA418 16 3% 17'A 71A 2 4)16d 2116d 6) IOd 2,245 2,245 2.245 2.245 1,935 1,935 1.935 1.935 THA422 16 3% 22 7'% 2 4) 16d 2) l6d 6)10d 2,245 2,245 2,245 2.245 1,935 1,935 1,935 1,935 THA426 14 3% 26 7% 2 4)16d 4) 16d 6)16d 2,435 2,435 2,435 2,435 2,095 2,095 2,095 2,095 FL THA422-2 14 7 Y. 22".% 91A 2 4) 16d 4)16d G) IGd 3.330 3.330 3.330 2AGS 2.865 2.865 2.865 FL,170 THA426-2 14 7Y4 26l% 91A 2 4)1Gd 4)16d 6) l6d 3.330330L330 3.330 3,330 2,8G5 2,865 2.865 2,885 I•L,I70 Face -Mount Installation" THA29 18 1% 91% 51A 911% 16)10d 4)10d 560 2.125 2.310 2.350 2,350 480 1.740 1.785 1.815 1.915 THA213 18 1% 134U 5% 13% 14)10d 4) l0d 1.170 1.955 2,020 2.065 2,065 780 1,68,31 1.73.5 1.775 1,775 THA218 18 1% 17i% 5'A 17a% 18)10d 4) 10d 1.170 1,955 2,020 2,0R5 2,065 780 I.GSO 1,735 1,7?5 1.775 THA218-2 16 3'A IVA& 8 141% 22) l6d 6) 16d 1,855 3.695 3,695 3.695 3.695 1.595 3.185 3,185 3,185 3.185 18. LIS, THA222-2 16 31A 2M 8 14 Ma 22) I6d 6) 16d 1,1155 3,695 3,G95 3.695 3,695 1,595 3,IRS 3,1115 3,185 3,185 FL THA413 18 3% 13V4 4% 13% 14) 10d 4) 10d 1.170 1.940 2.235 2.400 2.400 780 1,6G0 1,910 2,075 2.210 THA418 16 3% 17% 71A 1496 22) 16d 6) IGd 1,855 3,G95 3,695 3,695 3,695 1,595 3,185 3,185 3,185 3.185 THA422 16 3% 22 14144 22) l6d 6) l6d 1.955 3,695 3.695 3.695 3.695 1.595 3,185 3.185 3,185 3.185 THA426 14 3% 26 7A 16146 30) l6d 6) 16d 1.855 4,480 4.480 4,480 4,480 1.595 3.855 3,855 3,855 3 655 FL THA422-2 14 7'/4 22% 9Y. 161Ar 30)16d 6)16d 1,855 5,160 5,520 5,520 5.520 1,595 4,440 4,745 4,745 4,745 F(,170 THA426.2 14 Y, 1 26Vi 9i: 1 — I8 38 ISd 6)1Sit 1 1,855 1 5,S20 5,520 5.52.0 5,520 1,595 4.745 1 4,745 1 4.745 4,745 FL,170 1. Upl It has been nereased 60% for wind or earthquake loading wt:h no further increase allowed; reduce where other bads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying memoere or single 2x nalem. the fobwing THA hangers can be installed using IOd x I A' top nails and (2) l6d (ace nails with reduced allowable bads as noted: THA418/THA422: 1.415 to. for OF/SP, 1.215 b. for SPF; THA426. 2,245 lb. for ONSP, 1,930 b. for SOF; THA422-2/THA42&2: 2.345 b. for OF/SP. 2,015 b. for SPF. Loads are bosec on hanger installations at panel points. 4, face -mart installation bads are based on mnmum of 2-pty 2x carrying member. far single 2x carrying members, use 10d x 1 W nals into the carrying member and tabulatod fastwors into rho earned member, and use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 Gouge. S. Mn. Top Flange refers to the minxnum langth of strap that must be field formed over the header. 8. For the THA 2x models, one strap may be installed verficaly according to the tare mount nailing raqurements and the other strap wrapped over the truss chard according to the top flange nadng regwrements (see drawing on P. 229) one achieve full tabulated top flange installation bads. 7. Nags: 16d = 0.162' dia. x 3 A' long, 10d = 0.148' din. x 5' long, 106 x 1'4' = 0.148' dta. x 1'he long. See pp. 2&i-27 for other nal sizes and informalton. 230 THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the TFIAPA422 has a standard skew of 45•. Straps must be tent for top flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 2'A' Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 for Code reference Key Chan THAL422 SIMPSON Strong —Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Olmenslons fMlnxif I OF/SP Wbwabk Loads SPf/HF Alowahk Loads Model n•) Chord on Eflecthre Cade N0. GrKry ng lfasteners. Helght H 4 CarrylnprioJeMembera.., _ Carried Member i. r raawe . UOltlt Floor Sinew Roof Upltit F.bor Snow Roof Rol. W H C • Idember Top face eight Slant 460) (100) (a15) (125) tfi0) (100) (.1t5) (t25) 5 4x2& 9mtn. tOd( 4) 1 h" IOd )1 h" IOd( 1) 1'h" tOd(12)'A" 880 880 880 I55 755 755 THAR/1422 Min.) Ifi 34i 229i 8 Is. Oouflk 9 to 12 1,525 1.525 1.525 1.315 1.315 1,315 4x2 4)10d 2)10d 1) 10d l0dx)1 %' 1.1 5. t2 1,090 1,090 1,090 935 935 935 16 8 0011 k( IOd IodMdx. THIAAZ4 391 2 mtn. BI tOd I) IOd h., 310 I,fi75 1,675 1675 265 1,440 1,440 1,440 1. Updh has heat Increased for wind or earthquake loading with no further ilcrea:e ahwed. reduce whore other bads govem. 2. Roof bads are 125% of floor loads unless limrteo by other criteria. Flcor bans may be adjusted for bad durations a :OOrdng to the code prevded they do not exceed those in the roof column. 3. Where the top of the carried member is flush vnth the top of the carrying me-ber. Hun is equal to the depth of the cameo member. Otherwise, Heft "be measured from the top of the hearing seat to the top of the carrying member. 4. Nails: I Od = 0.14a' dia. x ;i Iorg, 1 Od x I W = 0.148' oia. x I W long. Sea pp. 26-27 for other nal vzos and Information. 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand Hips (at 45-degree skews), and can be installed before or after the hip and jack Can also be used for double (terminal) hips. Material: 14 gaugo Finish: Galvanized Installation: Use all specified fasteners; see General Notes. AD multiple members must be fastened together to act as a single unit. Shag be attached to a double girder truss to allow for requited minimum nad penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chan THJA26 oiw et Hnintlain Typical THJA26 Installation Top View erminal Hip without enter Common Jack fasteners r DFfSP ADowable Wads SPF/HF AO$viatdeLoads Model Na Member Code Rat. Grtyltp Hip IIFbarSnow Rool Wind Upglt floor Snow Raaf Wind lletnber, 4fi0) 100 ( 115) (.125) (160) 160) 100) I1t5) (125) (160) Hip 720 2. 010 2.310 2.450 2.450 590 1.740 2,000 2,100 2.100 THJA26 20) Ifid 6) 10d x 1'A' 4)10d x 1'A' Ill. R. 240 6/ // 081119558600000Total9602, 680 3.080 3,265 3,265 785 2.320 2.670 2.800 2.800 1. Uplift bads have been increased fa w.nd or earthquake bading with no further increase allowed; reduce where other loads govern. 2. Wind (1601 Is a ddowehload rating. 3. Loads shown are based on a minimum (2) 2x6 carrying rrentw. For single 2x carrying; g rrembers (min. 24), use 10d x 1 W nos and use 0.67 of the table value. For (2) 2x4 darryag members, rxAti* the download by 0.50. 4.16d sinkers ( 0.148' dia. x 31A' ling) may be substituted for ;he specified 16d convnons at 0.65 of the table bad. S. Tabulated hip and jack allowable bads assume that 75% of the total bad is d;sltihutcd to the hip and 25% to i o lack. It is permitted to distribute 65% to 115% of one tabulated total bad to the hip, and the remaining percentage of total bad to the jack. The combined hip and jack bad may rut exceed the published Total Load. 6. For Iermhal hips. divide the total allowable load by 2 to determine the allow n3le bad lot each hip, 7. Thus chord cross -gram tension may lint abwablo bads in accordance with ANSVI'm 1-2014. Simpson Strorg-To' Connoctor Sdoctor` software includes ae evaluation of crosc-gran t nsion in its hanger allowable bads For additional al information. contactS,mpson Strong -Tea Nails: 16d = 0. 162' dot x 3W long, 10d x 1 W = 0.148' dta. x I A' long. See pp. 26, 27 for other nad sizes and information. T C 247 VALLEY FRAMING & BRACING DETAIL 1 —tear Aiwa nnA f:r2da Minumiim Ranuirpmprik Effects of not ismAdieg sheadittp bobw a Valley set must be ivaluated by the building designer. This drawing apogee to valleys With the fonotMng conditions: Spans (distance between heels) AW-r or loss 4tluiinum valley WOW 14-4- aYtaakrtum mosn'root Might: 30 Mt ASCII 745.140 mph. Enclosed. At It. w a. U1.0. KrmlA 0r A M&almum of ASCE 7-10. IN mph. Enclosed. Esp 0. Kat.LO wrcremn— as tong as the proper number of nails ace Installed Into ddg6.boaro 4nstaff Mocking under rafter if sleepers are net used. 4mtad blocking uedar cripples It cripples toff between lover trust top chords and tetonl bracing Is not 64d. Ap N all Asking In accordance to current NOS requirements: Na01 are common wiro mils urdM noted ownrlsa. _.W a°ia°ic r r,C o `rwetana.et...m...t a na.. " -OVar.a;s.sr.....a.w.w.. r.... s...iR.t.rrt.w.r.w. w •• iS r n.a&r& vAU a i. anea.. wit.. r w- et try erwr t c., . raM k w ANfItNQIAdWItfawn .lei m.nwc. wit 1usvm L . rr wea6 a wYULaw t a..ve M fw we A . wl a. aayeraele .r..r r.P o.tee trAr w.eta rtlarer..mp.rto ./ erderrs+l rtxdtrr. wtl.e tree a..o.r rw* .raL1n t tea taoq. uoaut .Lra%....bw.Mreftft i. teM !t& & _: _V No. 70861 `: STATE CtF ORtOP a4iQ TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Mpplet 4' 4" for 30 pat (TL) and 20 pot (TD) Mac e the cdppes (or each new eta" from the wattage of &Movers working thward to the ridge beard as that cripple locations are gered tmtwosn rows. tYN mnecticn Requirement Notes 2adrakerstoimse 4 16dtoersib. crippleto ridge 416d too -mils Cripple to rafter. 416d too -mils a 16d face- nalls RaRerta sim ar blbeWn6 S 16d toemffs Roller 1b m 2x6 steepen. 416d teamllt Sleeper to tout 416d toewOs Two 2a6 skepers tat truss 316d tee -naffs eAch steeper Ile truss Rtdja board to roof block 416d tw•nWs Ridge board to truss 416d tee.nalls Putlin to (Trp) a Lod toe -mill Tens to bleddng 416d tad -mill Trust to cripple 416d toe•mits Truss to cripple 41fd toe -rolls Cripple to piuffn 316d toe-nslls collarbalm to rstst 416d tee -roll[ E 16d (0. 162-mS.S') COMMON NAILS Y (A) (B) ( tar) TC LL 20 30 40 54 TC OL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT LD.30 60 47 61 DUIt. FAC. 1. 25/1 15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/ 14 DRWG VACNV1801015 r Cracked or Broken This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panelandnomorethantwobreakspertrussareallowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) - Damaged area, 12, max length of damaged section L) a Minimum nailing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, cone size, grade, and Mlnlmum side memclesasberlengths) 0 ((2)(L (B) scab per face. Scab member length (S) must be within the broken panel. NailInto 2x4 members using two (2) rows at 4' o.c., rows staggered. NallInto2x6membersusingthree (3) rows at 4 o.c., rows staggered. Nall using 10d box or, gun nails (0.128101, mW Into each side member. The maximum permitted lumber grade for use with this detailisUnitedtoVisualgrade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at nid- panel splices.This yy sectionsoccurringwlthintthe connector be used for damaged chard or web Broken chord may not support any tie -In loads. s 4' o c. iTyplcal F- O + o + O + O O + O + O + O + 1 2' F-- Stagger Back Face 10d Box C0.Dp122 8bb x 3', min) Nollsl 10 = Front Face 2x6 Member - Trlolee Roww Stnooere Nail Soacinq Detail Member Repair Detall Load Duration = 0% a-e= n.. he Increased for Duration of Load Maximum Member Axial Force Member Size L SPF_C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415q web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# IS85# 2245# 2620# Web or Chord 2x4 30' 1910# 19600 2315# 2555# Web or Chord 2x6 2230#1 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 49' 460# J: 2 4070# 4445# Web or Chord 2x6 F5165# 6095# 6660# ealrwm. ul® 1 +as navels m .. mnuerm salons ne se>'euas 0 1TW : a AN MG M *M t1Y w.Yip w7 1.4r. L V. Ns. V. Yniawe..M .NfIRn 4 Ir ti, MN mm.ttn • r.w of b.n..r W w tlY I.Ay r a,+.. W. e.tl'e r'ru.~M ) .,mil w I tlitMMwW4 ..IdyItWY." MCV1M 1 f_& Imo- Yy . b eV. Y Yr rei m/ M V. MOO logo Mr' F.WM L . =Grs /? ...e Mr• YttY ... W fYY == ll.tt. W. t "n.1ttYIN. laa Cli. MD p0/! KI00 .YNp Iat eau 1K tp+.t..ry, fKM .w.Adnir P.M REFMEMBER REPAIR DATE 10/ 01/14 DRWG REPCHRD1014 24.0' MA iQ: S1AA11N6 "ut 1c RECOMMENDED SHORING DETAIL iv v NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL NEIGHING MORE THAN 500f ARE TO BE PLACED -ON FLOOR TRUSSES. SHORING IS REOUI.AED. K CONCENTRATED LOAD DUE TO,UPP.ER•FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE'ON:ALL SIDES OF A.PALLET.. MAXIMUM HEIGHT PER PALLET IS. 20000.-LOAD MUST BE SPREAD OVER AT.LEAST 2-TRUSSES.- NOTE: SEE APPROPRIATE ALPINE DRANING:FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN MERE, 13nildin NOTE: SHORING, MATERIAL ANO LABOR l/l" gypsum bd. a 2.2 psf / I/2" layer TO -INSTALL AND TO REMOVE THISMATERIAL 'IS . TO BE SUPPL IEO S/A" gypsum bd. n 2.8 psf / 5/8't Inver -BY THE CONTRACTOR. n I 8" coac block - 60 psf % 6"-Idycr- masonry brick a 38 psf /.4" lnyer 2 _ _ 0 4 0- 0}- MINYMUM SUBFLOOR 'UNOERLA-YMENT *:.2000#.• 1 2) -2X'6 HEADER POSTS @-4'0" O.C. 4X4 OR ('2).-2X4X4 ' 0" UNDER TRUSSES. -WHEN,'SHORING - IS REDUIREO." RA -AP ROY. '710M CLEAR SPAN SCALE P T P-ALPINE.'N R F DETAIL co 0 0 0 0 0 • oA-E AE 090 96 wORM I•iC12396074 Recom/1 endend Shorlfng I'-E 6 hPosCJ G = G tel: C7 r;. ALPINE u'mnrc MN ifn /nfn iin finn• stomer • vCarpenter Contractors of America Job Number. N333547 JDescription: TEENBLDR ,9A6/9A7 ,198SE ,02A ,RB01 dress: City, State, Zip: Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Name, Address and License # of Structural FOR if one exists for the building: Name: License A Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) State: View Version: 17 02.02.1213.21 JRef #: 1 W 9X89750045 W nd Standard: ASCE7_10 Wind Speed (mph): 150 I Roof Load (ps0: 20.00-10.00- 0.00- Floor Load (pso: 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 56 truss drawings and 5 details. Item Seal # Truss 1 097.18.1340.29555 FT1 3 097.18.1340.28806 FT3 5 097.18.1340.29071 FT5 7 097.18.1340.28745 FTGE 9 097.18.1340.28712 FT8 11 097.18.1340.32351 13 097.18.1340.32067 A4 15 097.18.1340.31510 A6G 17 097.18.1340.29149 B2G 19 097.18.1340.29586 C2 21 097.18.1340.29539 C4G 23 097.18.1340.31507 D2 25 097.18.1340.32347 D4 27 097.18.1340.30569 LI 29 097.18.1340.32738 FG2 31 097.18.1340.29120 E1 33 097.18.1340.30428 MV3 35 097.18.1340.30103 MW Item Seal # Truss 2 097.18.1340.29212 FT2 4 097.18.1340.28588 FT4 6 09718.1340.29773 FT6 8 097.18.1340.29524 FT7 10 097.18.1340.31349 Al 12 097.18.1340.32144 A3 14 097.18.1340.31506 A5G 16 097.18.1340.28884 BIG 18 097.18.1340.28542 C 1 20 097.18.1340.28541 C3 22 097.18.1340.31505 D1 24 097.18.1340.32350 D3 26 097.18.1340.32066 D5G 28 097.18.1340.29711 FG1 30 097.18.1340.28603 FG3 32 097.18.1340.28885 E2 34 097.18.1340.1210i MV x has been eketronie Ily 36 097.18.1340.3j i3iral Sip uture. PriMM s a Copies Wi h ut an ori0inal apnature meal oe venrreo asingtrre orrgmal elearonit r ` version. V S No.70861 t STATE OF 4,tf; C OR10 f ASS/nhi A; 04/09/2018 Florida Certificate of Product Approval #FL1999 Printed 4/9/2018 11:39:36 AM Alpine, an ITW Company ALPINE uimvmk"o CSfe rnfiar.ra{iww• v.ac •.uv..nvuv.r. Customer Carpenter Contractors of America Job Number. N333547 JobDescription: TEENBLDR ,9A6/9A7 ,198SE ,02A .RB01 Address: City, State, Zip: Item Seal # Truss 37 097.18.1340.28543 ER 39 097.18.1340.29056 EJ5A 41 097.18.1340.31021 CJ3 43 097.18.1340.29103 HJ7 45 097.18.1340.30570 EJ7L 47 097.18.1340.31024 CJ31- 49 097.18A340.30071 HRL 51 097.18.1340.32069 EJ3A 53 097.18.1340.32348 CJ3A 55 097.18.1340.31508 HRA 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 097.18.1340.29119 E.15 40 097.18.1340.31022 CJ5 42 097.18.1340.31025 CJ1 44 097.18.1340.28886 HJ5 46 097.18.1340.31026 CJ51- 48 097.181340.31023 CJ11- 50 097.18.1340.32068 ERA 52 097.18.1340.32550 CJ5A 54 097.18.1340.32503 CJ1A 56 097.18.1340.31848 HJ3A this docenwnt has been eteetronieWy Moe" amino a ni3ital RomMore. 11r4M{rl copies v{ithaut an oriOmal sionato tnusl be verified asing the original electronic version. M low Eks a ti o. N70861 STATE OF f O '• ,LpWIOe«i' 04/09/2018 Florida Certificate of Product Approval #FL1999 Printed 4/9/2018 11:39:36 AM t Job TEENSLOR Number. N333547 I QN: 5 IFROM: Ply. I4R01AA78 / T37 SY42 1AKOr No 8975 097.18.13f4 W9X89850045 555 Truss Label: FT1 7'10"8 9'11"12 15'4"4 if7' 10"8 12' 1 "4 5'4"8 NIP) 4X4 -4X4 1.5X3 =1.5X3 A B C D E F G i LWEAikM N ina 1.5X3 1111.5X3 Loading Criteria (psf) TCLL' 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 100 Spacing: 24.0 " 111 I.JAJ 1111..7AJ qA9 1112X4 15'4"4 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA fl Loc. from endwall: NA I: NA GCpi: NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Sot chord 4x2 SP 2400f-2.OE Webs 4x2 SP 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. WARNING" READ IMPORTANT" FURNISH THIS C Snow Criteria (Pg,Pr In PSF) Def1ICS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce NA VERT(LL): 0.178 D 949 360 Lu: NA Cs: NA VERT(TL): 0.368 D 660 240 Snow Duration: NA HORZ(LL): 0.033 B - - HORZ(TL): 0.052 8 Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 778 TPI Std: 2014 Max SC CSI: 0.671 Rep Factors Used: Yes Max Web CSI: 0.433 FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A.1213.21 a84$ 1.• o. 708 1 s .off• SAT O COA a N AL EN , 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 0 831 /- /- /- /- /7.2 1 832 /- /- /- /- /30 0 Min Brg Width Req = 1.5 I Min 8rg Width Req = 1.5 Bearings 0 & I are a rigid surface. Bearing 0 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 A-B 0 -572 D-E 0 -1888 B-C 0 -1470 E-F 0 -1471 C-D 0-18W F-G 0 -572 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp P-O 1132 0 M-L 1888 0 O- N 1793 0 L- K 1880 0 N-M 1896 0 K-J 1124 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-0 0 -795 E-K 0 705 A- P 908 0 K- F 550 0 P-8 0 -890 F-J 0 878 B- O 537 0 J- G 909 0 O-C 0 -512 G-1 0 779 TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin , in,tailing,and bracing. , Refer to and fqllow the latest editiCn of SCSI ((Building ty ractices pnor to performing these functions. Installers shall oprowde terhpora 1ave property attache structural sheathing and bott% chord glSall have a prose rat restraint f webs shall have bT0n9 nstalled per SCSI sect ions 83, 87 or BtlionasshownaboveandontheJoinr[Setails, unless noted otherwise. Refer to shall not be responsible for anv deviation from this drawina.anv failure to build the ALPINENE Mmvaowun 2400 Lake Orange Dr. Suite ISO Orlando FL,32837 t Job TEENBLDR r. N333547 I y. 7Ply: I IFROM: Numbe4R01AA77 / T40 / SY42 I OrusNo: R097 18.8975 . 11340. 92122 1 Truss Label: FT2 T 1 90 1 1 Loading Criteria (psq TCLL: 40.00 TCDL: 10.00 BCLL. 000 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing. 24.0 " 7' 10"8 1 9'8"14 15'1"6 7' 10"8 11' 10"6 5'4"8 NP) 4X4 1. 5X3 4X6 A B C D E F G PI 1. 5X3 1111. 5X3 Wind Criteria Wind Sld: NA Speed- NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA ft Loc. from endwall: NA 1, NA GCpi: NA Wind Duration: NA Value Set: 138 (Effective 611/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"4",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg.Pf in PSF) Pg NA Cl: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed TPI Std: 2014 Rep Factors Used: Yes FT/ RT:12(0)/10(0) Plate Type(s): WAVE 15' 1"6 Oefl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W VERT( LL): 0.172 D 999 360 P 817 / - / - / - / - 7.2 VERT( TL): 0.351 D 683 240 H 831- HOR2( LL): 0.033 B - P Min Brg Width Req = 1.5 HORt( rL): 0.050 B H Min Brg Width Req = - Creep Factor. 2.0 Bearing P is a rigid surface Max TC CSI. 0.766 Bearing P requires a seat plate. Max SC CSI: 0.986 Max Web CSI: 0.425 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02.02A.1213.21 A - B 0 - 562 D - E 0 -1831 B- C 0-1439 E-F 0 -1438 C- D 0-1836 F-G 0 -560 o H. k ASP,G .... a 4 o. 708 1 o i• SAT O k , r COA fid Ss IVAI ,a 04/ 092018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp O- N 1111 0 L-K 1831 0 N- M 1750 0 K- J 1823 0 M- L 1837 0 J-1 1104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- P 0 -783 E- J 0 660 A- 0 893 0 J- F 532 0 0- 8 0 -872 F -1 0 862 B- N 521 0 I-G 893 0 N- C 0 -495 G-H 0 811 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fa sating, hh ndling, shi pppI , in;tailing and bracing. , Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI PlanStCA) far sate ractices prior to performing these functions. Installers shall Drovide terhpora per BCSI., Unl ss noted o erwise,top chord shall h ve properly attached structural sheathing and bolt2rtl chord;Hall hav a probe drigidceilma. eLocabons shown for pemtanent lateral restraint of webs shall have braanq installed pfr BCSI sections Q3, 7 or Bi , Ica e. ApDT 0tates to sash face, or truss and position as shown above and on the Join etails, un ess noted otherwise Refer to is160A-t fprYs# n and plate positions. a division of ITW Byitdd1'nQCComponents Group InC.,shall not be re8ponsi le for any deviation from this drawin ,a failure to build the COnformanee with ANSI PI 1, or for handlirip shipping, inst llatidn and brarang 0f trusS sA Seal on this dr wiXq orgver pagQ this drawing indteates aecep ance of pro ess one en veering responsibility so env for tie design sho n. a sw Ility se of this arawtng for any structure is the responstbilit of the Building Deslgrter pefANSI/rPl 1 See.2. A IPL NErmwwn 2400 Lake Orange Dnmr. Suite150OrlandoFL, 32837 Job TEENBLDR r. N333547 N: 7 FROM: 4R01AA78 / T26 / SY42 DrwNc R097.18.1340 288 89750045 Truss Label: FT3 I I 1KM / DF 04/07/2018 T 90 1 5 5'4"8 6-9"'1 14'8"4 5'4"8 1'5"4 7' 10"8 TMP) 4X4 =4X4 1.5X3 =1.5X3 A B C D E F G O 1.5X3 1111.5X3 n r"P0 N 14'8"4 III2X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl LJ# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce NA VERT(LL): 0.138 D 999 360 0 794 / - / - / - / - / 7.2 BCLL: 0.00 Enclosure, NA Lu: NA Cs: NA VERT(TL). 0 264 D 886 240 1 795 / - / - / - / - / 3.0 13COL: 5.00 Category: NA Snow Duration: NA HORZ(LL). 0.017 J - 0 Min Brg Width Req = 1.5 Des Ld: 55.00 EXP. NA HORZ(fL)- 0.024 J I Min Brg Width Req = 1.5 NCBCLL, 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor. 2.0 Bearings 0 8 I are a rigid surface. TCDL. NA psf Bearing 0 requires a seat late. Soffit: 2.00 BCDL: NA psf Bldg Code FBC 6th.ed 201 Max TC CSI' 0 562 g p Load Duration- 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.844 Re Factors Used: Yes Max Web CSI: 0.412 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a: NA ft p Maximum Top Chord forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens. Comp. I. NA GCpc NA Plate Type(s), Wind Duration: NA WAVE VIEW Ver. 17.02.02A.1213.21 A - B 0 -544 D - E 0 -1742 Lumber B- C 0 -1380 E- F 0 -1382 C-D 0 -1732 F-G 0 -543 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Sot chord 4x2 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP #3 Lumber value set "138" uses design values P - 0 1070 0 M - L 1737 0 approved 1/30/2013 by ALSC O - N 1725 0 L - K 1674 0 N- M 1732 0 K- J 1074 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens Comp. 2x6 #3 HEM -FIR or better continuous strongback A - 0 0 -762 E - K 0 -462 Attach to each truss where shown with 3-10d Box or A - P 864 0 K - F 490 0 Gun nails (0 128"x3",min.). Strongback material to turttlupll P - B 0 -836 F - J 0 - 843 be supplied by erection contractor. ,-1 N ran,, B - 0 492 0 J - G 863 0 Truss must be installed as shown with top chord up. l E+ • /<< i O - C 0 - 5W G -1 0 - 742 r r o. 708 1 a ot• S T O •: y 9 '• A, COA # ;WNA 04/09/20 ( 8 WARNING' READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL a division of any INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of OCSI (Buildin rung these functions Installers shall provide tern orauduralsheathingandbott2r chord g dall hav a rope lave bracan9 n , lied per SCSI sections $3, 7 or et , on the Joincoetatls, unless noted otherwise. Refer to failure to build the I or over pagen. 4fhe sui9@ility ALPINENE MIfiNlmNliAlll 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333647 Ply: 1 SEON: 40179 / T7 / SY42 Cust. RR8975 JRef: IW9X89750045 TEENBLOR Oy: 1 IFROM:RAA OrwNo: 097.18.1340.28588IKIVITrussLabel: FT4 OF 04/07/2018 5'4"8 6'9"12 14'8"4 5'4"8 1'5"4 7'10"8 aI F - 2'6" _"I TMP) a 3X4 a 1.SX3 I.SX3 A B C D E F G T -1, 1 9.4„ O P O N M L K J I a 1.5X3 1113X4 1111.SX3 III I.SX3 1112X4 III I.SX3 11'1"4 3'7" 14'8"4 Loading Criteria (pat) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl L/# Loc R / U / Rw / Rh / RL / W 0 654 / - / - / - / - 17.2TCDL: 10.00 Speed: NA mph PI: NA Ce: NA VERT(LL): 0.066 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.136 C 999 240 K 595 / - / - / - / - 14.0 SCOL: 5.00 Category. NA Snow Duration: NA HORZ(LL): 0.014 8 - 1 347 / - / - / - / - / 3.0 Des Ld. 5500 EXP. NA HORZ(TL): 0.021 8 0 Min Big Width Reg = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor. 2.0 K Min Brg Width Reg = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 486 1 Min B Width R 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.999 Bearings O, K. ir I are a rigid surface. Bearing O requires a seat plate. Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.328 Loc. from endwall. NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi' NA Plate Type(s): Maximum Top Chord Forces Per Pry (Ibs) Wind Duration: NA WAVE VIEW Ver' 17 02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 0 -433 D- E 0 -1045 Value Set. 138 (Effective 611 /2013) B - C 0 -1038 E - F 0 - 386 Top chord 4x2 SP #2 N C - 0 0 -1202 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens Comp. approved 1/30/2013 by ALSC P- O 853 0 M- L 1203 0 Plating Notes O- N 1202 0 L- K 817 0 All plates are 3X3 except as noted N - M 1202 0 K - J 760 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied by erection Contractor. I111111WItfyy A - O 0 -628 P - 8 0 668 Truss must be installed as shown with top chord up. H. ` A - P 688 0 E - K 0 - 694 tl 0.708 1 o i• S T O .: Q o. t; 9iD ; r• ONAI EN •• COA a 1411p11W 04/09/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS fusses re uir extreme care in fabr' itin , h ndlinq, shi pin , installing and brawn. • Refer to and follow the latest edition of BCSI (Building omponengt Saefery Information, by TPI pn S CA) fbr safety ractices prior to performing these functions. Installer$ shall provide terhporary bracing pri id i, UnlP ss nqtedabed show i e,toope chord shall have proDet attache s1ruct e I heap ing and pftt n 0rlosr d g1 51 h 3vP a a'oattachedriidceilinggovationsshownorrmanedtlateralrestraintbfwebssathavanc $1a.11ed r sl 7 810 as app ICa e. ApppTy atf hbtoeachfaceotrussanpositionasshownaboveandonte om etails, un ess note otherwise Refer to drawings 160A-Z fbr s ndard plate positions. ALPINE AI in@, a di of ITW 8Uit 1'n CCom on nt Gr)ip Ine.,shall not be responsible for an deviation from this dr wi a failuretrtPssinnancewithASIPI1Por(oriandliA shi plow, installatitsn and brawny of trussesA seal on th r witXa or to build the over pageoThelistingthiswinindicatesacceptanceofproTesslonarennBringresponsTbili( solely for the des an ahovTn. Qseo rawjg forNisn 2g00 Lake Orange Or. F ility 9andSuite150anystructureis [he responsibilit ot the Building Oesigtfer pefANSI/TPl 1 Sec.2. For more information seo Chia' b'a nerel notes a e arW these web artea: ALPINE: www.el meitw.cem• TPI: www, mat.a • SeCA: www.aburidus .um• ICC: www.iaaateorg Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON' 40180 / T38 / SY42 Cust: R R8975 JReI: 1 W9X89750045 TEENBLOR Oty' 2 IFROM.RAA OrwNo• 097 18.1340.29071ITrussLabel: FTS KM / OF 04/07/2018 5'4"8 6'8"14 14'5"14 5'4"8 1'4"6 7'9" f f — 21" TYP) a 3X4 15X3 =3X3 =3X3 =3X3 =3X3 =3X3 3X3 A B C D E F G T m P O 9.4. N M L K J 1.5X3 =4X4 03X3 1111.5X3 IIII.SX3 =3X3 =3X3 I H 3X3 1111.5X3 1111.5X3 II'l"4 3'4"10 — 14'5"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL' 40.00 Wind Std: NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Loc R / U / Rw / Rh / RL / W p 659 / - / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.066 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.126 O 999 240 J 582 / - / - / - / - / 4.0 BCDL. 6.00 Category' NA Snow Duration' NA HORZ(LL): 0.012 8 - - H 340- Des Ld: 55.00 EXP. NA HORZ(TL)' 0 018 B P Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 J Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.481 H Min B Width Re q = Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.770 Bearings P 8 J are a rigid surface. Bearing P requires a seat plate. Spacing: 24.0 " CSC Dist a: NA ft Re Factors Used: YesP Max Web CSI: 0.330 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi: NA Plate Type(s). Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02 02A 1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 0 -436 D- E 0 -1078 Value Set: 138 (Effective 6/1/2013) B - C 0 -1048 E - F 0 -435 Top chord 4x2 SP 02 N C - D 0 -1220 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens Comp. approved 1/30/2013 by ALSC O-N 860 0 L-K 1221 0 Additional Notes N- M 1219 0 K- J 858 0 See ANSI/TPI 1 Sect 7 for additional bracing M - L 1220 0 J -1 836 0 requirements. Bracing material to be supplied by erection contractor Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens Comp. sMtlttltllWftllrrr A-P 0 -629 E-J 0 -686 A- O 693 0 F- I 0 400 0-8 0 -673 t 0. 708 1 e S 4P 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses reqquire extreme care in fa I tin9 h ndling shiDpin , in$talling and bracin Refer to and follow the latest editin of SCSI (Buildin omponentSafeyInformation, by TPIan a'S CA) for sate racbces poor to peAo ming these functions Installers shalPprovide terh rot braan oer BCSI. Unless noted otherwise top chord shall hve property attached structural sheathing and bolt2rtl chord;hall ayerope attach d rigid a ilin .Locations shown for ermane t latgral rests nt 6f webs shall hay b an ns4.1led p r BCSI coons 3, e or et as app ica e. ApD y to face, t Refer DlateseachofPtrussandpositionasslownaboveandonelointetails, unless note?otherwise. drawings160A-Z for standard plate positions. to ALPINE Alain , a division of ITW Builddl1'ngg CCom vents GrOu Ing..shall not be regponsi le for an deviation from this dr8wi g an failure trlQss6ingntrmancewithANSI/TPI 1 po for hanClirPg shipping, st011atldn and braclna yef,trussesA seal on this srBwiXa or to build the over 9e listing this prawing indicates acceptance 0f pro) less en Ineering re gonsfi solely for the design shov7h. andriseothisdrawingoranystructureistheresponsibllit9loftheBuildll9DesigerANSI/rPl 1 See.2. 2a00 Lake Orange Drm hesuitability9Suite t50 for more mformauon see this' ws general notes page and these web sites, ALPINE' www alptneaw.came TPI: www. ' st.or : SBCA: www sbdneus .ram• ICC: www.icesafa arg Orlando FL, 32837 f Job Number. N333547 I Py. 1 I SEON. 40181 / T41 / SY42 Cust: R R8975 JRef: 1 W9X89750045 TEENSLOR Oty. 1 FROM: RAA OrwNo• 097 18 1340.29773ITrussLabel: FT6 KM / OF 0410712018 5'4"8 6'8"14 14'514 5'4"8 1'4"6' 7'9" NP) 04 1.5X3 =3X3 =3X3 =3X3 =3X3 =3X3 =4X4 A B C D E F G A AN 14'5"14 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PO) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL' 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W P 797 /- /- /- /- /7.2TCDL1000Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.137 D 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.259 D 904 240 H 783 /.- BCDL: 5.00 Category: NA Snow Duration- NA HOR2(LL) 0.018 1 - - P Min Brg Width Req = 1.5 Des Ld: 55.00 HOR2(TL): 0.024 1 H Min Brg Width Req = - Code / Misc CriteriaNCBCLL: 1000 Meaeight: NA RMeanHeight: M TCDL: NA psf CreepFactor 2.0 Bearing P is a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.564 Bearing P requires a seat I9qpate Load Duration. 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 1 Max BC CSI: 0.840 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA R Rep Factors Used Yes Max Web CSI: 0.426 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) I Chords Tens.Comp. Chords Tens. Comp. 1' NA GCpi: NA Plate Type(s). VIEW Ver: 17.02.02A.1213.21 A - 8 0 - B• C 0 -1873E- F D - E 0 -1420 87 0 -10 Wind Duration: NA WAVE Lumber C• D 0-1741 F-G 0 -595 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Sot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up GPM H - Fee 0. 708 I Ole S T O p • ee w ••' Imo_ • COAS ON 04/ 09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O- N 1075 0 L- K 1747 0 N- M 1734 0 K-J 1701 0 M- L 1741 0 J-1 1122 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- P 0- 765 E- J 0 445 A- O 868 0 J- F 473 0 0- 8 0- 840 F- I 0 837 B- N 496 0 I- G 894 0 N- C 0 -586 G-H 0 774 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabn ating, h ndlinA, shiDpin , installing.and bracing. , Refer to and follow the latest editlGn of BCSI (8uildin omponent Safety Information, by TPI Ana S CA) for safety radices prior to perfo rrling these functions. Installers shall prowde terh ors bracin er BGSI. Unless noted olherwise,to chord shall hfive roDerly attached structural sh athing and bong Chord hall have a rro e attachriidtlinLovationsshownforprmanenllateralrestraintbfwbsshallhaybannstalledrBGSIlions63, 87 or 1 asappllcalle. ApD ji Dlatgs to each face, oftruss and position as shown abbove and on the oin etails, unn ess noted otherwise Refer to' ALPINE drawings160A-2 for standard plate positions. Alppin a di rision of ITW Buit 1'nCCom vents Group Ins..shall not be re ponsiple for an deviation from this d wilt anY failure to build the llntssncon(prmance with A SI PI 1 Por for handlirfa siapinp, installat%n and bracing yoi trussesA seal on Chris tlr wina or over page 2a00 Lake Orange Or. listinggthisgrawingindicatesacceptanceofoassonenin ring re ponsTbiliri solely for the design sho21 he suitability Suite 150 and2 ' or this drawing or any structure s the responsibtli 'o tCe le Designer pe ANSI/TPI 1 Sec.2. Orlando FL, 32837 Formoreinformationseethisjob's general notes page and these web sites ALPINE www.el ' eitw.com TPI: www.tpinst : SBCA: www abondus eom• ICC: www.ktufe.otg Job Ply: I Truss Label: abets' fTGE 7 I Oty I FROM. ALS 2 / Tt 1 / SY42 I KrNo: RO097.18R W9n5c985t)045 1T8 , 2'1tY 14'5'4 14;8.4 t' 1'71 1'2'8+ 11'7'4 136 I 1210•8 I TYP) 3X3 A 8 C D E F G H I J K L T2 Y a 3X3 - - - - 14'8'4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pr in PSF) Def ICSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- 0 002 B 999 360 N' 352 / 47 / 15 /- /- / 176 BCLL: 0.00 Enclosure- Closed Lu' NA Cs: NA VERT(TL): 0.006 8 999 240 Wind reactions based on MWFRS SCOL: 5.00 Risk Category- 11 Snow Duration: NA HORZ(LL). -0.001 B - - N Min Brg Width Req = - Des Ld. 55.00 EXP' C HORZ(TL)- 0.001 B Bearing Y is a rigid surface NCBCLL: 10.00 Mean Height' 15.00 It Code / Misc Criteria Creep Factor. 2.0TCDL42psi Members not listed have forces less than 375# Soffit: 2.00 BCDL: 3.0 psi Bldg Code' FBC 6th.t d 201 Max TC CSI: 0.380 TPI Std: 2014 Max BC CSI: 0.013 Maximum Web Forces Per Ply (Ibs) Load Duration: 1.00 MWFRS Parallel Dist. 0 to hl2 Webs Tens.Comp. Spacing: 12.0 " C&C Dist a: 3 00 ft Rep Factors Used. Yes Max Web CSI: 0.122 Loc from endwall: not in 4.50 ft FT/RT:20(0)/10(0) X - B 76 -404 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 Maximum Gable Forces Per Ply (Ibs) Lumber Gables Tens.Comp. Gables Tens. Comp. Value Set: 1313(Effective 61112013) C - W 69 -407 H - R 66 -512 Top chord 4x2 SP #2 N D - V 68 -440 1-0 66 - 510 Bot chord 4x2 SP #2 N E - U 67 -476 J - P 68 - 523 Webs 4x2 SP #3 F - T 66 -507 K - O 61 -469 Lumber value set " 138" uses design values G - S 66 - 513 approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Op111111111141f1rrsTC: From 253 plf at 0.00 to 384 plf at 6.88 00 1. TC: From 384 plt at 6.88 to 384 plf at 14 44 N, BC: From 5 plf at 0 00 to 5 pit at 14.56 ` ........ Ee••/^''', Plating Notes • •••t." All plates are 1.5X3 except as noted.sk Wind : i - 0. T08 1 Wind loads based on MWFRS with additional C&C * • member design. ; a Additional Notes ,4 % SAT O Truss must be installed as shown with top chord up. •'• /C G;+4 C • COA fit' 7y0NAL Via`` 4/09/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussesre ire extreme care in fa ricating, h ndling, shi pppin , installing and bracing. • Refer to and t91low the latest edition of PCSI (Buildin ComponentaferyInformation, by TPI and S CA) t$r safe ractices pnor to performing these functions. Installers shall provide tempura brawnerBCSI., Unless noted o erm e,top chord shall h ve prope j attache structural shgathingg and bott% chord $hall hav a proge attacha• riyld ilina. Locations shown or eermanent latt;ral restraint t webs s all have br8an9 nst#Iled per SCSI sections Q3, 7 or 1 as appliaa131e. Ap T let s to ach face ortruss antl position as shown above and on the JoincDetails, unless Cott d otherwise. Refer to' drawings160A-2 tg s and ard p fate positions. ALPINE At ing, a division or ITW Buuitddl1'nq CComponEnts GrGup In,, sh#II not be re5 sible for any deviation from this rawi g anY failure to build the ,,, ,,,,, truss in cgnf rmance with AN51/TFI 1, or for handitA(L shiaping, installat, n° and bradn9 of WssesA Seal on this rawlrl9 or cover page • • 2a00 Lake Orange Or. listinggthisSrawin9indicatesacceptancefProleasionarennen, rea onsibility solely for the design sho 9n. The sui page9 and Gsa of this drawing for any structure Is the responsibititlotRthe Building Desigder pe/ANSI/TPI 1 Sac.2. Suite 150 for more information see this' ws general notes Pace and these web sites' ALPINE, www.et ' eitw.com TPI: www tpinst org, SBCA: www abondus .com• I= www =ate am Orlando FL, 32837 Job Number. N333547 I Ply: 1 I SEON' 40183 / T32 / SY42 I Cust• RR8975 JRef: IW9X89750045 TEENBLOR Oty: 6 FROM: RAA OrwNo: 097 18.1340.29524 Truss Label: FT7 KM / OF 04/07/2018 T 2 90 1 T Loading Criteria (ps0 TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 SCOL. 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing: 24.0 " 5'4"8 7.0" 12 1 V2"4 5'4"8 1'8"4 4'1"8 76" NP) 1113X3 = 3X3 1.5X3 =3X3 =3X3 1111.5X3 =3X3 =1.5X3 A B C D E F N 1.5X3 011.5X3 Wind Criteria Wind Sid NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height. NA ft TCDL: NA psf BCOL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Sot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. IIIZA4 1 V74 Snow Criteria (Pg.Pt In PSF) Oefl/CSI Criteria Maximum Reactions (Ibs) Pg' NA Ct' NA CAT: NA PP Deflection in loc Udefl U# Loc R 11.11 / Rw / Rh / RL Pf: NA Ce: NA VERT(LL). 0.076 C 999 360 N 602- Lu: NA Cs: NA VERT(TL): 0.165 C 999 240 H 603- Snow Duration. NA HORI(LL): 0.019 B - - N Min Brg Width Req = 1.5 HORZ(TL): 0.030 B H Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 Bearings N 6 H are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI' 0.580 Bearing N requires a seat plate. TPI Std: 2014 Max SC CSI• 0.741 W 7.2 30 Rep Factors Used: Yes Max Web CSI: 0.296 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s). WAVE VIEW Ver. 17.02.02A 1213.21 1 A - B 0 -391 D - E 0 -980 B- C 0- 907 E- F 0 - 378 C - D 0 -988 i;••,GE Sic •,•C -, o. 708 1 = t ot S T O Q S,S • •...,.... • •NCB COA e 47 IYAL E a Lr .8tA1pa 1 04/09/2018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M-L 773 0 K-J 988 0 L-K 9W 0 J-1 763 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-N 0 -573 E-I 0 -612 A-M 621 0 I-F 601 0 M- B 0- 606 F- H 0 - 553 J - E 434 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extretfna care in fabricatin , h ndlin9, shiDpppm , installing and bracing.. Refer to and follow the latest edition of BCSI (Building omponenc Safey Infomlation, WWI an a S CA) fbr safe radices prior to performing these functions. Installers shall provide terhpora bracin Der BCSI. Unless noted olhefwise,top chord shall h ve prapel attache structural sheathing and bottgn chord;hall havfl a pro erfYNattachdriidceilinLovationsshnforermanetWteralrestraint0fwebssallhavbeinnstalledprBCSIslions $3, 87 or 10; as app icat a. Ap v plates to each ace,o 1russ ana position as shown above and on t te oin aetails, unless note otherwise. Refer to drawings 160A1 fSrstandard plate positions. ALPINE, Alpine, a division of ITW Buyitddl1'nQCComponents GroQupp Inc.•sh#II not be responsiple for any deviation from this drawing am failure to build the ttru sin cgnf rmance with ANSI PI 1, or for handliAtL shippin , instBllatidn and brawny of trussesA Beal on thi drBwiApp or over pagqeQ 2400 lake Orange Or. listOnep this tl0rawin indicates acceptance f pproTessionaf en in Bringg rerespponsibilitty soleh for the des gn shovTn. 4The sui[ability 9andOseofthisstewingforanystructureQsmeresponsibilitotitheSuildiilgDesigrSerpefANSI/TPI 1 S8c.2. Suite 150 For more mformetbn see this' D'a nerel notes ano these web sites ALPINE www.el mekw cam• TPI: www. aLa • SBCA: www.abeintlus .eom• ICC: www keuraAm Orlando FL, 32837 f Job Number. N333647 Ply: 1 SEON: 40184 / T35 / SY42 Cusc RR8975 JRef. 1W9X89750045 TEENSLOR Oty. 1 IFROM.RAA OrwNo: 097.18 1340.28712 Truss Label: FT8 I I KM / OF 04/07/2018 T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCOL, 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld. 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing, 24 0 " C&C Dist a: NA ft Loc. from endwall. NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Rot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 17"8 2'5"8 4'1" 17"8 10" 178 11"12 --{ f31 11"12 3X4 1111.5X3 1111.5X3 =3X4 A B C D 9'4" H G F E 3X3 =3X3 III2X4 4'1" i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.005 R 999 360 H 225 / - / - / - / - / 3.0 Lu: NA Cs: NA VERT(fL): 0.011 B 999 240 E 225- Snow Duration: NA HORZ(LL): -0.002 D - H Min Brg Width Req = 1.5 HORZ(TL): 0.003 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing H is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.117 TPI Std: 2014 Max BC CSI: 0.072 Members not listed have forces less than 375# Rep Factors Used* Yes Max Web CSI. 0.081 FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02 02A.1213.21 OPP- H. AGE SF• ' j Io. 7,08 1 / I v rtlo. Q COA i/A 7,S QNAne` 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrtcatin ,handling, shi pin , installing.and bracing. _Refer to and fellow the latest editiGn of BCSI (Building Component Safety Information, by TPI pn SBCA) for safe $ractices prior to performing these runctions. Installers shall provide terhpora bracin per BCSJ., Unl ss noted oberwiSe,top chord shall hove prgel attached structural sheathing and bolt% chord $hall ha1r a pro erfYN attachd ngid cedingg ocations shown for permanent lateral restraint 6f webs shall have braang installed pfr BCSI s ctions $3, 87 or 10; as ape Ica e. Ap Ty ates to each face of truss and position as shown above and on the Joint -Details, un ess note otherwise. Refer to drawings 160A-2 fbr s nCard plate positions. ALPINEAlpine, a division of ITW 8 it 'n CComponentsS Gr GuGG InC.,shall not be re6ponsiple for any deviation from this drawin ,a failure to build thettrussinoformancewithiStlPl1, or for handlirlq s111pping, mst#IlabOn and bracng9 Oppf trussesA Seat on this dr wirist or over pagge 2400 Lake Orange Dr. listing thh drawing Indicates accep an e of roTessronar een Inc ring respons7blli solely for tthe design shown. fhe sui[ability 9 and fise o this drawing for any structure is the responsibilit of t le Building Des ger pe ANSUTP 1 See.2. Suite 150 Fa more utfarmation sea Ihia'ob's nerai notat a arW these web sites: ALPINE: www.al ineitw cam' TPI: www. t.or ; SBCA: www sbdneua mm ICC: www.ieesate. Orlando FL. 32837 i, Job Number. N333547 I Ply: 1 I SEON: 54582 / T42 / COMNI Cust. RR8975 JRef,. IWOX89750045 TEENBLOR Dty: 4 FROM: ALS DrwNo: 097.18.1340.31349 Truss Label: Al KO / WHK 04/07/2018 Loading Criteria (psi) TOLL. 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 " T3• 14.1 I•e 22•e' 29'11' r3- rs•e re•a r3• duceE 29'11' 11I slre i e i e + 611•e f 8'11'e 14.11•e 22'11•e 2711' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.56 ft TCDL: 4.2 pst BCDL: 5.0 pst MWFRS Parallel Dist: h/2 to It C&C Dist a: 3.00 ff Loc. from endwall: not in 9.00 (t GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :62 2x4 SP #1: Webs 2x4 SP #3 :W2, W4 20 SP #2 N: Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 93SRS or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails ® 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS s revire extreme care in fabritin , i revSdtelyInformation, by TPI pnd St': per BGSI._ Unless noted dtherm e,top pr'nid cedin , Locatins showns(or came AoTotat8stoeachfaceotptnIs16e% 1-Zq standardlp a'1ee posdioens. aCodnf srmanocee th NSI o por tortl this SrawinIndicatesacceptanceieof this rawing for any structure o2se•12 Snow Criteria ( Pg.Pf in PSF) Oefl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0.082 K 999 360 M 1546 / 429 / 1021 / - / 287 / 3.5 Lu: NA Cs: NA VERT(TL): 0.313 K 999 240 N 1546 / 429 / 1021 / - / - / 3.5 Snow Duration- NA HORZ(LL): 0.037 G - Wind reactions based on MWFRS HORZ(TL): 0.073 J - M Min Brg Width Req = 2.1 Code I Misc Criteria Creep Factor. 2.0 N Min Big Width Req = 2.1 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.947 Bearings M & N are a rigid surface. TPI Std: 2014 Max BC CSI: 0.673 Rep Factors Used: Yes Max Web CSI: 0.423 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens. Comp. Chords Tens. Comp. Plate Type( s): WAVE VIEW Ver. 17.02.01A.1115 21 8 - C 9W • 2370 E - F 765 -1692 C - D 908 - 2282 F - G 910 - 2282 D - E 763 -1692 G - H 907 - 2370 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - L ISW -662 K - J 1950 -679 L - K ISM -663 J - H 1958 -678 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. D - K 354 -635 K - F 353 -635 E - K 802 - 329 H. 0. 7108 1 ot S T O :Q CoAS'SOl11Al. tiN f ftlSplN tM 04/09/ 2018 ALL CONTRACTORS INCLUDING THE INSTALLERS 7, installina and bracing. Refer to and follow the latest edition of tan nav a pro 7 or 1 ,144611,11 ins 03,wlse. Retererto ALPINEfailure to build w,R,,,4 1 I cover g ethe n. The pustabilitys2400LakeOrange Or. Suite 150 ry. comb occ: www.iomsfe. Orlando FL, 32837 Job Ply: ITEENBLDRr. N333547 I ty. 2 ( FROM: ALS9 / T47 /HIPS IKM No. 097.18Re3f40.323519850045 Truss Label: A2 T3' 1Y11'8 18.11'8 2YB" 29'11' T3' S'8'8 4• 5'8'8 T3" i46 i4 6 2911" Fo' e 611"e i 8 i e 'F Ville PA - Ville14'1 re 22.1 ra 29.11" -1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL. 17.00 Speed: 150 mph SCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP• C Des Ld: 47.00 Mean Height: 24.06 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 20 SP #2 N Sot chord 2x6 SP #2 N .82 2x4 SP #1: Webs 2x4 SP #3 :W2, WS 2x4 SP #2 N: Lt Slider 2x6 SP 92 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N• BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSO 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 0.1284" gun nails ® 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. WARNING' READ AND IMPORTANT" FURNISH THIS ORAO of any Snow Criteria (Pg,Pt in PSF) Pg: NA Ct NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE M Defl/ CSl Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.076 L 999 360 VERT( TL)• 0.293 L 999 240 HORZ( LL): 0.042 H - - HORZ( TL): 0.070 K Creep Factor. 2.0 Max TC CSI. 0 731 Max Be CSI: 0.672 Max Web CSI. 0 222 VIEW Ver. 17.02.01A.1115.21 i• . 1 I1t fir COA uo 4 yr,Q 1,111A" 04/ 09/2018 2o' e't2 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 1547 / 433 / 1027/ - / 254 / 3 5 O 1547 1433 / 1027 / - /- / 3.5 Wind reactions based on MWFRS N Min Brg Width Req = 2.1 0 Min Brg Width Req = 2.1 Bearings N & 0 are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- C 964 -2378 F-G 811 -1712 C - D 943 -2271 G - H 945 - 2271 0- E 810 -1712 H-1 962 -2378 E - F 820 -1531 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 1943 - 692 L - K 1935 - 721 M - L 1935 -693 K -1 1943 - 720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp D- L 313 -574 L-F 401 -185 E- L 401 -185 L-G 312 -574 ALL CONTRACTORS INCLUDING THE INSTALLERS ira, in$talling and bracing.Refer to and follow the latest edition of SCSI (Building$ cticespriortoperformingthesefunctions. Installers shall Provide terhporarY property attached structural sheathing and bottorq Chord $hall hav a pro efly estraI bf webs shall hav braan9 ns[$Iled pfr BGSI bons 53, 37 or 610 assownaboveandontIaJoinoetails, un ess noted otherwiseRefer to ALPINE II not be responsible for an deviation from this dr wit, au failure to build the µaw iqq, inst Ilatidn and bradnpp ( trussesA teal on this drawl a or over p ge 2400 Lake Orange Dr. iteen neerin responsib lil yy soleN or the design shov7I suitability g ibilit7of the Building Oesigrier perANSI/TPI 1 Sec.2. Suite 150 4LPINE: www.alpineitw.corn; TPI: www.tpmai Ore; SBCA: www sbeindustry.com; ICC: wwmiectats Oro Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 64562 / T31 / HIPS I Cust: RR8975 JRef• 1W9X89750045 TEENBLDR Oy: 2 FROM:ALS DrwNo: 09718134032144 Truss Label: A3 SN / DF 04/07/2018 T1'4 10' 11.8 1811.8 22'9'12 L"' T1'4 3' 10'a 8• 3'10'4 T1'4 s E5 T2 av5F5 29' 11' 1' 0• 6' it'8 I 8' 6'11'8 ,1'0'8 6.11"8 + 14*11*8 + 22'11.8 + 29'11' T Loading Criteria ( psf) TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCOL: 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: 23. 56 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall. not in 9.00 it GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 138 ( Effective 6/1/2013) Top chord 20 SP 92 N :T2 2x4 SP #1: Bot chord 2x6 SP #2 N :82 20 SP #1: Webs 2x4 SP # 3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' At Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set •' 138" uses design values approved 1/3012013 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. WARNING" REAI IMPORTANT" FURNISH THIS of Snow Criteria ft.Pf in PSF) Pg: NA Ct: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 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) 0.092 L 999 360 VERT(TL): 0.314 L 999 240 HORZ(LL): -0.042 C - HORZ(TL): 0.070 K Creep Factor: 2.0 Max TC CSI: 0.925 Max BC CSI: 0.737 Max Web CSI 0.261 VIEW Ver: 17 02.01A 1115.21 P GE ••S k, -4 o. 708 1 a a SAT O 1 COA #o f NA1. wtb. rr,anw`' 04/09/ 2018 as shown above and on EINSTALLERS e0-12 Maximum Reactions ( Ibs) Loc R / U /Rw, /Rh / RL /W N 1657 / 436 / 1027 / - 1221 / 3.5 0 1658 / 436 / 1027 / - /- / 3. 5 Wind reactions based on MWFRS N Min Brg Width Req = 2 3 O Min Brg Width Req = 2.3 Bearings N 8 0 are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 981 - 2574 F - G 1086 - 2428 C - D 958 - 2481 G - H 956 - 2483 D - E 1088 - 2427 H - 1 980 - 2575 E - F 878 -1942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - M 2120 - 704 L - K 1851 - 596 M - L 1860 - 571 K - 1 2122 - 732 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. Webs Tens. Comp M - E 501 - 259 F - K 502 - 259 Of failure to build gtthe n. Wesuitability ALPINE nri1,orrorr acceptance any sructure N" 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N333547 Ply: 1 SEON: 54567 / T46 HIPS Cust• R8975 JRel: 1 WQX89750045 TEENBLOR Oty: 2 FROM: ALS OrwNo: 097.18 1340.32067 Truss Label: A4 KM / OF 04/07/2018 8.11.8 14.11'8 20'11'8 29' 11' 8.11'8 6• 6' a• 11.8 a6X6 e2E4 T2 ft6F8 291 V i1 vI1 re i 6 i a' s•t 1-8 vo•"s8s'1 t •8 14' 11'8 22' 11'8 2911 Loading Criteria (psr) 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: 23.06 ft TCDL: 4.2 pst BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N: Bot chord 2x6 SP #2 N :82 2x4 SP #2 N: Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 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 WARNING" REA IMPORTANT'* FURNISH THIS of any Snow Criteria (Pg•Pt 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 Sid: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE Oefl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): -0.181 C 999 360 VERT( fL): 0 361 C 999 240 HORZ( LL)' -0.114 C - HORZ( TL): 0.130 C Creep Factor. 2.0 Max TC CSI: 0.929 Max BC CSI: 0.949 Max Web CSI 0.322 VIEW Ver: 17.02.01A.1115.21 3 S`V•• vG .....S y1 E 0. 108 1 i, ae• S 'r O : A r• k/ I S/ COA #00 rryo q1" 04/ 09/2018 oXV12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 1547 / 679 / 1020/ - / 187 / 3 5 N 1547 / 679 / 1020 / - /- / 3 5 Wind reactions based on MWFRS M Min Brg Width Req = 2.1 N Min Brg Width Req = 2.1 Bearings M 8 N are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 1157 - 2525 E - F 1059 -2150 C - 0 967 - 2225 F - G 967 - 2225 O - E 1059 - 2150 G - H 1156 - 2522 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - L 1879 - 701 K - J 1834 - 704 L - K 1834 - 701 J - H 1979 - 702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D- K 418 -175 K-F 418 -174 E - K 215 -402 INCLUDING THE INSTALLERS Refer to and follow the latest editi?n of BCSI (Building Wing these functions. Installers shall provide terhporarY ictural shgathin and bottom chord shall ave a progen IavbraGnintiedperSCSIsections3, 87 or 810y mtheJoint9aetaIts, unless noted otherwise. Refer to ALPINE r any deviation from this %pwi ip apy failure to build the inpoftruSSeSA5aIOnthiittlraw1XIOroverpapansibi15 soleN forthe desJgn shorn. he suitability 2400 Lake Orange Dr gDesigrfer pe ANSIrrPI 1 c.2. Suite 150 TPI: www.tpinst.org: SBCA: www sbeindustry cam, ICC: www iomafe.gM Orlando FL, 32837 Job Number. N333547 Ply: 2 SEON: 54571 / T14 / HIPS Cust: RR8975 JRef: 1W9X89750045 TEENBLOR Oty: 1 FROM: ALS DrwNo: 097.18.1340.31506 Truss Label: A5G 1KM / OF 0410712018 2 Complete Trusses Required 6' 11 "8 14'11 "8 22' 11 "8 2911' 8' 11 "8 B' 8' 6' 11 "8 a60X8 1114E4 T2 = 6XF8 AFPP,, sw W77In9 — 1 4 M-1 L 82 K J r1 N a3X12(E3t) v5X5 =4X8 v5X5 A13X121lE3) v4X4(E3) v4X4(E3) 29'11' 1'0"8 6'11'8 e' 8' 6'11'8 f" T 8'11"8 + 14'1I'll + 22'11"8 + 2911" T 1 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 Mean Height: 22.56 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5 0 psf Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C8C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 018 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N 12 2x6 SP #2 N: Bot chord 2x6 SP #2 N :82 2x4 SP #2 N, Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set " 138" 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. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading 1 hip supports 6-11-8 jacks with no webs. Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.139 E 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL M 3026 / 1265- VERT(fL): 0.540 E 999 240 N 3026 / 1265- HOR2(LL): 0.049 G - Wind reactions based on MWFRS HOR2(TL): 0.121 G M Min Brg Width Req = 2.1 Creep Factor: 2.0 N Min Brg Width Req = 2.1 Max TC CSI: 0.656 Bearings M 6 N are a rigid surface. Max BC CSI: 0.959 2(r0"12 W 35 3.5 Max Web CSI: 0.282 Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Vet: 17.02.01A.1115.21 8 - C 1075 -2601 E - F 1305 -3169 C - D 1051 - 2562 F - G 1051 - 2562 O - E 1305 - 3169 G - H 1075 - 2601 l H • - W, Plv, k, % 4 o. 708 1 a a SAT O 1 4 SN IL EN. COA #Or1yM`a 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2228 - 908 K - J 2226 9W L - K 2226 - 908 J - H 2228 9W Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - K 1062 -447 K - F 1052 -447 E-K 510 -809 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabrLcatin , h rtdlin9 shi ping, in;falling and bracing Refer to and fellow the latest edition of SCSI (Building f S fety Informatwn, by TPI pn S GA) & safPa practices pnor to performing these functions. Installers shall provide terhI 88SI. Unless noted olherwi e,top chord shall h ve prop attached struclural sheathing and bolt%hord 411a11 ha pro e ' id ceding yoaations shp yn or Dermanent lateral restraint Of webs shall have braeing n I lieunfr n le olherwlSe Ref r io' Ac. _ Apply pates to each facC of truss and Dosition as shown above and on the Join Deall a division of ITW B itddl'n omponents GrOpp Inc.,sh811 not be responsiple for any deviation from this drawinp,an failure to build theconformancewithiN51 11, or for hattdlirip shipping, inst llatidn and bradng f truss sA Beal on thi dr3wiXq or over paig ilitythisdrawingindicatesaePanceofproTesslonarennerin9reaonsTblilysoe1vforthedesnshovTn. he su to se of this drawing for any structure is me responsibilit o the Buildhg Des grfer pe/ANSI/TPI 1 S e.2. ALPINENE AM M/mYMNI 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number. N333547 Py: 2 SEON. 54596 / T15 / SPEC Cust: R R8975 JRef: 1 W9X89750045 TEENSLOR Oty: 1 FROM: ALS DrwNo: 097.18.1340.31510 Truss Label: A6G KM / OF 04/07/2018 2 Complete Trusses Required rt"4 9'3"8 11'7"6 18.8'•4 22'11"6 29'11" r1 2.4" 7'0"12 4'3"4 6'11"8 a4X8E 29'11" I1'0'T 6'11"8 + 4'4"8 7.2"e + 4.3••4 + 7.1••4 -f1-0'8, 6'11"8 11'4" 18.6"8 22'9"12 2911" -1 Loading Criteria (psi) 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 Des Ld:: 47.0DesLd: 47.00 EXP. C Mean Height: 23.15 ft TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :82 2x4 SP #2 N. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12 00" o.c. Sot 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. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.04 to 78 plf at 18.69 TC: From 39 plf at 18.69 to 39 plf at 22.96 TC: From 78 plf at 22.96 to 78 plf at 30.96 BC: From 20 pit at 0.00 to 20 plf at 18.54 BC: From 10 plf at 18.54 to 10 plf at 22.93 BC: From 20 plf at 22.93 to 20 pit at 29.92 TC: 240 lb Conc. Load at 19.90.20 90,22.90 TC: 333 lb Conc. Load at 22.96 BC: 1953 lb Conc. Load at 18.69 BC 148 lb Conc. Load at 19.90,20.90 SC: 551 lb Conc Load at 22.93 Wind Wind loads and reactions based on MWFRS. IMPORTANT" FURNISH THIS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce. NA Lu. NA Cs' NA Snow Duration. NA Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/den L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.187 G 999 360 P 2726 / 1233- VERT(TL): 0.700 G 809 240 0 4011 / 1828- HORZ(LL)' 0 062 1 - Wind reactions based on MWFRS HORZ(TL): 0.147 1 - P Min Big Width Req = 1.9 W 3.5 3.5 Code / Misc Criteria Creep Factor: 2.0 0 Mtn Big Width Req = 2.8 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.952 Bearings P & 0 are a rigid surface. TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: No Max Web CSI. 0.889 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s): WAVE I VIEW Ver 17 02.01A.1115.21 B - C 1034 - 2271 F - G 1765 - 3W5 Additional Notes C - D 1009 - 2231 G - H 1772 - 3919 D - E 987 - 2170 H - 1 1678 - 3466 WIND LOAD CASE MODIFIEDI E - F 1389 - 3079 I - J 1605 - 3509 1 SAT 1 0r* NS/Oz=lhto'to 04/09/ 2018 AND FOLLOW ALL NOTES ON THIS as to THEINSTALLERS Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp B - 0 1929 -866 M - L 3021 -1367 O - N 1905 -80 L - J 3013 -1364 N - M 2885 -1296 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. E - N 2334 -1046 F - M 1190 - 647 N - F 1026 - 2156 M - H 1234 - 667 of ALPINE 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333647 Ply: 2 SEON• 40135 / T13 / HIPS Cust: RR8975 JRef• 1W9X89750045 TEENBLOR Oty: 1 FROM: ALS DrwNo: 097 18.1340.28884 Truss Label: BIG KM / OF 04/072018 2 Complete Trusses Required 1 11-4 7 1fr 14 1B8" 271t-4 29'11.4 311.4 37'12 T5' 4' 4'8" 4.3'4 7' T a5J(8 a E4 4C4 O8 82X4 e4X4 F H aE4 T2 12 8 T4 T W11 o 1 J 93X6 5X14 1112X4 1112X4 WSS1017 S3t017 B2 H8X8 1 4X4(81) 19e"15 TIM I - j- 7'9'•11 3'11"4 3'9"8 2'1"8 4'1"12 4'9"12 3.3'13 T9"tt 1' 3'11"4 T8"12 9't0'4 14' 189'12 22'19 2971"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- -0.269 O 839 360 0 2788 / 2089 / 630 / - / 172 / 7 3 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs- NA VERT(TL): 0.650 O 522 240 L 5598 / 3917 / 1534/ . / - / 11.3 SCOL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL). -0.053 A - - K -954 / 954 1671 / - / - / 11 3 Des Ld: 47.00 EXP' C HORZ(TL): 0.085 A R 421 / 288 1557 / - / - / 8.0 NCBCLL: 10.00 Mean Height: 15.00 R Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 TCDL: 4.2 psf SCOL: 5.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI 0.942 0 Min 8 Width Re 1.5q = Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.591 L Min Brg Width Req = 3.9 K Min 8rg Width Req = 1 5 Spacing: 24.0 " C&C Dist a: 3.00 R Rep factors Used: Yes Max Web CSI: 0 736 R Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 R FT/RT:20(0)/10(0) Bearings 0, L, K, & I are a rigid surface. GCpi' 0.55 Plate Type(s): Bearings 0, L. K. & I require a seat plate Wind Duration: 1.60 WAVE, 18SS VIEW Ver. 17.02.02A.1213.21 Lumber Members not listed have forces less than 375# Value Set: 138 (Effective 6/1/2013) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. Top chord 2x4 SP #2 N T2, T4 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE :82 2x4 SP #2 N: A - B 2388 - 3201 D - E 1901 - 2560 Webs 2x4 SP #3 :W2, W9 2x4 SP 2400f-2.OE: B - C 2388 - 3201 E - G 1905 - 2568 WI t 2x4 SP #2 N: C - D 3153 -4238 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row ® 7.00" 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. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 282 pff at 0.00 to 318 plf at 3.00 TC: from 318 plf at 3.00 to 318 plf at 15.67 TC. From 318 plf at 15.67 to 282 plf at 1867 TC: From 78 plf at 18.67 to 78 plf at 30.94 BC: From 20 plf at 0 00 to 20 plf at 29.94 TC: 425 lb Conc. Load at 18.67 Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Negative reaction(s) of -9549 MAX. from a non -wind load case requires uplift connection. See Maximum R i o. 708 1 ' S aT O 1• C A'ae F oNAL eactlons. 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fal)ricating, h_Stalling, shipping, installing and bracing.. Refer to and follow the latest e a division of R PI 1. or for r acceptance any sructure sM ...• ...... Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 4241 - 3159 M - L 1697 - 2271 O - N 4238 - 3153 L - K 1760 - 2354 N - M 4229 - 3149 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - 0 1038 -1359 E - M 615 - 736 A - P 3360 - 2505 M - G 4985 - 3728 B - P 563 -679 G - L 1919 - 2702 P-C 824 -1111 G-K 2321 -1666 D-M 1321 -1772 of ALPINE IN MImMW/f 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON• 40136 / T24 / HIPS I Cust: R R8975 JRef: 1 W9X89750045 TEENBLOR Oy. 1 FROM: ALS DrwNo: 097 18 1340.29149 Truss Label: 82G KM / OF 04/07/2018 8'14 10'8" 16'4" 20'10"4 25' 30' 6'1"4 4'6"12 5'8 %-4 4'1"12 5' M 4X4 D 21' 9 1' 10, 67"8 i 4'6"4 3'ti'8 5'1"12 1' 10 16'7"8 21'1"12 24'10"4 30 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std' ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Part. Enc. BCOL: 10.00 Risk Category: II Des Ld: 47.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.55 Wind Duration. 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 92 N :T3 2x4 SP #1. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Special Loads Lumber Our. Fac.=1.25 / Plate Our.Fac.=1.25) TC: From 78 plf at .1.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 30.00 TC: 172 lb Conc. Load at 21.40 TC: 174 lb Conc. Load at 22.94 TC: 448 lb Conc. Load at 24.97 BC. 54 lb Conc. Load at 21.40 BC: 97 lb Conc. Load at 22.94 BC: 180 lb Conc. Load at 24.97 Wind Wind loads based on MWFRS Snow Criteria ( Pg,Pf in PSF) Pg: NA Ct: NA CAT' N/ Pf: NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT: 20(0)/10(0) Plate Type( s). WAVE WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of T l 1 — e- Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W VERT(LL): - 0.046 C 999 360 B 984 / 489 / 896 / - / 214 / 8.0 VERT(TL): 0.138 M 999 240 N 2705 / 1291 / 1368/ - / - / 8.0 HORZ(LL): - 0.016 L - - O 637 / 247 / 332 /- / - / 8.0 HORZ(TL)' 0.026 C Wind reactions based on MWFRS Creep Factor 2 0 8 Min 8rg Width Req = 1.5 Max TC CSI: 0.719 N Min Brg Width Req = 38 Max SC CSI. 0.989 O Min Brg Width Req = 1.5 Max Web CSI: 0.722 Bearings B, N, & H are a rigid surface. Bearings B. N. & H require a seat plate. Members not listed have forces less than 375# VIEW Ver I7.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - C 1149 -1359 E - F 853 - 698 C - D 1007 - 981 F - G 968 - 509 D - E 960 - 950 G - H 198 - 715 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B-M 1122 -826 K-J 566 -113 M-L 721 -674 J-H 549 -113 L - K 567 - 812 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens Comp. C - M 387 -408 L - F 1629 -1393 M - D SW - 490 F - K 965 -1559 E - L 684 - 814 K - G 761 -1643 A i64 wmo- COAAA'> QNAL EN Ova r ruan*t' 04/092018 4NG THE INSTALLERS to and follow the lalest edition of BCSI (BuiIdin se funcgtions Installersshallprovideternporaqnstaalleddg Gel °sl ct$ns 42119oprr°gi Anttails, unless no otherwise. Refer to nation from this gr8wnl1 grqqa failure tobuild the eghor 4heuigeilitysolee2, jtdsofsAIPLNE wnwmw.nr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe Ply: I CuTEENBLDRr. N333547 I Oty: 2 1FROM-ALS 7 / T25 / COMNI Dr No. R0978975 JR8.134ef, 0.2854IW9X89745 Truss Label: Cl 3'3`4 8'6"4 10'B" 149`12 t80`12 21'4' 3'3`4 3'3` 4'1`72 4'1"12 3'3" 4 4x4F 4X4(") \4X4(••) E G T6 12 D 83 " G I N 1 C I o rf 1 e J A M 82 L1 10 ri 4MR21 Y 5x10 G 5X10 =4xafR21 68 F 1 6'8" 21'4" 4' 4' 1t78" 14'8" 88` Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Uden L/# Lac R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.252 L 999 360 a 1475 / 535 / 773 / - / 214 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.828 L 470 240 O 1476 / 535 / 773 / - / - / 8 0 BCDL: 10.00 Risk Category. 11 Snow Duration' NA HOR2(LL): 0.113 D - - Wind reactions based on MWFRS Des Ld: 47.00 EXP' C HORZ(TL): 0.242 D 8 Min Big Width Req = 1.7 NCBCLL: 10.00 Mean Height: 15.00 fl TCOL: 4.2 psi Code / Misc Criteria Creep Factor: 2.0 O Min Big Width Req = 1.7 Soffit: 0.00 BCDL. 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.797 Bearings 8 & J are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std' 2014 Max BC CSI: 0.807 Bearings 8 8 J require a seat plate. Spacing' 24.0 " C&C Dist a: 3 00 ri Rep Factors Used: Yes Max Web CSI 0.246 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/IO(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 Lumber B - C 958 - 2451 G - H 701 -1747 C - D 828 - 2081 H - 1 828 - 2082 Value Set: 138 (Effective 6/1/2013) D - E 701 -1748 I - J 968 - 2453 Top chord 2x4 SP 2400f-2.OE Bot chord 20 SP #1 :82 2x6 SP SS: Maximum Sot Chord Forces Per Ply (Ibs) W2x4 SP #2 N: WeWebs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lt Wedge 2x4 SP #3::Rt Wedge 20 SP #3: B - M 2100 -811 L - J 2102 -811 Lumber value set "138" uses design values M - L 1769 -705 approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 22.33 SC: From 20 plf at 0.00 to 20 plf at 6.67 SC: From 60 plf at 6.67 to 60 plf at 7.58 BC: from 100 plf at 7.58 to 100 plf at 13.83 SC: From 60 plf at 13.83 to 60 plf at 14.67 BC: From 20 plf at 14.67 to 20 plf at 21.33 Plating Notes All plates are 2X4 except as noted. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: 20 psf additional bottom chord live load check has been modified IMPORTANT" FURNISH THIS any Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C - M 164 -469 N - G 720 -1882 D - M 646 -182 L - H 646 -182 E - N 720 -1882 L -1 172 - 471 w - -- 11, M N10, jGE Scr •. i 0.7.08 1 04/09/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and fellow the latest edill n of SCSI ((Building ractices poor to perforiling these functions. Installers shall arovide terhpora e pro . rN attached structural shgathin and bori2m chord shall av properly rest mt bf webs shall haye braavedfalled pfr BCSI sections $$3, 87 or 810asshownaboveandontheo1netads, un ess not otherwise. Refer to II not be eel ons ft for any deviation from this dTwinp,a failure to build theiqq, instpilati'n and bracing9 f trussesA teal on this dr3wirlq or over pagerenginertnSfesponsibilitysolelyfoLthedesgnshovTn. he suitability A PILNE wnwmwwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Ply: ITEENBLDRr. N333547 I p y. 2 I FROM: ALS38 / T22 / COMNI KM No O97. 18R 045no985o045TrussLabel: C2 3'3"4 G6'4 106" 14'9"12 16'0"12 21'4" 3'3'4 3'3" 4'1"12 4'Y72 3'3" is 04F Q4X4(") %4X4(") E G a 12 p 83 „ mo C I • r a 9 J L 82 K N a.4X8(82) SX 10 w SX 10 n 4X6(82) 21'4" r' 1, 56" 4' 4' 8'6' 56 t0a' 141" Loading Criteria (psq Wind Criteria Snow Criteria ft.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 Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL) 0 254 K 999 360 a 1410 / 536 / 774 / - / 201 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs' NA VERT(TL): 0.840 K 464 240 N 1329 / 496 / 690 / - / - / 8.0 BCDL: 1000 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.114 O - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(fL): 0.241 0 - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 N Min Brg Width Req = 1.6 TCDL: 4.2 psi Bearings 8 & J are a rigid surface. Soffit: 0.00 BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.795 g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 783 Bearings 8 & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.224 Members not listed have forces less than 3759 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Lumber 8 - C 960 - 2381 G - H 704 -1733 C - D 831 - 2074 H -1 832 - 2077 Value Set: 138 (Effective 6/1/2013) D - E 704 -1735 I - J 969 - 2400 Top chord 2x4 SP 2400f-2.OE Bot chord 20 SP #1 :82 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4 SP #3 2x4 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. We Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 B - L 2039 -813 K - J 2062 -823 Lumber value set 138" uses design values L - K 1775 -708 approved 1/30/2013 by ALSC 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 pif at -1.00 to 78 pIf at 21.33 C - L 166 - 468 M - G 724 -1889 BC: From 20 plf at 0 00 to 20 pIf at 667 O - L 577 -183 K - H 589 -187 BC. From 60 plf at 6.67 to 60 pIf at 7.58 E - M 724 -1889 K -1 206 - 497 BC: From 100 plf at 7 58 to 100 plf at 13.83 Mutlsnururrrrr BC: From 60 plf at 1.to 60 plf at14.67 BC: from 20 plf at 14.67 87 to 20 pIf at 2121.3333 Plating Notes a v ems' GE S /1 '• All plates are 2X4 except as noted. ••' ', - 2 plate(s) require special positioning. Refer to t 1scaledplateplotdetailsforspecialpositioning ; 0.708 requirements - • Wind Wind loads based on MWFRS with additional C&C *. S T 0 amemberdesign. t ••• , Additional Notes IC••` •,.•' !r WARNING: 20 psf additional bottom chord live load t7 / NG check has been modified COA A98 Q1f A...1p+ 4lrbrt""tlilU'- 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russfattach reqqullre extreme care in fabricating, h ndling, ship in , installin and bracing. , Refer to and follow the latest editiGn of SCSI (BuildingompenfSafetyInformation, by TPI and S CA) ibr safe jr radlces prior to performing these functions Installers shall prowde terhporarlr brawnoar SCSI. Unless noted olherwiae,top chord shall have property attached structural sheathing and bottQrtl thoM;Hall hav a proven asapALPINEdrawns 180A-Z fbr standard plate positions. inIadi ision of ITW B it 'nQCCom nent6 Gr pp Inc.shall not be red sible for an deviction from this rawlrtg arty failure to build thenformancewith %Stl/TPI 1 o for hany, 2a00 LakeOran a OrsdrawingindicatesacceptanceOfproTessionafensneeringresponsTbQlityysoleNforthedesJgnaholsTn. The suitability 9 0 this dwing or any structure s FL,32837ormaUanacethisb'a enerai notes erW inaas web sitar ALPINE www al ' eitw cam• TPI: www, inat.a ; SBCA: www.sbanEus tom; ICC www ivaale. JobTEENBLDRr. N333547 I Pry. I IFROM:RAA 4/ T10 / COMNI KMNo R097.18 13t4 .285419850045 Truss Label: C3 I OF 5'Y11 9' 12'4' 185 21'4' 5'Y11 3'9'S 3'4' 3'9'S 5711 4X4 =4X4 D E 10GN p T4' 9.4' 21'4' Liza' 1 r p " 21'4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pt in PSF) OeflICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lot R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0 056 1 999 360 8 1123 1324 / 772 / - / 186 / 8.0 SCLL' 000 Enclosure: Closed Lu' NA Cs: NA VERT(TL): 0.290 1 999 240 K 1123 / 324 / 772 I - /- / 8.0 BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.062 I - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Code I Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.6 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: fBC 6th.ed 201 Max TC CSI. 0.492 Bearings 8 & G are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.849 Bearings B & G require a seat plate. Spacing' 24.0 " C&C Dist a: 3.00 It Rep Factors Used Yes Max Web CSI: 0.196 Members not listed have forces less than 3750 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 Lumber B - C 842 -1681 E - F 563 -1338 C - D 563 -1337 F - G 641 -1682 Value Set: 138 (Effective 6/112013) D - E 543 -1153 Top chord 2x4 SP 02 N Sot chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 20 SP #3 Chords Tens.Comp. Chords Tens Comp Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - J 1414 -464 I - G 1415 -489 J-1 1153 -314 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply (Ibs) member design. Webs Tens.Comp. I-F 218 -378 P ..H. C,E 3y 0•. a v 9% COA>}eV, f ONAI. qaatnmioo a 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r at,al., umess norea olnerwise,top cnora snap nave pro anacned slruaural sneatr,m and nos ord gnan nav a pro e n id ceilingQ Lovations shown for permanent lateral res int f webs shall have braan Its alled oer I sections 3 7 or 1 icaga. Apply lat s to ach tacE of floss and position as shown above and on the JoinCl etails, unless noted otherwise. Refer to ALPINEs1660A-2 tgr s andard pPiate positions. dra Ana nvadivisionofITWBolt1'ng omponent Grou Inc. spell not be reggons le for any trusstl sAf rBalton thi wdrawirf for cove bPald thec0ntormanwdhASllfI1porforoandollashipinq, Installatl nQ n bradng_o s q ge 2400 Lake Orange Dr. this rawin indiea es acce lance f ro ess one en In erin re Dons li so a or the des n sho n. The suitability Suite 150eothiscawingoranysructureseresponsibilitoftheuildhgDesigerpeANSI/TPI 1 c.2. intermatien sea oils' D's neral rates a arW Utese wee sues: ALPINE: www el ' iMr.tom TPI www. inu a • SaCA: www.staindtn .eom• ICC: www.iCCsataom Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON• 40140 / T69 / HIPS I Cust: R R8975 JRef: 1 W9X89750045 TEENSLOR Oty: 1 FROM: ALS OrwNo• 097.18.1340.29539 Truss Label: C4G KM / OF 04/07/2018 7' 10'8" 4" 21'4" 7• 3'8" 3'814'" 7' t: C5 =-4X04 T2 5E 21.4„ 7'3"8 6'8"8 7'4" 1 7'3"8 14' 21'4" 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 17.00 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL, 10.00 Risk Category: II EXP. C Des Ld: 47.00 Mean Height: 15.00 It NCBCLL' 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 .T2 2x4 SP #2 N: Sot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3,:Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sid. 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.118 D 999 360 B 2134 / 617- VERT(TL)• 0.458 D 881 240 J 2134 / 617- HORZ(LL). 0.047 H - - Wind reactions based on MWFRS HORZ(TL)- 0 115 H B Min Brg Width Req = 1 8 Creep Factor: 2.0 J Min Brg Width Req = 1 8 Max TC CSI: 0 935 Bearings B & F are a rigid surface. Max BC CSI: 0.728 Bearings B & F require a seat plate. Max Web CSI, 0 409 8.0 80 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02.02A.1213.21 B - C 1048 - 3692 0 - E 894 - 3255 C - D 893 - 3256 E - F 1049 - 3691 P /0 ... E ...• Q . o. 708 1 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -1 3172 -879 H - F 3171 -880 I - H 3534 -1023 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-I 1075 -172 D-H 193 -418 I-D 194 -416 H-E 1074 -173 3s A s v Q ,•- ii COA',Q f> ONAI.ENS 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricating hh 44dlin99 shic m tall' and braclna Refer to and fellow the latest edition of BCSI (BuildingfSafetyInformation, by TPI and'S cA) f8P safety iactices pnor to perfotgming these functions. Installers shall provide ttempor[ar YvBCSI. Unless noted o er.1 e.top chord shall have proper' attached structural shheathing and bpottrirtl chord $ons g3, B7 oroei0idceilinggIJocationsshownforpermanentlateralrestrajntbfwebsshallhavebranginstdlledfreCSIsectRe._ Qpp7y plates to each face. of truss and positron ass own above and on the otn a tls. unless noted otherwise. Refer to any III drawif anv failure to build theonthi9-11 f or over pageLeQesnshon. ffhe suipage ALPINEA nmvmw•rir 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Numher. N333547 r( P) ty'.. SEON: 64545 / T30 / SPEC Cust: RR8975 JRef: 1W9X89750045 TEENBLOR FROM- ALS DrwNo: 097.18.1340.31605 Truss Label: Ot KM / OF 04I07/2018 5' 1'1 9 3"8 13""15 18 7"8 5'1`t INN 4'2'7 0 4X4E Iva 93'8 94' 93'8 18'Ta Loading Criteria (psf) Wind Criteria TCLL' 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph 13CLL: 0.00 Enclosure' Closed BCDL' 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 23.15 ft NCBCLL: 1000 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 92 N Bot chord 2x6 SP 92 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' RI Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pr in PSF) Deft/CSI Criteria Pg. NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce' NA VERT(LL) 0.027 1 999 360 Lu' NA Cs: NA VERT(TL): 0.104 1 999 240 Snow Duration: NA HORZ(LL): 0.012 G - - HORZ(TL): 0.021 1 - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.351 TPI Std: 2014 Max BC CSI: 0.504 Rep Factors Used: Yes Max Web CSI: 0.211 FT/RT:20(0)N 0(0) Plate Type(s): WAVE I VIEW Ver. 17.02.01A.1115.21 WARNING" READ AND FOLLOW ALL IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of r1Pi 1,orfor n acceptance any sructure oPM H• k`' o. Z08 1 d QF SW" Vj!'10NA1L 04/ 09/2018 3) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 996 / 281 / 671 / - / 179 / 3.5 K 910 / 250 / 584 / - / - / - Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearing J is a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - C 592 -1364 E - F 498 -1027 C - D 556 -1282 F - G 581 -1293 D - E 483 -1026 G - H 598 -1393 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1095 -428 1- H 1109 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E - I 554 -250 N THIS DRAWINGI ORS INCLUDING THE INSTALLERS racing. Refer to and follow the latest edition of SCSI (Building erforming these functions. Installers shall provide etemp oorrarrYv1Sructuralshgathin%and P ttigch ordcdons av 87 'or 810 sallhavebjdn, ns lied r BCS andontheJoincDetails, unless noted otherwise. Refer to ble for any deviation from this drawin an failure to build the d bracingg 00f truss sA t8eal on this dr wina or over page esQorwsTbility solely to)h&09s n shovTI 4fha suitability ALPINE NEwmvaowwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job CusTEENSLORrN333547 I Oty. 1 I FROM: ALS 3 / T50 /HIPS ` OrwNo. 0099758.13fA .31507 8 5 Truss Label: 02 5'1'1 9'11'8 13'S'15 1a'7'8 51'1 Iit 'i 4'6"7 5'1.9 3) T 4-W0'12 f'—dre 18'7'8 te'7re 167'9 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0 036 G 999 360 J 996 / 425 / 663 / - / 174 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL): 0.104 1 999 240 K 910 1378 / S76 / - / - / - BCDL: 10.00 Risk Category. II Snow Duration. NA HORZ(LL): -0.017 C - - Wind reactions based on MWFRS Des Ld: 47.00 EXP. C HORZ(TL) 0 021 1 - J Min Brg Width Req = 1.5 NCBCLL: 10 00 Mean Height. 23.06 ft TCDL: 4.2 psi Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = - Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 351 Beating rigidgJisa9d surface. Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 504 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a. 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.211 Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9,00 ft FT/RT:20(0)/10(0) ChordsMaximumChordsTens.Comp Chords Tens. Comp. GCpi:0.1a PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1115.21 B - C 608 -1364 E - F 478 -1028 Lumber C - D 570 -1282 F - G 573 -1293 D - E 477 -1026 G - H 582 -1393 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' 8. 1 1095 -430 I - H 1109 -436 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind E -I 553 -275 Wind loads based on MWFRS with additional C&C member design. m PIII H. se.e....,,k 06 o. 708 1 ot S T O ; Q k. A co ' 10NAL 0N , nIftlut till, 04/09/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hhan1dling, Shipping, ingtalling•and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafelyInformation, by TPI aria SBGA) f$r saffe ractices prior to performing these functions. Installers shall Provide terhporary bracin Ger SCSI. Unless noted dtherwise,top chord shall have prooe v attached structural shgathing and bott rt1 Chord gnall hav a properattach$d rigid ce lina Locations shown for permanent tat@rat restraint bf webs shall have braan9 inst#Iled per C51 sections Q3, 7 or ElyasapIiCalSle. Ap Ty otates to ach face• of truss and position as shown above and on the Joint Details, unless not otherwise. Refer todrawlst60A•Z fSr standardto, positions ALPINEAItoadivisionofITW8yitddl1'naQCCom rentss GrGGUGG In . sh II not be re ponsiple for an deviation from this drawin an failure to build thetrussInnformancewithANSI/iPl 1 Po for handlvffL shipping, Ins Ilat$dn and braclnaq yoof trussesA Seat on this dr wiXp or over pdge 2a00 Lake Orange Dr. listing this drawing indicates acceptance 0t proTesslonaf en ineerinq re ponsiblli sole for the deal n shovlin. he suitability g and fise of this drawing for any structure is [he responsibilit of the Build ng Oeslg er pe ANSI/rPl 1 S c.2. Suite t50 For moro infamaDon see this' D's neral notes a erW these wee sites: ALPINE: www.el inaihv com• TPI: www. ' sL ; SBCA www.sbdnotrs com• ICC: www.xaate. OAandO FL, 32837 Job Numbe Ply: I TEENSLOR r. N333547 I Oty: 1 JFROM.ALS 7 / T44 /HIPS I KM No OF 9708 . 18R 0. 323595 Truss Label: 03 Loading Criteria ( psf) TCLL: 20. 00 TCDL: 17. 00 BCLL: 0. 00 BCDL. 10. 00 Des Ld. 47.00 NCBCLL: 10. 00 Soffit 000 Load Duration: 1.25 Spacing: 24 0 " 6'11" 8 11'7"8 18'7"8 6111"8 4'8" 7' 7'1" 4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height. 22.56 fl TCDL: 4. 2 psf BCDL: 5. 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 R GCpi• 0. 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP 92 N: BLOCK LENGTH = 2 000' Lumber value set 138" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 4X8 %4X6 D E 18'78 4'2" 12 11'4" 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 7' 3" 8 18'7" 8 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): - 0.112 F 999 360 VERT(rL): 0.273 F 999 240 HORZ(LL). - 0.067 C - HORZ(TL). 0.085 C Creep Factor. 2.0 Max TC CSI: 0.679 Max SC CSI: 0.367 Max Web CSI: 0.215 VIEW Ver: 17.02.OtA.1115.21 04/09/ 2018 T J- 020' 0'12 3) Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W J 996 / 429 / 673 / - / 140 / 3.5 K 910 / 383 /586 /- /- /- Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearing J is a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B-C 673 -1417 E-F 678 -1238 C - D 571 -1230 F - G 780 -15M D - E 588 -1039 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - I 1025 -411 H - G 1034 -407 I- H 1026 -412 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricating hh ndling shippin , ingtalling and bracing Refer to and follow the lalest edits0n of BCSI (Buildin f Safety Information, by TPI nd'SB ) fbi safety factices prior to performing these functions. Installers shall provide tterhporran v SCSI. Unless noteddtherwise,top chord shall have property atta& structural sl athing and bpott4nl C ord tiSons av a proge ]idCeilingg 4ocationssholNnforDermanentlateralrestraInlbfwebssalhavebranginstdlled r BCS secEll fle._ Apply plates to each face. of truss and position ass hown above and on the Oin etails, un ess noted otherwise. Refer to shall his draswiri Yawr gfailure to build I a de ii tlr h0 n. he suetability A IPL NE MMOIwWM 2400Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON• 54550 / T43 / HIPS Cusl: R R8975 JRef• 1 W9X89750045 TEENSLOR Oy. 1 FROM: ALS DrwNo: 097.18.1340.32347 Truss Label: D4 I 1KM / OF 04/07/2018 11 4'11"8 91"8 1371 187- 4'11"8 4.4" 4.4" 4'11"S 4X4 =4X4 D E 187' 4X4 F 1 0"8 57- 8'1" i 51" VY 1 V4" 18.7 - Loading Criteria (psi) 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: 22.06 it NC8CLL' 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall not in 4.50 ft GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N: BLOCK'LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 20'0" 12 Snow Criteria (Pg,Pt 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): -0.039 G 999 360 K 994 / 420 / 664 / - / 106 / 3.5 Lu' NA Cs: NA VERT(TL): 0.125 E 999 240 L 908 / 376 / 576 / - / - / 3.5 Snow Duration- NA HORZ(LL): -0 022 C - - Wind reactions based on MWFRS HORZ(TL): 0.026 C K Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 L Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI, 0.269 Bearings K & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.387 Rep Factors Used: Yes Max Web CSI: 0.156 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s). WAVE VIEW Ver. 17.02.01A.1115.21 B - C 663 -1359 E - F 600 -1131 C - D 600 -1292 F - G 611 -1298 D - E 601 -1122 G - H 625 -1366 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1099 - 457 I - H 1108 - 456 J-1 1354 -572 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fabricating h dung shiDpin , ingtalling,and bracing. Refer to and follow the latest edition of BCSI (BuildingggomponengtSafetyInformation, by TPI png'S98A) rbi safety ractices pnor to performing these functions. Installers shall provide tech o, bracinggg upper BCSI., Unless noted dtherm e,top chord shall have properly attached structural shgathinst and boltigr Chord $hall hav a ro er yattachesrigidcetlln0. Locations shown for permanent lateral restra nt bi webs shall hav braanganslatied pfr BC51 sections 3, 7 or 10, as applicable. gqpPTy p at s to each face or truss and position ass own above and on ire Jomr etalls, un ess noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. AIGin a di rision of ITW Bu'Id''nQCCom vents Grp p InC._shall not be re ponsible for an deviation from this drawin anY failure to build themissInnvfrmancewithAN51lTPI1PorforhandlitAqshipping, installatl dn and bradng f trussesA Seal on this dr wirfq or over page 2400 Lake Orange Dr. n listing this Srawin ,indicates aeeep ance of proTesslonar en in Bring responsib li v sole v for the desi n shovTn. h0 sui[abili g and fise of this rawing for any structure is the responsibilit ofgthe Building Oes Brier perANSI/TPI 1 S c.2. ty Suite 150 For mad interrnauon see tnia by eneral notes a arW these web sites. ALPINE www al ' mtw can• TPI: www. nsLa • SBCA, www abdneus .aom ICC: www.ioraate.0m Orlando FL, 32837 Job Ply: ITEENBLDRr. N333547 I N. 1 I FROM: ALS 2 / T4 /HIPS I Dr No: 097 18.13f4 W9n869850045 Truss Label: DSG 2' 11"8 9'3"8 157'8 187. 2'11"8 6'4" 6,4„ 2111"8 12 4X8 1112X4 =4X8 6 D E F G4T,4C in 8 H N T A I 1 1 20'0", 2 L K J N 1113X12(E3)) III2X4 8X8 1112X4 III 3X12((E3) 4X4%) 4X4(E3) 187' 1.01.8 3'1"4 F— i 6'2"4 67-4 3'1"4 1.0"8 ZH3'1"4 9'3"8 15'5"12 187 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pt in PSF) Def1/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 Ll# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL), 0 086 E 999 360 M 1098 / 447 / - / - I - 3.5 BCLL: 0.00 Enclosure, Closed Lu: NA Cs: NA VERT(TL): 0.335 E 999 240 N 1098 / 447 / - / - / - 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.014 D - Wind reactions based on MWFRS Des Ld: 47.00 EXP' C HORZ(TL): 0.033 D M Min Big Width Req = 1.5 NCBCLL: 0.00 Mean Height: 21.56 it TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 N Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.792 Bearings M & N are a rigid surface99 Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.397 Members not listed have forces less than 3750 Spacing, 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.424 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.OtA.1115.21 B - C 599 -1544 E - F 899 - 2328 Lumber C - D 557 -1474 F - G 557 -1474 D - E 899 - 2328 G - H 599 -1544 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Maximum Bat Chord Forces Per Ply (Ibs) Rot chord 2x6 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' B - L 1274 -487 K - J 1273 -479 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' L - K 1273 -479 J - H 1274 -497 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens Comp 91 hip supports 2-11-8 jacks with no webs D - K 1113 -443 K - F 1113 -443 E - K 370 - 583 Wind Wind loads and reactions based on MWFRS. IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACT any Irel nl 11 -, VP ,.•....., i o. 708 1 t G` SIV,00NAL 04/09/2018 N THIS DRAWIt' ORS INCLUDING THE INSTALLERS the latest edition of OCSI (Buildin Installerrshshall provide tern ra pf CSI ctins 93, "or I un ess note otherwise. Refer to ble for any deviation from this drpwin ,a failure to build the dbracingooftrussseesAsealonthisdr-wU or over page rsponstbility_soley for (he desgn shovTn. The suitability ALPINE NEJ1n1AI lAI!'I 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 f Job Number. N333547 Ply: 1 SEON: 40146 / T23 / HIPS Cust: RR8975 JRef: 1W9X89750045 TEENBLDR Oty: 1 1FROM.ALS DrwNa: 097 18.1340.30569 Truss Label: Lt I I KM / OF 04/07/2018 fi 7' 9' 16' 7' 2' 7' 4X6 = 4X6 12 C T2 D 4 T B E ni AU 9,4„ H G fl1 3X6(A1) 1112X4 1112X4 = 3X6(A1) 16' 71"12 1 7'1"12 1'8"8 7'1"12 8'10"4 16' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.086 G 999 360 B 1428 / 715 / - / - / - / 8.0 SCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(TL): 0.322 G 922 240 E 1428 / 715 I - I - l - / 8.0 BCDL. 10.00 Risk Category. II Snow Duration: NA HORZ(LL): 0.027 G - Wind reactions based on MWFRS EXP. C Des 00 HORZ L: 0.064 G 8 Min B Width Re 1 7q Mean Height: 15.00 ft NCBCLL: 00.0.00TCDL. 4.2 psf Code / Misc Criteria Creep Factor. 2.0 E Min 8rg Width R 1.7 r9eq = Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.817 Bearings 8 8 E are a rigid surface. 99Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 Bearings 8 & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.258 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213 21 Lumber B - C 1570 - 3204 D - E 1570 - 3204 C - D 1450 - 3010 Value Set, 138 (Effective 6/112013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Sotchord2x4SP #1 Chords Tens.Comp Chords Tens. Comp. Webs2x4SP93Lumber value set 13131" uses design values 8 - H 2969 -1435 G - E 2969 -1435 approved 1/30/2013 by ALSC H - G 3010 -1450 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 lacks with no webs. Webs Tens.Comp Webs Tens. Comp. Wind C - H 679 -251 G - D 679 -251 Wind loads and reactions based on MWFRS. A H o. 7Q8 1 Qs SAT O Q co QI OIVAI. rG t.rn; llw 04/09/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in.fabrricating, handling. shipping, installing.and bracing.. Refer to and follow the latest edition of pro anacne s aural sneatnin ana oon ora;Hall av a pro e s int f w bs s all av b fan ns lied r IsectIons 3, 7 or 1 as shownmoveandonttnejoinruetails, unledsrsanote otherwise. Refer to' ALPINE not be responsible for angi tru stisAfrom rBaltonthiwdrnwir f ilure toe buildtthe mawc,,,,,,, installatioon anybracing 6 s no a9 2400 Lake Orange Or. epgineerin respgons bilg'ityysoeNfortthedesign1hovTn. he suitability g bili of the uildin Desi Aer a ANSIITP 1 c.. Suite 150 LPINE: www.alpineitw.com, TPI www 49nat aro: SBCA: www.abdndustry cam, ICC' www.imsfe.am Orlando FL, 32837 Job Number. N333547 Ply: 2 SEON: 40173 / T1 / FLAT Cust: R R8975 JRef: 1 W9X89750045 TEENBLOR Oy. 1 FROM: ALS DrwNo. 097.18.1340.29711 Truss Label: FGt KM / OF 04/07/2018 2 Complete Trusses Required 6" 37"8 6'1" 8'4"6 11'3"6 1 13'10"14 14'514 6" 2'8"8 210"8 2'3"6 211" 27"8 7" AC 3X12 1112X4 =4X8 =404 1112X4 =5X14 F LI I K J I H G iiiavA = 8X12 11104 1112X4=SS1017 1113X8 14' 5"14 378 3'0"12 1 1'11"6 3'0"12 37"8 37" 8 6'3"4 87"10 11'3"6 14'514 Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Std. ASCE 7-10 TCDL, 1000 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP. C Des Ld: 55.00 Mean Height: 15.00 fl NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL 3 0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 811/2013) Top chord 2x4 SP 2400f-2.OE Sot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W9 2x4 SP 2400f-2.0E. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule-0.128"x3" nails Top Chord 1 Row ® 3.25" o.c. Sot Chord: 1 Row ® 9.50" o c. Webs : 1 Row ® 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Our.Fac.=1.00) TC: From 253 plf at 0.00 to 384 pif at 7.00 TC: From 384 plf at 7.00 to 384 plf at 11.33 TC: From 50 plf at 11.33 to 50 plf at 14.49 BC: From 10 plf at 0.00 to 10 pif at 14.49 TC: 2495 lb Conc. Load at 11.33 SC: 1537 lb Conc. Load at 11.33 BC: 225 lb Conc. Load at 13.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.1691 999 360 VERT( TL): 0.433 1 577 240 HORZ( LL): 0.025 A - HORZ( TL): 0.045 A - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.663 TPI Std: 2014 Max SC CSI: 0.738 Rep Factors Used: Yes Max Web CSI: 0 742 FT/ RT:20(0)/10(0) Plate Type(s): WAVE, 18SS VIEW Ver. 17.02.02A.1213.21 Additional Notes Truss must be installed as shown with top chord up. i o. 7.08 1 S T O ;Q i onret EN' 04/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 3251 / 548 / 227 / - / - / 7.2 G 5202 / 744 / 227 / - / - / - Wind reactions based on MWFRS L Min Brg Width Req = 1.5 G Min Brg Width Req = - Bearing L is a rigid surface. Bearing L 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 A - B 537 - 3368 D - E 765 - 5749 B - C 537 - 3368 E - F 765 - 5749 C - D 838 - 5767 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. K - J 6711 - 834 I - H 5811 - 844 J- 1 5767 -838 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - L 266 -1545 I - D 77 - 397 A - K 3612 - 575 E - H 97 -1552 B- K 119 -487 H-F 6173 -821 K - C 324 - 2563 F - G 335 - 2374 C - J 493 - 54 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, hh ndlinqq, shia in , ingtalling and bracing.. Refer to and follow the latest edition of BCSI ((Buildin f Safety Information, by TPI and S CA) fbr safPa ractices pnor to performing these functions. Installe shall arovide terhpora BCS)., Unl ss noted otherwise top chord shall have pro Deriv attached structural sheathing and bottom reshord gnall ave a proge idceilinocabonsshownfoiermanetlateralrestraintbfwebsshallhavbr8cin9 installed p r BGSI clions 3, 87 or et , a.- Appljr plates to each face, ofptruss ana position as shown above and on I e Joint Details, unless notedotherwise. Refer to a division of any failure to buildthe n. Theor sultability ALPINEINEmrrwO1WIJM 2400 Lake orange Or. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply- 2 SEON: 54663 / T12 / FLAT Cust: R R8975 JRef• 1 W9X89750045 TEENBLDR Oty: 1 FROM: ALS DrwNo. 097.18.1340.32738 Truss Label: FG2 KD / BAF 04/07/2018 2 Complete Trusses Required T m l Loading Criteria (psr) TCLL: 40.00 TCDL: 10.00 SCLL: 0.00 BCDL' 5.00 Des Ld: 55.00 NCBCLL: 0 00 Soffit. 2.00 Load Duration: 1.00 Spacing: 12.0 " 13'9" 5" 2'11"11 5'3"l 7'9"12 9'4"10 11'0"3 12'10"5 5' 2'6"11 2'3"7 12'6"11 11'614 1 17"9 1110"1 ASX10 =58X10 1112X4 III 20X4 =4E4 =8X1$--) = 8X12 G H waif W:MOM WMI1 r 13'4"6 4 10 2'4"3 27'11 2'11"11 1'10"2 1'9"1 1'6"13 2'4"3 4'11"13 7'11"8 9'9"10 11'6"11 13'1"9 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA fl TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS Sot chord 2x8 SP 2400f-2 OE Webs 2x4 SP #3 :W2, W4, W9, W11 2x4 SP 2400f-2.OE: W12 2x6 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0. 1 28"x3" nails Top Chord. 1 Row ® 9.25" o.c. Bot Chord: 2 Rows ® 4.00" O.C. (Each Row) Webs : 1 Row ® 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting 9" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 9" Special Loads Lumber Dur.Fac.=1.00 / Plate Our.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 1375 SC: From 436 plf at 0.00 to 436 plf at 13.36 TC: 340 lb Conc. Load at 3.67. 5.67 TC 783 lb Conc. Load at 7.67 BC: 5202 lb Conc Load at 9.58 Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ PC NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std. 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. Oefl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.276 D 580 360 VERT(fL): 0.394 D 478 240 HORZ(LL): 0 040 A - HORZ(TL): 0.049 A Creep Factor: 2.0 Max TC CSI: 0.962 Max SC CSI: 0.974 Max Web CSI 0.656 VIEW Ver: 17.02.01A.1115 21 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Additional Notes Truss must be installed as shown with top chord up. E •• i o. 7.08 1 S T O ; t. i • 1 A y< XV, " X o • t:`•••••........••• ss onrat ENG COA #--. 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W P 5492 /- /• /- /- /6.0 0 7688 /- /- /- /- /5.7 P Min Brg Width Req = 2.3 0 Min Brg Width Req = 2.8 Bearings P & 0 are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A- B 0- 4958 D- E 0- 9552 B- C 0- 9451 E- F 0- Sul C- 0 0- 9544 F- G 0- 5434 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- N 5467 0 M- L 9813 0 N- M 9544 0 L- K 6158 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A- P 0- 2301 M- E 1065 -1081 A- O 5407 0 E- L 468 - 691 0-8 0- 2044 L- F 4634 0 B-N 4516 0 F-K 0 -2910 N-C 0 -817 K-G 6246 0 D- M 238 -407 G- J 0- 3346 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa tin9 h ndlin9 ship rn Installing,and brawny Refer to and tallow the la est edition of SCSI (Buildin t Safety Information, by TPI an CA) f0) safe racbces pnor to performing these functions Installers shall Grovide tech ra BGSI Unless noted olherwise,to chord shall h ve roDerN attached struclural sheathing and bolt2rr chord Hall havflrope Id rlina Locations shown for permanent lateral restraint 6f webs shall have bracina nst ,lied per BCSI s@cbons 3, a or B1@ApTyDlatestoachfaceofUussandpositionasshownaboveandontheJoint -Details, unless noteO otherwise. Refer to6e0A-Zpfgr standard pP(ate positions. of failure to build g the n. 4fhe su 9e Ility ALPINE n PI 1. or for r acts tance any structure M ITWO)NMIM 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 2 SEON• 40175 / T27 / FLAT Cust• R R8975 JRef: 1 W9X89750045 TEENSLOR Oty: 1 FROM: ALS OrwNo: 097.18 1340 28603 Truss Label: FG3 KM / OF 04/07/2018 2 Complete Trusses Required T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed SCOL: 5.00 Risk Category: II EXP. C DDes Ld: 55.00Desd:: Mean Height: 15.00 ft 00 TCDL: 4.2 psf Soffit: 2.00 BCDL 3 0 psf Load Duration: 1.00 MWFRS Parallel Dist 0 to h/2 Spacing: 12.0 " 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 #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 ® 3.00" o c. Bot Chord: 1 Row @ 6.00" o.c Webs : 1 Row ® 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 170 pB at 0.00 to 170 plf at 4.08 BC. From 5 plf at 0.00 to 5 plf at 4.08 TC: 166 lb Conc. Load at 0 33 TC: 1114 lb Conc Load at 2.33 BC: 258 lb Conc. Load at 133 BC, 545 lb Conc. Load at 3 33 Puriins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. 2'0"8 4'1" 2'0"8 2'0"8 III2X4 =4X4 1112X4 A B C 4'1" 4'1" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 61h.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 9,4" Deft/CSI Criteria PP Deflection in loc L/de0 L/# VERT(LL) 0.004 B 999 360 VERT(TL). 0.011 B 999 240 HORZ(LL): 0.002 D - HORZ(TL): 0.003 D Creep Factor. 2.0 Max TC CSI. 0.315 Max BC CSI: 0.574 Max Web CSI: 0.165 VIEW Ver. 17.02.02A.1213.21 Additional Notes Truss must be installed as shown with top chord up. i"li,P ;•eased*,, k o. 00 a S T OV COA adI,sS/ A ox tNr1l;, 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 1261 184 /113 /- /- /2.3 0 1537 / 77 / 32- Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Big Width Req = - Rearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 3759 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. E-D 571 -56 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E - B 67 -667 B - D 67 -660 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, hhandling ship m ingtalling and bracing. Refer to and fellow the latest eddi n of BCSI (BuildingfSafetyInformation, by TPI and SBCA) fbi safPepty Rractices pnor to performing these functions. Installers shall provide I mpora BCSI. Unless noted olhermle,top chord shall have property attached structural sheathing and bolt chord;hall ha pro ' id cedingq Locations shown for permanent lateral restraint Of webs shall have braang stie p,?r noI s ttns Ise Refer toC._ AppTy plates to each face. of truss and position as shown above and on the Joint De not failure to build the her the suaif tility ALPINENE MITWel 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 I Ply' 1 IFROM:RAA SEON. 40147 / T34 / COMNI Cust. RR8975 JRef: 1VV9X89750045 TEENBLDR Oy: 1 DrwNo: 097 18.1340.29120 Truss Label: E1 KM / OF 04/07/2018 Loading Criteria (psq TCLL: 20.00 TCOL 1700 SCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing: 24 0 " aT 9• 1 r,'a 4 4 r 4.5• re 0 e E 4x4 t- 5'9.11 i 5'6.5 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 It Loc. from endwall: Any GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set. 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5'9" 1, ,a11'12 11 4- Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefIICSI Criteria PP Deflection to loc L/defl L/# VERT(LL) 0.001 C 999 360 VERT(TL): 0.003 H 999 240 HORZ(LL): •0.002 G - HOR2(TL). 0.003 H Creep Factor: 2.0 Max TC CSI: 0.386 Max BC CSI: 0.341 Max Web CSI: 0.128 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 8 372 / 70 / 295 / - / 190 / 8.0 H 562 / 162 / 420 / - / - / 11 3 F 258 / 109 / 172 / - / - / - Wnd reactions based on MWFRS 8 Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 F Min Brg Width Req = - Bearings B 8 H are a rigid surface Bearings B 8 H require a seat plate Members not listed have forces less than 375# VIEW Ver 17.02 02A.1213.21 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - H 430 - 366 H. o. T08 1 ' S T O COA #0°B NA1. tea•• 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS It nri i,orfor n acceptance any sructure iING THE INSTALLERS to and follow the latest edition of SCSI (Building se ( unctions. Installers shall provide terhpora ipaat hingg and bonlagclhosred;lhall hav a pro e pngeta Its unless noted otherwise 7Ref r to' viation from this drawin are failure to build the ssesA sseal on this dr wly99 or cover page sola 0Lthe desA9nshoMTn. The sui[ability A IPL NE mawo2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 IJob Number. N333547 Ply. 1 SEON: 40148 / T36 / COMN Cust: R R8975 JRef: 1 W9X89750045 TEENBLOR Oty: 1 IFROM:RAA OrwNo• 097.18.1340.28885 Truss Label: E2 I 1KM / OF 04/07/2018 Loading Criteria (psr) 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: 15.00 ft TCDL: 4.2 pst BCDL: 5.0 pst MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R 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 93 Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5.10'12 i ""'a 9- V10'12 5.2.12 11.4' 52.12 5'e• 1011.12 4 Snow Criteria (Pg,Pt in PSF) Oeff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct- NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL Pt: NA Ce, NA VERT(LL): 0.011 G 999 360 8 639 / - / 164- Lu: NA Cs: NA VERT(TL): 0.042 G 999 240 E 545 / - / 164 ! • / - Snow Duration: NA HORZ(LL): 0.005 F - - Wind reactions based on MWFRS HORZ(TL): 0.012 F 8 Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TC CSI, 0.659 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.412 Bearing B requires a seat plate. Re Factors Used: Yes Max Web CSI: 0 489 8.0 r 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. WAVE VIEW Ver. 17.02 02A.1213.21 B-C 0 -742 a ...E ..,,..x 00i :. G Sic •,.< o. T08 1 it c 8, ass onra COA #u Wa re>sa1wM1M'' 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 582 0 G- F 578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C-F 0 -668 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safeextreme care in tobricatinaa, h ldlingg, shiapin , ingtalling,and bracing. , Refer to and follow the latest edRion of BCSI BuildingSafeyInformation, by TPI and PEA) for safe raaices prior to performing these functions. Installers shall provide ter porarBCSI. Un1 ss noted o elwi e,top choM shall h ve property attached structural sheathing and bott2rt chord 4hall have a props qid ceilin0 oca0 ns shown or permanent lateral reSir a nI 6f webs shall have braangans[elled pgr BCSI sections Q3, 87 or et , e. _ Apply p ates to each nee_ of truss an position as own above and on a Joint stalls. un ess noted otherwise. Refer to his drawir any failure to build the ontlrdlrW ;pq or over page gdesgnshovTn. ffhe suitability ALPINE NEIf1111NmMM1f/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe TEENBLDR r. N333547 I N• 1 IFROM.ALg 0 / T55 / VAL I Dr No O97.18R 040. 20985004 28Truss Label: MV3 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 " Gi. 2 1112X4 B 12 6 v 0 i+f 4X4( D1) A 21' 6" 8 CD 1113X6 Wind Criteria Wind Sid' ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: 11 EXP: C Mean Height: 23.21 ft TCDL: 4.2 psf BCDL. 5 0 psf MWFRS Parallel Dist: h/2 to h C& C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set, 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. IMPORTANT— FURP s revire extreme care in fa b nengtrevfetyInformation, by 1 ppeer BSI., Unless noted o , id rrad cli no. locations sht DilleoTTyatstoatis160A-ZlI s n and pPiata a division of ITW BUyitddl1nQCCi coofgrmance with ANSI PI this $ rawinq Indicates aci to orr this Edrawing for any 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Oefl/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.012 C HORZ( TL): 0.026 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code- FBC 6th.ed 201 Max TC CSI: 0 581 TPI Std: 2014 Max BC CSI: 0.502 Rep Factors Used: Yes Max Web CSI: 0.253 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A.1213.21 1 COA # 01 $sz Na w 04/ 09/201 f) Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 98 / 44 / 89 /- / 16 172.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface: Members not listed have forces less than 3750 ALL CONTRACTORS INCLUDING THE INSTALLERS ingtalling and brawn. Refer to and follow the latest edition of BCSI (Buildin facticespriortoperformingthesefunctionsInstallersshallprovidetemporar9 e propery attacheo structural shgatging and. bottom Chord Shall havta prooefly II npt be responsiple for any deviation from this drawing an failure to build the Ipp, insttaallation and brawngg ppf trusseSA seat on this drawtXgg or over paggee if engin ring responslb lity solely for tthhe design shovTI he suifahllity ibllioCIA" Des g er pe ANSI/TP 1 Sec.2. 4LPINE www alpmeaw corn; TPI: www.tpinst ore; S8CA: www abcindusW.com; ICC: www iccsab ALPINE NEM1fi1MC1YM M 2400 Lake Orange Dr. Suite 150 Onando FL, 32837 r umber. N333547 BLDR Label: MV2 014 12 Ply. 1 Oty: 2 1112X48 SEON: 40151 / T54 / VAL I Cust: RR8975 JRef• IW9X89750045 FROM: ALS DrwNo. 097.18.1340.30102 KM / DF 04/07/2018 6T 4X4( D1) N A rl 10' 4"2 CD 1112X4 4' 4' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Maximum Reactions (lbs), or •=PLF 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 D• 97 / 41 / 87 / - / 16 / 48.0 TCOL. 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Part. Eric. Lu: NA Cs. NA VERT(TL)- NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORt(LL). -0 003 C 0 Min Brg Width Req = - Des Ld: 47.00 EXP: C HORt(TL): 0.008 C - - Bearing A is a ngid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor 2.0 Soffit: 0.00 SCOL: 5.0 psf Bldg Code. FBC 6th ed 201 Max TC CSI: 0.237 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.188 Spacing. 24.0 " C&C Dist a. 3.00 It Rep Factors Used- Yes Max Web CSI: 0.086 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): VIEW Ver: 17.02.02A.1213.21 WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . jy 4 a Wt.- 5,EN, 0EsSlojqcoA #:a 4,01190, 0t 04/09rz0I 8 WARNING' READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fa ria3ting, handling, shi pi ingtalling,and brawna.. Refer to and follow the latest edition of BCSI (Buildin omponent Safety Information, b TPI an 0 St3CA) fbr safety ractices pnor to performing these functions. Installers shall Grovide tech ra bracingg peer BGS1. Unless noted oY erwi e,to chord shall have ropell attached structural She and boelt2rtl Sclhosredct n II hBave Jrro e attach6a ngid ceAilina. ocafons shown lorpermang lateral restr int 6f webs shall have braang n [clued F unless noticeofherswise. e Ref to' asap Ica appTyatstoacepace, o was an position as shown above and on the OIn ALPINE drawi igs 160A-YfOI sQan ard pj'ac positrons. At ine, a division of ITW B itddln Ccomponents Gro)re Inc., shall not be regaonsible for any deviation from this rawina a y failure to build the ,,,,n,m,,,,,n truss In oformallrzwith N 11 PI 1, or for hanr7liAI shipping, installation and bracing f trussesA Seel on this drawing or over page 2a0o lake Orange Dr. listingg this drawing, indicates acceptance of proTesslonaf en ineerinq re ponsibQliN solel f for the design shown. Vhe suitability, Suite t50 g and Gse o this clawing for any structure s the responsibility of the uild ng Desig er pe ANSI/TPI 1 SS'S c.2. For more information see this joWs tionetal rates page and these web sites: ALPINE: www el meew coin; TPI wvwv tponst • S13CA: www.sbcindus .com• ICC: www.iccsafe org Orlando FL, 32837 Job Number. N333547 Py: 1 SEON• 40152 / T3 / VAL Cust: R R8975 JRef, 1 WBX89750045 TEENBLDR Oty: 2 FROM: ALS OrwNo. 097.18.1340.30103 Truss Label: MV1 KM / OF 04/07/2018 12 6 1112X4 B 4X4(D1) T A Lj 0 23'6"8 V///1co 1112X4 2- 2- 2- Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 8CLL' 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height: 24.21 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall. not in 9.00 fl GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL). -0 000 C HORZ(rL): 0.001 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.042 TPI Std: 2014 Max BC CSI. 0 045 Rep Factors Used: Yes Max Web CSI: 0.024 FT/RT:20(0)/10(0) Plate Type(s)- WAVE VIEW Ver: 17.02.02A.1213 21 o. Z08 1 S T O dos P r. SS,QIONAL EN COA #Vg10 iMgNW1` I 04/09/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W 0' 97 / 37 / 80 / - / 12 / 24.0 Wind reactions based on MWFRS 0 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes revir extreme care in.falq tin9 h ndling shipping ingtallinpg,and bracing Refer to afnd follow, the latest egifi n of 0CSI (BuildingornnengtSaefetyInformation, by Tf and'S CA fbr safe Practices nor to rfo min these unctions. Installers s alPorowde tern ra, bracin per SCSI., Unless noted o erwisfe,top chord shall h ve property attached structural shgathmj, and bott% ghord shall hav a pro e attach d r id ceilln .Locations shown for rtnanent lateral rest In[ bf webs shall hav br an nstalled p r SCSI sections ¢3 7 or 10Saltcae. Apo y pplatees to each face, of truss and position as s lown above and on the joinruetails, unless noted otherwise. Refer to ALPINEdrawings160A-2 for stantlard plate positions. Alpine, a division of ITW Bait 1'niCompon8n% Gr up InC shall not be responsible for any deviation from this dr8win a g, failure to build themissInnformanwithA51lfPl1porforh0anpiAgshipping, mst llabdn and braang gf,trussesA Seat on this dr wir2, or Aver page 2400 Lake Orange Or. astin this rawin indica es acceptance if throlessionar en-g need responsi IIIt solely Tor the design shovTn. he suitability 9 and se o this cawing or any s ructure s e responsibility of the Building Desi21 . ANSIrrPI 1 Sec.2. Suite 150 Far more information see this ob'a general notes page and these web soles: ALPINE: www.el ineitw coca TPI• www.tpinst.ora. SBCA, www sbondus .coma ICC: www.icesafe Orlando FL, 32837 Job Ply: ITEENBLORr. N333547 Oty: 1 IFROM'ALS3 / T9 / MONO f Or No DF041071 R758R 98 5 Truss Label: MGt Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL' 000 BCDL' 1000 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " F 113X 0 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.82 It TCDL: 4.2 pat BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C& C Dist a: 3 00 It Loc. from endwall: not in 4.50 It GCpi 0 18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac =1.25) TC: From 78 pit at 0.00 to 78 plf at 6.96 SC: From 20 pit at 0.00 to 20 pit at 2.19 BC: From 10 pit at 2.19 to 10 plf at 6.96 BC: 910 lb Conc. Load at 2.19, 4.19. 6.19 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. WARNING' REAI IMPORTANT" FURNISH THIS a division of any 3' S'12 3'5"12 3' S' 12 6' 11'8 Snow Criteria (Pg.Pt 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 r is v 20' 0"12 Def11CSl Criteria PP Deflection in loc L/defl UX VERT( LL): -0.130 8 640 360 VERT( TL)' 0 262 8 501 240 HOR2( LL): -0.079 8 - - HOR2( TL). 0.093 B Creep Factor: 210 Max TC CSI: 0.807 Max SC CSI: 0.898 Max Web CSI: 0.872 VIEW Ver: 17.02.01A.1115.21 o. Z08 1 oz S T O A. a cr COA SSONN 04/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 1412 /598 /- /- /- /3.5 D 1953 1735 /- /- /- /- Wind reactions based on MWFRS F Min Brg Width Req = 2 0 D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 929 -1834 B-C 715 -1761 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 1494 - 585 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. E - C 2288 - 899 C - D 634 -1187 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, in%ailing,and bracing. Refer to and follow the latest VitiCn of SCSI (Buildin iracticespriortoperformingthesefunctions. Installers shalt provide terhporarY9 pro attached struauralheaghinand pettonl chordSons Q3 7 aro e N estr Int f webs shall have b cln ins lied I r BCSI se 0 as shown above and on the o1n etalls, un ass noted otherwise. Refer to ALPINE II not be respponsible for an deviation from this drawin ,an failure to build the M(FWm,,,,,n IQ, InstallatI and brash pf trussEsA Seal on this dr wirlq or cover p ge 2400 lake Orange Or. Irensneeringrespons7bilitysolellforthedes iin shovTn. The su fability Suite 150 ibilityoftheBuildingDesigderpeANSI/TPI 1 gc.2. 4LPINE: www.al medw cam: TPP www tpinst org. SBCA, www.abeinduStry come ICC: www.ieegafe.org Orlando FL, 32837 f Job Number. N333547 Py. 1 SEON• 40188 / T28 / EJAC Cusl: RR8975 JRef: 1W9"9750045 TEENBLDR Oy: 5 FROM: RAA OrwNo: 097.18.1340.28543 Truss Label: E.17 I I I KM / OF 04/07/2018 Loading Criteria (pst) 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 s-s 1 1, 7' 7' 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: 6.0 psi 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 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 (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,PI 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 Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s)- WAVE C Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W VERT(LL): NA VERT(TL): NA HORZ(LL)• 0.012 D HORZ(TL): 0.028 D Creep Factor, 2.0 Max TC CSI: 0.844 Max SC CSI: 0.596 Max Web CSI: 0.000 VIEW Ver, 17.02.02A 1213.21 04/09/2018 8 432 / 91 / 346 / - / 152 / 8.0 D 136 /8 1103 /- /- /1.5 C 250 1122 1159 / - / - / 1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabnsatinp, handling shiapin ingtalling,and bracing Refer to and follow the latest edibGn of 13CSI (Building t Safety Infomlahon, byY TPI an a SBCA) fbi safety I ractices pnor to performing these functions. Installers shall provide etech 0roorrarYSCSI. Unl ss noted olherwise,top chord shallehave property attache structural sheatflin and bpott2rrl cl ord $osl hav 87 'or B1fl0yidcedinocabonsshonforermanentlatralrestrmtfwebsshallhavebrawnnsliederec3sectfe. ApDlgjr atees to sash race, 0 truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to 60A-2 for s ntlard plate positions. vision of ITW 8 itd'nc Components Group Inc sh#11 npt be re$ponsi le for any deviation from this drawirla arry failure to build the d rmance with %NStI/iPl 1, or for handlirfq shippma, insttaallation and brawnyp f trussesA B8eal on thl tlrBwiAag or over paggeeprawingindicaesacceptanceQfRroIessronargnIILrn repo sTbglity solely for 4h fides qn hoWn. 4The sui[ability ALPINENE iwm.orrrn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Ply: I TEENBLOR Number. N333547 I h. 2 I FROM. ALS / T21 / EJAC 1KMDrNo R097.18.13(4. W9 9850045 Truss Label: EJS Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 SCLL. 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing 24.0 " T 1 5' 5' Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Part. Enc. Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCOL: 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3.00 fl Loc. from endwall: Any GCpi: 0.55 Wind Duration 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 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'k3.0", min, toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. C Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc L/defl U# Pf: NA Ce. NA VERT(LL): NA Lu: NA Cs' NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 C HORZ(TL): 0.010 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.703 TPI Std. 2014 Max BC CSI: 0.311 Rep Factors Used: Yes Max Web CSI, 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02.02A.1213.21 0 F 1N0n1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 337 /119 /321 /- /114 /8.0 D 97 /47 /115 /- /- /1.5 C 174 /89 1112 /- /- / 1.5 Wind reactions based on MWFRS B Min Beg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing 8 requires a seat plate. Members not listed have forces less than 3750 SAT O 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatin9 h ndlin9 Shi pppin in;talling.and bracing. Refer to and follow the latest edition of ¢CSI (BuildingtSafetyInformation, by TPI and'SSCA) fb) safe gractices pnor to performing these functions. Installers shall provide temporaryBCSI. Unless noted o herwise,top chord shall h ve property attached structural sheathingg and bolt2m chord gnall hav a propsidceding. t(ocations shown ftor permanent lateral restr nt f webs shall hav% brecinO nstatied pgr BCSI sections $3, %7 or BtOy e._ _pp pates to each fate_ of truss and position ass Own above and on the JJoint UDetails, un ess noted otherwise. Refer to not and his drffwifl am failure to build the on t r w'rfg or over pageiedesgnshoQn. ffhe suipage ALPINENE MIrwo NY 2400 Lake Orange Or. Suite I50 Orlando FL, 32837 f Job Number. N333547 Ply: 1 SEON: 40155 / T19 / EJAC Cust: R R8975 JRef• 1 W9X89750045 TEENBLDR Oty: 1 IFROM.ALS DrwNo: 097.18.1340.29056 Truss Label: EJSA I 1KM / DF 04/07/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 8'6 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Part. Enc. Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a- 3.00 it Loc. from endwall: not in 9.00 ft GCpi- 0 55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP 92 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X4(B 1) 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"0.0", min toe -nails at bottom chord. 5' 5' Snow Criteria (Pg,Pt in PSF) Pg NA Ct: NA CAT: W PP NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used. Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE B Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL)- NA HORZ(LL): -0.004 8 HORZ(TL): 0.009 C Creep Factor: 2.0 Max TC CSI: 0 482 Max BC CSI: 0.306 Max Web CSI: 0.000 VIEW Ver. 17.02.02A.1213.21 100 o. 7+08 1 FS I s ...,,... 000A# +NaL •EN,G, 04/09/20 ( 8 Maximum Reactions (lbs), or •=PLF Loc R I /Rw /Rh /RL /W A' 176 171 / 177 / - / 56 / 20 0 C 54 /25 /66 /- /- /1.5 8 172 186 / 108 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Big Width Req = - 8 Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 3759 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nextreme acre in fabricating h ndling shi pin ingtalling and braan9. Refer to and tpllow the latest editiGn of BCSI (BuildingCSafetyInformation, by TPI and S CA) fbi safety ractices prior to perforr ting these functions. Installers shall provide tempos BCSI. Unless noted o'therwise,top chord shall have pro rN attached structural sheathing and boltartl chord gnall hay a pro temporary id ilinaa Locations shown for Dermane t lateral restint 6f webs shall hav bra n ns Iled er BCSI coons 3, 7 or e0; e T Iat s to ach tact: ofUuss and t 1 J t9i3 $ pl Is g' ppp y p e position as shown above and on a oin etails, un ess not otherwise. Refer to 60A-2 tOr standard pate positions. Ycr,malnion of ITW 8 itd ng Components Gr0o)rpp InC.,shall not be regponsiple for any deviation from this riwin arty failure to build thecewdhfJllftl1, or eor hanCl.Xshipping, installath'n and bracing of trussesA seal on thi tlr wirfg or coverpage, ng Indicates acceptance of pro assionar en Cheering re ponsibiIl solely for the des n sholnTn. The sui[abilihthisdrawingforanystructuresaresponsibilitfoftheuildsingDesgerpeANSUTPI1c.2. A IPLNE Mmvmrrwri 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 f Job Number. N333547 Ply: 1 SEON: 40156 / T67 / JACK I Cusl' R R8975 JRef: 1 WBXB9750045 TEENBLDR Oy: 4 FROM: ALS OrwNo: 097.18.1340.31022 Truss Label: CJS I I KO / OF 04/07/2018 Loading Criteria (pso TCLL: 20.00 TCDL: 1700 BCLL: 0.00 8CDL' 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing. 24.0 " T 6"6 1 1, 4'11"4 4' 11 "4 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 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall' not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot 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. 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 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(fL): NA HORZ(LL): 0.004 D HORZ(TL): 0.010 D Creep Factor. 2 0 Max TC CSI: 0.475 Max BC CSI 0.298 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 yk i o. Z08 1 COA a s ONAI N 04/092018 12'0"8 rn ih ih 9,4„ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 8 334 / 73 / 273 / - / 112 / 8.0 D 96 /5 /72 /- /- /1.5 C 171 /85 /107 /- /- /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 3759 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme acre in fagrri ling h andlingg ship in , ingtalling and bracip. Refer to and follow the latest edition of PCSI (BuildingtSafetyInformation, by f I an 'SBCA) fb) safepty ractices pnor to perfo ing these functions. Installers shall Dprovide temporaBCSI. Unless noted o7nerwise,top chord shall have oroDerN attached structural shpathing and bottartl chord $hall avfl a pro er Yv f xt ceilin Locations shown for ermanent lateral restraint 6f webs shall have brdan9 installed per BCSI sections3, 87 or 10 e. Ap if pCatees to act face,ofptruss and position as shown above and on the Joincoetails, unless noted otherwise. Refer to60A-Z fgr stantlaid p iate positions. shall and his r wi SlYawrl gfailure to builds tthe 1ed 11t r$ho2, or cover ALPINE AMfiW IWlf 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Ply: ITEENBLDRrN333547 I Oty. 6 I FROM. ALS 7 / T58 / JACK 1KDOrwNo D97. 18R 0.31021 Truss Label: CJ3 Loading Criteria (psr) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 000 Load Duration: 1.25 Spacing: 24 0 " T 1, 2'11 "4 2'11"4 C T 1 Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Enclosure. Part Eric. Lu: NA Cs. NA VERT(TL): NA Risk Category: II Snow Duration: NA HORZ(LL)• -0 001 C EXP. C HORZ(TL): 0.001 C Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0TCDL: .2 psf 5BCDL: .0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.238 MWFRS Parallel Dist. 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.096 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0 55 Plate Type(s): Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.02A.1213.21 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131'k3.0", min. toe -nails at bottom chord ae;-5 H - Vt NS e 0.708 1 t,os S T O tttttttpi 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care injao'catiing.Apridling, shipping, installing and bracing. Refer to and follow the latest e adfanTw8NSUTP/i poifithconormcefothis drawing indicates acceptance ie of this drawing for any structure information sea this job's general notes page an Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 8 242 / 84 / 233 /- / 74 / 8.0 D 55 /26 /66 /- /- /1.5 C 94 /50 /57 /- /- /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 3750 of ALPINE NlftWmMMMY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 I Ply. 1 I SEON. 40158 / T56 / JACK I Cust: R R8975 JRef: 1 W9X89750045 TEENSLOR Oty: 6 FROM: ALS DrwNo: 097.18.1340.31025 Truss Label: CJt KD / DF 04107/2018T i12 6 F: C BT T 10'0"8 ih q91411 D 4X4(B1) 11" 4 1, 11 "4 Loading Criteria ( psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT: INA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 182 / 66 / 180 / - / 36 / 8 0 TCDL. 17.00 Speed: 150mphPt, NA Ce: NA VERT(LL). NA SCLL. 0.00 Enclosure Part Enc. Lu: NA Cs: NA VERT(fL)' NA D 12 / 13 / 20 / - / - / 1.5 BCDL. 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C - - C -12 / 26 / 19 / - / - / 1.5 Des Ld: 47.00 EXP' C HORZ(TL): 0. 001 C Wind reactions based on MWFRS Code / Misc Criteria NC13CLL: 1000 Mean Height: 15.00 ft TCDL: 4.2 psi Creep Factor: 2.0 8 Min Big Width Req = 1.5 Soffit: 0.00 BCDL' 5. 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.170 D Min 8 Width R _ Load Duration 125 MWFRS Parallel Dist: 0 to h/2 TPI Std' 2014 MaxBC CSI: 0.019 C Min Brg Width Req =Bearing 8 is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing 8 requires seat plate. Loc. from endwall: Any FT/ RT:20(0)/10(0) GCpi: 0.55 Plate Type( s): Members not listed have forces less than 375# VIEW Ver. 17.02.02A. 1213.21 Wind Duration: 1.60 WAVELumberValueSet, 138 (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0. 131'k3. 0'% min toe -nails at top chord. Provide (2) 0.131"x3. 0", min. toe -nails at bottom chord. v` p, 0.708 1 ote S w. 11 COA m1pt 04/ 09/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, hh ndlingg, shiapin , in%alling and bracing. , Refer to and f9llow the latest edition of BCSI (BuWin omponent Safety Information, by TPIanCSCA) fbr safetyeiractices prior to performing these functions. Installer shall Drovide tert ar bracln999 upper SCSI. Unless noted olnerwise,top chord shall have property attached structural Sheathing and bott% chhord shall hav a proge(I attach 6a rad ceilin .LocationsshownforDermanertlateralrestranIbfwebsshallhavebrednggRolledprBCSIsSctions153, 7 or 610y as app ica @ AopoatstoeachfaceortrussandpositionassownaboveandonaOinai13, un ess note otherwise. Refer to ALPINE drawings 1607-Z"fg standardplatepositions. Alpine, a division of ITW Buildl'nOgCCom vents Gr u InC sh II not be reFponsible for an deviation from this drawin an failure to build the tn1531n conf imance with 1'N1UTPI 1 po fOr handlir fa shi p1n9, installatl0n and bracing Qf tru eSA seal On this dr wir 9 Or over gaga 2400 Lake Orange OrM listing this Srawing indicates acceDaneofproTessonafenineerin9responsibilitysolelyforthedesignshollTn. ha suIAbility g and fise of this drawing for any structure is isle responsibilit ot the Building Desigrfer pefANSI/TPI 1 S8c.2. Suite 150 For more information sea Ihia' ab'a navel notes end these web sited: ALPINE: www.al mntw.cem• TPI: www, mat.or ; SBCA: www.sbd'uWtu tom' ICC www.iusafearg Orlando FL, 32837 Job TEENBLORr. N333547 I ly. 2 I FROM: ALS 9 / T68 /HIP_ Or No. 097.18.13f4 .291039850045 Truss Label: HJ7 T sro1 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 SCLL: 000 BCDL' 10.00 Des Ld: 47.00 NCBCLL: 0 00 Soffit: 0.00 Load Duration 125 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 BCOL: 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback lacks with no webs Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3 5", min toe -nails at top chord. Provide (3) 0 1624.5 min toe -nails at bottom chord. WARNING" READ AND FOL IMPORTANT" FURNISH THIS DRAWING of 57"2 9110"1 572 47'15 U 9'4"11 5" 9'4"11 9'1 "1 Snow Criteria (Pg,PI 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 Def 1CSI Criteria PP Deflection in loc Udell Ll# VERT(LL): 0 021 C 999 360 VERT(TL): 0.081 C 999 240 HORZ(LL): 0.009 D - - HORZ(TL): 0.011 D Creep Factor. 2.0 Max TC CSI: 0.836 Max SC CSI: 0.632 Max Web CSI: 0.365 VIEW Ver: 17.02.02A.1213 21 1rs y fi o. Z08 1 ot S T 0 • coA ONA1. 04/09/2018 13'0"7 N c n v 9'4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 8 501 /169 /- /- /- /10.6 E 424 /48 /- /0 /0 /1.5 D 317 /159 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Big Width Req = - D Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing 8 requires a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 311 -714 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 656 - 277 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 304 - 722 ALL CONTRACTORS INCLUDING THE INSTALLERS I, in.4talling,and braang Refer to and follow the latest edition of BCSI (Building ractices prior to performing these functions. Installers shall provide terhporary property attached structural sheathing and bolt% chord $hall hav a proen esUamt6fwebsshallhavebraangnslalledperBGSIsecbonsB3, 7 or 10y as shown above and on the JoinCdeta'Is, unless not otherwise. Refer to' ALPINE 11 not be re ;Donsible for any deviation from this drawin ,a failure to build the „ t,wm,,,,,n T. installation and bracing f trussesA Seal on this dr wiXp or over page itenineeringresponsibQlit solely for the desi n shov 7n. he suitability 2400 lake Orange Or. ibilit) of the Building OesigrterperANSI/iPl 1 S c.2. Suite t5o 4LPINE: www.aipineitw coma TPI, www.tpinst.org; SBCA. www sbdndustry cam; I_CC:.www.xcsafe erg Orlando FL, 32837 Job Numbe Pty. SEON' TEENSLORr. N333547 I Q y: 1 I FROM: ALSO / TS /HIP_ Dr No O97. 18R 0.29886 50045 1 Truss Label: HJS P6*6 1'5° 7,0"2 7'0" 2 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std' ASCE 7-10 TCDL: 17.00 Speed, 150 mph BCLL• 000 Enclosure: Part. Enc. BCDL: 10.00 Risk Category. II EXP. C Des Ld: 47.00 Mean Height: 15.00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24.0 " C&C Dist a. 3.00 ft Loc. from endwall: NA GCpi: 0.55 Wind Duration- 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SIP #1 Bot chord 2x4 SP #2 N Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4-11-8 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 (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: INA 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)• 0.007 D HORZ(TL): 0.016 D Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.711 TPI Sid: 2014 Max BC CSI: 0.361 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s)- WAVE VIEW Ver 17.02.02A.1213.21 m 1110111 H 3 011111 GE ••SF'c y' o. 708 1 off SAT O • Q COA 0+iVA1 p•' 90.1 1 04/09/2018 L Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W 8 315 /186 /- /- /- 110.6 D 83 /- /28 /- /- 11.5 C 275 /191 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 0 Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS hare extreme care in fa ricating hh ndlin9 shiapin ingtalling and bracip. Refer to and fellow the latest edition of BCSI ((BuildingfSfetyInformation, by TPI anC'S CA) fbi safety pgiactices pnor to performing these functions. Installers shall provide terhporarBSt. Unless noted otherwise,top chord shall have proDerN attached structural sheatrying and bolt2rtl Chord ghall hav a pro erYvaidcedingeLocationsshownforermanentlateralrestraint6fwbsshallhavebradoqn8lalledaerSCSIsections $3. 7 or B10sle._ Apply plates to Each face. ofptruss and position as shown move and on the Joinrdetails, unless not othenNlse. Refer to failure to buildthe n r he suitability A ALPINE2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 40168 / T52 / EJAC Cust: R R8975 JRef: 1 W9X89750045 TEENBLOR Oty: 2 FROM• ALS DrwNo: 097.18 1340.30570 Truss Label: EJ7L I I I KM / OF 04/07/2018 C 12 11 8 4 4 p u7 N B N 3E5 A 9'4" D Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Pan. Enc. BCDL: 10.00 Risk Category: II Des Ld. 47.00 EXP. C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psi Soffit. 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 3) 0. 131'10.0", min toe -nails at top chord. Provide (2) 0. 131'k3.0", min. toe -nails at bottom chord. WARNING" REAI IMPORTANT" FURNISH THIS a division of any 0 RZ Snow Criteria ( Pg, PI in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Fit NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.018 D HORZ(TL). 0. 041 O Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.898 TPI Std: 2014 Max BC CSI: 0.585 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT.20( 0)/10(0) Plate Type(s): VIEW Ver: 17. 02.02A.1213.21 WAVE NJ;.•cEsF• aa 0.7108 1 os. SalpT O • COA lib7,QNaL a rllm" 0 04/09/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 426 1179 / 393 / - / 101 / 8.0 D 134 / 67 / 157 / - / - / 1. 5 C 228 /106 /141 /- /- /1. 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 3759 ALL CONTRACTORS INCLUDING THE INSTALLERS in;talling.and bracing. Refer to and follow the latest edlticn of BCSI (Buildin ractices poor to peno7ming these functions. Installers shall pro vidve terhporran v e properly att chs structuralheaqinandpett2rrlchorct%nsQ3, B7 oroei0 restraint bf wbobs shall havebunrUnstied1rBCSIseasshownaboveandontheoinetails, un ess not otherwise. Refer to II npt be re6ponsible for any deviation from this h wintap1, failure to build the ibI , installatidngand bradng Gf tvWss sNA Seal on this draaw q or over page iliq 3 then6ui ding Desig% . AfNSIRPdisian hovTn. hesuitability LPINE www.eipine,tw.cam, TPI www tpinz1 are; S8CA: www sbdndustry.cem, ICC: www.tw81 ALPINE m ffwm11161F 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 JobTEENBLORr N333547 I y: 4 I FROM: ALS 9 / T77 / JACK KD OrwNo. 097.18.13404 89850045 Truss Label: CJ5L 12 C 4 p T 11'0"3 M 5 D Loading Criteria (pin TCLL- 20.00 TCDL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 000 Load Duration- 125 Spacing: 24.0 " 1, 4'11"4 4' 11 "4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: 11 EXP: C Mean Height: 15.00 tt TCDL: 4.2 pst BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4 50 fl GCpi- 0 55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pr in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc L/de8 L/q Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.006 D HORZ(TL): 0.013 D Code / Mlsc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.391 TPI Std: 2014 Max BC CSI: 0.278 Rep Factors Used. Yes Max Web CSI, 0.000 FT/RT.20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.02A.1213.21WAVE H. o. 708 1 t,0i SAT O Q COA ili'i 7, ANAL tea,• ittralptlM' 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fatldcatinq,h_andling, shipping, inStallinq_and bracinq. Refer to and follow the latest i a division of any Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 / 136 1305 / - / 75 / 8.0 0 93 / 46 / 107 / - / - / 1.5 C 156 172 / 96 / - / - 11.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Rearing B is a rigid surface Bearing 8 requires a seat plate. Members not listed have forces less than 3759 of ALPINE 6 ff*c YMMI 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job TEENSLDRr N333547 I Oty: 4 I FROM: ALS 0 / T76 / JACK 1KDsN/ O97.18R340.31 098 5 Truss Label: C.J3L I 12 4 C 2X4(A1) T Zh 2'11"4 1, 2' 11 "4 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pr in PSF) Deft/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure. Part Eric Lu. NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D Des Ld: 47.00 EXP: CflMeanHeight: 15.00 HORZ(TL). 0.002 O - - NCBCLL: 10 00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.185 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max SC CSI: 0.091 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.65 Plate Type(s): VIEW Ver. 17.02.02A.1213.21WindDuration: 1.60 WAVE Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Sot 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 (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0 min. toe -nails at bottom chord ZN 0.1,08 1 6 t • COA h IYAI. „p INS 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 10'4"3 9t4" Maximum Reactions (Ibs) Loc R /U /Rw, /Rh /RL /W 8 242 / 96 / 225 /- / 50 / 8.0 D 51 /26 /60 /- /- /15 C 82 /39 /49 /- /- /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 8 requires a seat plate. Members not listed have forces less than 375# pin , metalling and bracing. Refer to and fellow (he latest edition of BCSI Bu t in ractices prior to perioimIng these functions. Installers shall provide terhveproperlyattacheds(ructural sheathing and bott2rr hord $hall av a !ral restraint 8f webs shall havebjdnoanstalied pfr BG I sec ions p'3 87 tion as shown above and on the oin a ils, un ess not otherwise. Refer to ALPINE shall net be resaonsible for any deviation from this drawina,a failure to build the Pping, installation and braclng Gf truss sA seat on chi dr3wiXg or over page 2a00 Lake Orange Drdnalqen. g%yerinq resggonsTbilgity so ely for the deshn shovlTn. he suitability g onsibili o the t3uildih Desi rter erANSUTPI 1 c.2. Suite 150 as, ALPINE: www al ' eev.eom• TPI: www tpinsta .SaCA- www.sbeindus cam ICC' www iocarife.org Orlando FL, 32837 Job NumbeTEENBLDRr N333547 I Qty. 4 I FROM: ALS 1 / T48 / JACK I KU No: 097 18R134 3102398 5 Truss Label: CAL Loading Criteria (psp 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 " 12 4 C B T 9'8"3 7"l 1-ti ss q - 914rr D 2X4(A1) 1, 11 "4 11 "4 Wind Criteria Snow Criteria (Pg,Pf.n PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg' NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Part. Enc. Lu: NA Cs: NA VERT(TL): NA Risk Category- II Snow Duration: NA HORZ(LL): 0 000 D EXP: C HORZ(fL)' 0.000 C Mean Height, 15.00 ft BCDL: .2 psf Code / Misc Criteria Creep Factor. 2.0 5BCDL:.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.160 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.021 C&C Dist a: 3 00 ft Rep Factors Used Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi 0.55 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17 02 02A.1213 21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C1f,C member design Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord IMPORTANT" FURNISH THIS of Pi 1, or for r acceptance any sructure kZc I a• SAT O 9t0 .••.;c( .•. 4 IONA 04/09/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 191 /95 /182 /- /26 /8.0 D 7 /16 /21 /- /- /1.5 C -21 /33 /26 /- /- /1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.6 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing 8 requires a seat plate. Members not listed have forces less than 375# ALL CONTRACTORS INCLUDING THE INSTALLERS in8talling,and bracing. Refer to and follow the latest edition of SCSI (Buildingg ractices pnor to performing these functions. Installers shall parovide tern rarY e property attached structural shgathin and bpott2nlghordct$hallll h 3ve roo0e Y estraint 6f wgbs shall have braunqq ns led r eC se a 810 as shown above and on the Joinf etails, unless noted otherwl5e. Refer to II not be re 8 nsi le for any deviation from this drawing a failure to build the ipp, ins allatand bracing f trussesA seal on thl8 tlrBwrXg or over page i! egnynggrin resporwsibQlity solely fo the des„gn shoMTn.he suitability ALPINENE mmwcore+n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 40172 / T74 / HIP_ Cust• R R8975 JRef 1 W9X89750045 TEENBLDR pry. 2 FROM. ALS DrwNo: 097.18.1340 30071 Truss Label: HJ7L I I KM / WHK 04/07/2018 65"15 9110"1 65"15 4'4"1 D 2.83 pp T 118"3 a 2C4 V B 04 s A +Gl 4„ FE Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Sid ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL• 0.00 Enclosure: Part. Enc. BCDL. 10.00 Risk Category: II Des Ld 47.00 EXP. C NCBCLL: Mean Height- 15.00 It 0 00 TCDL: 4.2 psf Soffit: 0.00 BCDL. 5.0 psi Load Duration. 125 MWFRS Parallel Dist- 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 fl Loc. from endwall: NA GCpr 0.55 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. Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0.162'k3 5", min toe -nails at bottom chord. 9111,10 1 8-7 9111,10 1 9,1041 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): 0.041 C 999 360 Lu: NA Cs NA VERT(TL)- 0.152 C 999 240 Snow Duration: NA HORZ(LL): 0.007 F - - HORZ(TL): 0 017 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0 720 TPI Std: 2014 Max SC CSI: 0.740 Rep Factors Used: No Max Web CSI. 0.402 FT/RT 20(0)/10(0) Plate Type(s) VIEW Ver: 17.02.02A.1213.21WAVE 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 495 /276 /- /- /- /10.6 E 439 /126 /• /0 /0 /1.5 D 283 /222 /- /- /• 11.5 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 ngid surface. Bearing G requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp B-C 653 -1012 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp B - F 979 -619 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 652 -1032 Work COA 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quve extreme care in fa ricatin9, hh ndling9, shiDpppm , in$talling and bracing.. Refer to and follow the latest edits n of BCSI (BuildingtSafetyInformation, by TPI and S CA) fi5r safe racbces prior to performing these functions. Installers shall provide terhporarya1. Unless noted o erwIse,top chord shall h ve properly attached structural shgathing and bottorrl 11ord ghall hav a pro a lr yidceilingLova6shownforDemlanentlet@ralrestraintbfwebsshallhavebra8an9g installed per BCSI sections 153, 7 or 10, e. AppTy_platgs to Bach face, of WSs and position as shown above and on the Join etads, unless noted otherwise. Refer to i m 1, or for r acceptance any sructure failure to buildthe n. 4fhe is ALPINE NEafrwo. wrn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 64584 / T6 / EJAC Cust: R R0975 JRef, 1 V49XB9750045 TEENSLOR oty: 12 FROM: ALS DrwNo. 097.18.1340.32068 Truss Label: EJ7A I I 1KM / OF 04107/2018 Loading Criteria (pst) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 SCOL. 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing- 24.0" Lumber 1'0"8 6' 11"8 6'11"8 Wind Criteria Wind Std: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.56 It TCDL: 4.2 psf BCDL- 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration. 1.60 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP # 1 Bot chord 2x6 SP # 2 N Lt Slider 2x6 SP # 2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131" x3.0", min. toe -nails at top chord. Provide (2) 0.131 " x3.0", min toe -nails at bottom chord. 24'3"4 in c 20'0" 12 Snow Criteria (Pg.Pt in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pt: NA Ce: NA VERT(LL): NA F 428 / 132 / 341 / - / 202 13.5 Lu: NA Cs. NA VERT(fl): NA E 148 123 / 116 / - / - / 1.5 Snow Duration- NA HORZ( LL): -0 105 C D 240 / 174 / 142 /- / - / 1.5 HORZ(rL): 0.173 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 6th. ed 201 Max TC CSI- 0,721 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.298 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.131 Bearing F is a rigid surface. FT/RT:20(0)/ 10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17. 02.01A.1115.21 Chords Tens.Comp. B - C 416 -642 R i a3, i;•• GE SF 06 -, o. 708 1 ae• S T O COA #0'!r 04/ 09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fa tins, h 4dlin9, shi0pm , installing and brawn.. Refer to and follow the latest edition of OCSI (8 Win ormation, by TPI and S CA) fOr safe ractices poor to performing these functions. Installers shall prove tech orarYg less noted o erwisfe,top chord shall have property attached structural shgathing and bott%r chord 411all ave a prro2erN vocations shown for Dermanentlateralrestintbfwebsshallhavebrac)ng installed por SCSI s chons 43, 87 or 810 pates to each face_ of truss and position as shown above and on the Joint Details. unless note otherwise. Refer to for any failure to buildthe or ' hesuibility ALPINE NE awoti v+rc 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 f Job Number. N333547 Ply: 1 SEON: 54586 / T8 / EJAC Cust: R R8975 JRef: 1 W9X89750045 TEENBLOR Oy: 8 IFROM:ALS DrwNo: 097.18.1340.32069 Truss Label: EJ3A I I KM / DF 04/07/2018 Loading Criteria (psf) TCLL: 20.00 TCDL• 1700 SCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " 1'0"8 1 2'11"8 211 "8 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP. C Mean Height: 21.56 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'k3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg. NA Ct' NA CAT: 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 E 22'3"4 io V 20'0" 12 Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(fL): NA HORZ(LL): -0.009 C HORZ(TL): 0 012 C Creep Factor: 2.0 Max TC CSI: 0.352 Max SC CSI: 0.048 Max Web CSI: 0.010 VIEW Ver: 17.02.01A.1115.21 j,GE Sic No.7.08 1 t as• S ATWOCOA # oaCp,"'• 04/ 09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 241 / 74 / 203 / - / 97 / 3.5 E 60 /6 /46 /- /- /15 D 97 / 76 / 55 / - / - / 1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Srg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabncatin9, h 4dlingg, shiDpin , installing and bracing. , Refer to and t9llow the latest edition of BCSI (IBu'Idin omponengt Safety Information, by TPI and S CA) fbr safety ractices prior to performing these functions. Installers shall provide terhpora braan9 Dpeer BCSI. Unless noted olherwlse,top chord shall h ve pro a attached structural sheathin and bolt Ord nall have pro e attach yq'd celllna. Locations shown for permanent lat ral restr dint f webs shall have braan9 nsg alled er rt1 cSlhsecbons Q3, e 1 , asap111ICaelilleApTylateestoachfaceoftrussandpositionasshownaboveandontheJolnoetails, unless noted otherwise. Refer to dreWAS 160A-Z tSr siantlard plate positions ALPINE AeAlppine, a division of ITW Buitddl'n4CComventsg Gr)rDp Ine.,sh II not be red nslple for an deviation from this r8win ,a failure to build the t-n In ntormance with AN51/iPl 1 Por for handliA(L shipping, instBllat and braclnp yof trussesA Seal on thi dr wirlqq or over pagge@ 2a00 Lake Orange Or. n listing this drawing indieates aecep ance f proTessionar en ineerin re§ponsTbilit solery for the desgn shovin. Ffhe suitabili 9 and ise of this drawing for any struetureQs the responsibilit of the uildmg Desigrfer pefANSI/iPl 1 SSc.2. Suite 150 For moro intormauon tee tNa 'ob'a enarol rated ara ineaa web aired: ALPINE. www al 'neitw cam TPI: www. ' st.a SBCA: www tbdndus .coin• ICC: www.ittaaleArg Orlando FL, 32837 f Job Number. N333547 Ply: 1 SEON: 54588 / T18 / JACK Cust: R R8975 JRef: 1 W9X89750045 TEENBLDR Oy: 6 FROM: ALS DrwNo: 097.18.1340.32550 Truss Label: CJSA I 1KM / DF 04/07/2018 Loading Criteria (ps() 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 " 7 0 1 f— 1,0"8 1 4'10"12 4'10"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure, Closed Risk Category- 11 EXP: C Mean Height: 22.05 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'14.0", min. toe -nails at top chord. Provide (2) 0.131"4.0", min. toe -nails at bottom chord. 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 23' 2" 14 o_ V n ih 20' 0" 12 Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(fL)- NA HOR2(LL): - 0.045 C HOR2(TL): 0.071 C Creep Factor. 2 0 Max TC CSI 0 489 Max BC CSI: 0 137 Max Web CSI: 0.056 VIEW Ver: 17.02.01A.1115.21 H. Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W F 330 / 101 / 268 / - / 147 / 3.5 E 103 / 15 /81 /- /- /1.5 D 167 1 122 / 98 / - / - / 1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Big Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# at• S A ao % NA1. co nittma11ifill04/09/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes refiqre extrejne care in fabricating, h ndlin9, shipppin , ingtalling and bracing.. Refer to and f911ow, the latest edition of BCSI (Buildin omponenf Safety Information, TPI an S CA) fbr safety raGlces p,or to performing these functions. Installers shall provide tern ra bracingg peerBCSIUnlessnotedbovlherMse,to chord shall have roper' attached structural sheaMin and bolt4rr chord Hall av a;rooQe attach bar'9id Mina. Locations shown for ermanent lateral rests nt 6f webs shall have br8an ins 4illed per BCSI sections 43, 7 or 81 as applical2aApfpTvepliteestoeachface, ottrruss an a position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-2 forstandard plate positions. Alpine, a di ision of ITW 8 itd'ni4CCom vents5 Grp0 pInC shall not be responstple for an deviction from this drawin an failure to build the ttruss in nvf rmanae with tllTPl 1 o for hanOlilrt shipping, InstBllatldn and bratting y0f trussesA Seal on chin dr wiXq or over pai ge ili 2400 Lake Orange Dr. IisGn thistlorawin9indteatesacceDanefProTesslonarenineerin9reonsibilitysolelyforthedesinshovJn.he su tab Suite 150 and seofthisdrawingforanystruetureQstheresponsibilitoitheBuildngDesigAerpefANSUTPI1Se.2. ty For more mtormatan ace this oD's neral natea a e and inane web sites• ALPINE• www.el mertw.eom• TPI: www inst or , SBCA www abrirMus .00m• ICC: www.iwalaWo Orlando FL. 32837 f Job Number. N333547 ply. 1 SEON. 54590 / T16 / JACK Cust: RR8975 JRef: 1MX89750045 TEENBLDR Oty: 6 FROM: ALS DrwNo: 097.18.1340.32348 Truss Label: CJ3A I I I KM / OF 04/07/2018 Loading Criteria (psf) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1,0„8 2'10"12 2'10"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: 11 EXP: C Mean Height: 21.55 R TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot Chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind bads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s)- WAVE C 7 0- 22'2"14 0 N 20'0" 12 Deft/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) NA VERT(TL): NA HORZ(LL). -0.008 C HORZ(TL): 0.011 C Creep Factor. 2 0 Max TC CSI: 0.337 Max BC CSI: 0.045 Max Web CSI: 0 008 VIEW Ver: 17.02.01A.1115.21 N H. r.I P*Go E --' Maximum Reactions (Ibs) Loc R /U /Rw, /Rh /RL /W F 238 / 73 / 201 / - / 96 / 3.5 E 59 /5 /45 /- /- /1.5 D 94 /75 /53 /- /- /15 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Big Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 3759 0.708 1 ' 7, SAT O 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme dare in fabri tine, ha tdlin9, shiupin , in;lalling,and bracing.. Refer to and follow the lalest edition of OCSI (Building omponengtSafetyInformation, by Tt na SBGA) rbr safe ractices pnor to performing these functions. Installers shall Dprovide tern orarY bracinerBCSI., Unless noted olnerwlse,top chord shall hit property attached structural sheathing and bott4rtl chord Wall av a 4o e attach ri id ceilin Locabons sh n forpermanent lateral restraint bf webs shall hav br an ns[811ed r BCSI lions 3, 87 or 1 as apnpllptl e. App ley plates to each face of in and t ' f ? seco drawi gs 180A-Z igr standard plate positions. position as shown above and on t e otn etails, un ess noted otherwise Refer to' ALPINE Alppine, a division of ITW B itdd'nQCCom Hantss Gro0upp In ..shall n t be reSaonslble for an deviation from this drawls an failure to build the mawc tN mnfonnancewith %NSIIIfPI 1 Por for hantl1,Aa shinpina, Installation and bracng yCf trussesA seat on thi dr wir 9g or over pange 2400 Lake Orange Dr. listen9g thhdrawingindicatesacceptanceofprolesslonarenineerinqresponsibilitysoleNforthedesi9anshovt7n. 4The sui[ability 9 and Ose of this drawing for any structure is the responsibilit of the Building Desigr(er peIANSUTPI 1 S8c.2. Suite t50 for moro mformobon see this' b'a general notes page and these web aitaa: ALPINE: www.al 'nenw cam: TPI: www t inst or : SBCA: www.abeindus .com• ICC: www.icesate org Orlando FL, 32837 Job Ply: I TEENBLDR Number N333547 I Oty: 10 I FROM- ALSO / T17 / JACK I KM No R 7 18R 04W90309850045TrussLabel: CJIA Loading Criteria (psi) TCLL: 2000 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " 12 6 F, C III 2X4 217"14 T B o f v A N Cn o 20'0"12 E D 1'0" 8 1 10"12 10"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP: C Mean Height: 21.05 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 #2 N Rot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min, toe -nails at bottom chord. Snow Criteria (Pg,Pi in PSF) Pg: NA Ct: NA CAT: Nf PP NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.000 8 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL). -0.000 B - - HORZ(TL): 0.000 B Creep Factor 2 0 Max TC CSI: 0.202 Max BC CSI: 0.008 Max Web CSI: 0.133 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W E 172 1101 /183 /- /- /3.5 D 18 /- 113 /- f- /1.5 C -12 /45 /42 /- /46 11.5 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. Members not listed have forces less than 3759 Maximum Web Forces Per Ply (Ibs) VIEW Ver. 17.02.01A.1115.21 Webs Tens.Comp. B - E 446 -169 N. , •cE sF ., o. 708 1 SAT O 10 COA #o Z74Y ' NAL ,o warrNn w 04/09/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' non as shown above ana on shall not be responsible for a end INSTALLERS Ow the lasest edition of ¢CSI (Buildin is. Instal ers shall provide tern ra nd bottartl chord ;hall ha v 10 ledperBCSIsecbonsQ3, 9 or Bt t, unless notes otherwise. Refer to his rawir g aitAvgfailure to buildthe e i Ihoviin r he suitability AIPL NE umvoawn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 IJob Number. N333647 Ply 1 SEON: 54528 / T39 / HIP_ I Cust: RR8975 JRef: IVIJIM9750045 TEENBLOR pry: 3 FROM: ALS DrwNo: 097.18.1340.31508 Truss Label: HJ7A I KM / DF 04/07/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NC13CLL: 0 00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " I0 4' 11 "7 919"5 4' 11 "7 41" 15 D 24712 12 4.24 p 04X4 C N in C goo X4 A nu 20'0' 12 Ip3X6 It2X4 1112X4 =4X4 E 1 4"6 44"3 7"7 1'4"6 4'9"11 9'1"14 9'9" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height. 22 55 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 NA GCpi: 0 18 Wind Duration. 1.60 Lumber Value Set: 1313(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 Loading Hipjack supports 6-11-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide hanger or special connection at top chord. Provide hanger or special connection at bottom chord. IMPORTANT" FURNISH 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 Pf: NA Ce: NA VERT(LL): 0.044 G 999 360 1 496 / 243 I - / - I - Lu: NA Cs: NA VERT(TL): 0.168 G 999 240 E 403 / 90- Snow Duration: NA HORZ(LL): -0.019 D - - D 333 / 216- HORZ(TL)- 0.046 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 1 Min Big Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.939 E Min Big Width Req = - TPI Std: 2014 Max BC CSI: 0.933 D Min Big Width Req = - Rep Factors Used: No Max Web CSI: 0.359 Bearing I is a rigid surface. W 4.2 1.5 11.5 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s). Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. B - C 268 -651 04/09/2018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS the lasest edition of PCSI f6uildingg Inst2arl eCrs shall Drovider ternporarYpertSCSIsdections $3 87 orinessnoteotherwise. Ae130feer toy Alpine, a division of ITW.Building_Components Group Inc shall not be responsible for any deviation from tl any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp H - G 594 - 241 G - F 592 - 245 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. B - I 329 -689 C - F 280 -677 B - H 652 - 273 on failure to buildthe n. he sua9e ility A IPL NE m ffwmWIJM2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe TEENSLOR r. N333547 I ry. 2 I FROM: ALS 3 / T2 /HIP_ I KM No: R097.518.R1340 : o9850045TrussLabel: HJ3AOF f ---- 1'5"11 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCOL: 10.00 Risk Category: II Des Ld:: 47.0DesLd: 47.00 EXP. C Mean Height: 21.55 It 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: NA GCpi: 0.18 Wind Duration: 1.60 Value Set: 138 (Effective 61112013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11.0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3 0", min. toe -nails at bottom chord. D 4'1"7 4'1"7 22'3" N iA V 20'0"12 Snow Criteria (Pg,PI 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 PC NA Ce: NA VERT(LL): NA F 202 / 120 / - / - / - 4.2 Lu: NA Cs: NA VERT(TL)- NA E 26 /- / 12 / - / - 1.5 Snow Duration: NA HORZ(LL): 0.001 C 0 70 142 /- / - / - 1.5 HORZ(TL): 0.002 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.360 E Min Brg Width Req = - TPI Std. 2014 Max BC CSI: 0.023 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.001 Bearing F is a rigid surface. FT/RT-20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 WARNING" READ AND FOLLOW ALL IMPORTANT— FURNISH THIS DRAWING TO ALL C a division of any 1'•',GgoE SF : < 10 708 1 SW'J! 0 N AILL 04/09/2018 N THIS DRAWINGI ORS INCLUDING THE INSTALLERS racing. Refer to and follow the latest edition of ALPINE H ff*o YMIM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Vlnd Speed, 30' Menn Height, Enclosed, Exposure D, Kzt ea 1.00 fl- tin M. 1Jewd CwwaA on• Y--- uwlwa i OwrLl-11 .. r------ J - n ,• - , nn CCpl 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' grace 1) 2x4 'L' Brace is 2) 2x4 'L' Brace 1) 2x6 'L' Brace in 2) 2x6 'L' Brace we Group A Group B Group A Group 8 Group A Group B Group A Group B Group A Group B J d U Q Zk S P F HL F a2 3' 8' 6' 3' 6' 6' 7. 5• 7' 8' e' 9' 9. 2' It' 7' 12, 0' 13' 9' 14' 0' 83 3' 6• 5. 5' 5' 9' 7' 2' 7. 7' e' e' 9' 1' It' 3' It, it, 13' 71 14' 0' Stud 3' 6• 5' 4' 5' e' 7' 2' 7' 7• e' e' 9. 1' 11' 2' It, It, 13' 7' 14' Of Standard 3' 6' 4. 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' P 14' 0' S P D F L pl 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' e' I1' 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' R2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 1 8' 9• 9. 2' 11. 7' 12, 0• 13' 9' 14' 0• k3 3' 7' 4' 10' 5' 2' 6' V6' ill e' 9' 9. 1• 10' 1' 10, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' S' 2' 6' 5' 6' 11' 8' 9' 9' 1• 10, 1' 10, 10, 13' 8' 14. 0' Stnndnrd 3' 3' 4. 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12, 2' 13, 0' U L QJ a1 U O a S P F LJ Ffl 81 / M2 4. 2' 7. 2' 7. 5' e' 5' e' 9• till 1' 10' 6' 13' 31 13' 9' 14' 0• 14. 0' 83 4' 0' 6' 7' 7' 5' 8' 4' e' 8• 9' 11' 10' 4• 13' 11 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' I1' 10' 4' 13' V 13' 7' 14' C' 14' 0' Stnndnrd 4' 0• 5' 8' 6' 0' 7' 6' 8' 0' 9' ll' 10' 4' 11' IO' 12, 8' 14' 0' 14' 0' P D F L 1 45' 7' 3' 7. 6' 8' 7• e' 11' 10, 2• 10' 7' 13' 5' 13' 11• 14' 0' Ill. 14' ' 02 4' 2' 7' 2' 7. 5' e' S. e' 9' 10, 1' 10' 6' 131 31 13' 9' 14. 0' 14' 0' 83 4' V 5' 111 6' 4' 7' 11' B' 5' 10, 0' 10' 5' 12, 5' 13, 31 14. 0' 14' 0' Stud 4' V 5' 11' 1 6' 4' 7. 11' B' S. 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' l4 0' Standard 4' 0' 3' 5' 7' 7' 0' 7' 6' 9' 5• 10' 2' 11' 0' IL' 9' 14' 0' 14' 0' L7 X d U O i S P F LJ F flNL / # 2 4' 8' 1' 8' 2' 9' 4' 9' e' to 1' 11' 6' 14' 0' 14' 0' 14' 0' 14. 0' k3 4' S' 7' 8' 1' 9' 2• 9' 6' to, 11' 11' 5' 14' C' 14' 0' 14' 0' 14' 0' Stud 4. 5' 7' P618' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 5' 6• 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0• 14' 0' 14' 0' P D F L 81 4' 10'' 9' 1' ' 11' 8' 4' r14' 0' 4' ' 14' 0' 82 4' 8' l' e' 2' 9' 4' 9' 8' It' Il 11' 6' 14' 0' 14' 0' 14' 0• 14' 0' 83 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 0 14' ' 14' 0' 14' 0' 14 0' Stud 4' 6' 6. 10' 7. 3' 9' 1. 9' 7' 11' 0' I 11' 6' 1 14' 0' 1 14' 0' 1 14' 2- 1 14. 0' Stnndnrd 4' 5' 1 6' V 6' 5' 1 8' t' 1 8' 7' 1 10' It' 1 11' 5' 1 12' 8' 1 13' 7• 1 14 1 14' 0' Ahout L able Truss Diagonal brace option vertical length nay be T doubled when diagonal tB• brace Is used Connect L Idiagonalbracefor6902L• f ateachendNowweb8cetotal length Is 14'. 2x6 DF-L 12 or better diagonal tilt f(f Vertical length shown bracti B' In table above. 45' or double cut as L 1 shown) at es • r Lipper and Connect diagana at e eagp 4 midpoint of vertical web. 14& Refer, to chart ove OOr M x e rt l n w vAFAMO READ NO id).Ov All wn ON Ties DRAVDtfI MemAt( Te FRNM 11132 DRAWM TO Ml PA(iRACTOIE DOJmOG TIE DWAUJIM C • Trusses feVV"s owt wne c•rw h PawricatNp, handhR, tut•Ub and Ref • Pallas tte latest KU tluldng Canporrnt Lgty i fifteenofIerwativpYyTPI •M ENG) 1•r wetlees prior to per# ahp tlrp P• Installers tlWl provlay tfporary bra p • wn road eVrrwef, top chard shall have attached sbretu.al see Uw = e O pia" Y Installedshill haveAproperlyattaesedreseedcollets.collets.Locations shown for pe Lateral,weeLateral, "ate weiY shell haw Beh r•RInstalledper BSI sect6ru tl. 1117 or 110, as apptloesle. Appel yy plat" t f ® S T O • se • doftrues •re wee" " shown •bete and an the Jaht betas, wen rated otharalsf. y plate Rffwtotro•hps Iso fTV aR• AN R1M/>7MM14Y lodr standard fprmpltplon• tps a y faon al ,ee to did W trustIn eanPe kneeNtlshall roM6tnPIL. utl or °a ny, aY Aatlen q• •h4Pq. e `a a• a...••••• w•e"* e of trusses. A seal on fief dmahe tr eswfr page Os1hR sloe alma eu. w - ton acseptaroe of preffsslaW I f Io1yAi„ 13723% MathOfte1111suueryYewe erw ps hty sdely Per eft sheen The svfahlNy and else of cps d•aeltp r: any sbuchwe ee tw ius.o wsw- ANst/1P1 l nore>pawRty plot I SasB kfOf tgtt Me lullHaVtf.l)/Ol D]0a] Par were Mernsteen see ads p's •enfw roll. •re these web sotto ALPdfi weowe TPn an. S1CA. www tCo tawJoesaq rnA /2018 Bracing Group Species and Grades - Group Pee S nice - Pine -Fir Hen -Fir 01 / 02 IStandard I s2 Stud 03 Standard 03 StudDoulees Fle-Larch Southern Pine 03 43 Stud Stud Standard Stnndnrd Group Be Hew -Fir MI L Btr N1 Dou ins Fir -Larch Southern Plneses NI Nl 02 1N2 lx4 Braces shall be SRB (Stress -Rated Board). sKFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group Ill values naybeusedwiththesegrades. Gable Truss Detail Notesl Vied Load deflection criterion Is L/240. Provide uplift coroleetlons for 125 plf over continuous bearing ( 5 psf TC Dead Load). Goble end supports load from 4. O' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) nn0s. X For( 1) 'L' brace- space naps at 2' o.c. In 18' end zones and 4' o.c. between zones. iKWar• (2) ' L' braces, space nails at 3' oc. In 18' and zones and 6' o.c. between zones. L' bracing must be a ndn4tun of BOIL of web member length. Gable Vertical Plate Sizes Vertical Len th I No Splice Less then 4' 0' 2x4 Greater than 4' 0', but 4.4 less than Refer to common truss design for peak, solce, and heel plates. Refer to the BuOdblg Designer far conditions not addressed by this detal. TOT, LD. 60 PSF SPACING 24. 0' F ASCE7- 10-GAB16030 TE 10/ 01/14 WG A16030ENC101014 IT Relnfai Ment Go Tr Gable Detail Fnr I Pt -in VPrtir-nl< Goble Truss Pla pproprlate Alpine gable detail far- e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X44_-'2X8 rroviae connections For uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Mallsr 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nallsr IOd 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-OS Gable Detail Drawings A13015051014, A1201SOSIO14, A11015051014, A1001SOS1014, A140150S1014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable DetoO Drawings AIISISENC101014, A12015ENCLO1014, A14015ENC101014, A1601SENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDIOIO141 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030ENDLO1014, A 1014 SI1515ENC100815, S12015ENC100815, S1401SENC1008 S18015ENC100815, S20015ENC100815, S20015END 15 100Q1,`, S11530ENC10081S, S12030ENCI00815, S14030E 091 S18030ENC100815, S2003CENC100815, S2003 •1Pw5 See appropriate Alpine gable detail for max Ft wlnf ced ga le a tl O. Ta08 1 T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe -mil - Or - N, End-naa 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 Example. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft. Kzt - 1.00 Goble Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 Brace Increase (from Above) = 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 19 T' Relnf. 'T' Mbr, Size Increase 2x4 30 % 2x6 20 THIS allWDO wwrimm(t n wAv id TToo°AliA11maRwmiwim s Dcunm TTw naT * t ; = REF LET -IN VERT Trusses reWn extreme care #A tole tine. I ndit. sl iy hstalWtp erd wvbo Rotor end • T A GROW the tdtest erettan Of W.Sl asap Carporwnt salty triiorrotlon, by tPt end SWA) for fety S rAl 0 • 8 DATE 10/01/14 pprram.. prt•r to perinrNq tlwe. fvnctlens. Gwky at cine grade a er•dr p per DRWG GBLLETIN1014 UMenratedotlwr.y G top lard skill co o property dwen for perm ursl a irq end : t ALh n shall haw •property etmdwd Meld cMp LocetNrw shoes Ior penwront lateral restreYrt o e e • C_ d 1 o f sMtl haw trndrip Mien Installedper oloo emd an 23. RT or Rs0.t ss npp ss no dApplyot plates to endi • IIEoftrussandp16OasshosnaboveendtotMJointOetots. dess rotW otherwise. ab se R• Ier to dra 16M-z far sterNerd Ptna Potltlens •-•......••• Alow, a &.1sior of RV IhA&Vp Conponents Group Inc. shalt not be respensmte fo1r arty deNstlon f ANRW MPANY tJdf baee - arry /Kure to im" the tws ti cadanwKe GM AIdInpI 1. or Iar heMup, sl pbtp, staaatlan a bracov of trusses. ;; pNA1. N t` MAX. TOT. LD. 60 PSF A soot on uds draeMe ar C"W Pape t tft !Ms droehp, bwkates aoceptenoe ar professtswl zoelneetw DUR. FAC. ANY1372M RHerpon\ Onve rw m 1yr solely for ffr dep8 sMen The ounwalty end use of two draWa /LpSuite%200foranysernrehevtot)w responWMY of • Budd' g Deslprrr per A16VIPI 1 see8 OA #eY)'tS/2018 Meyurtd\ Heghts,\MO\83043 far roro Information ee• aw pws o«wrel mates art thou web Meo MAX. SPACALPeW. seesdtetamliPGwww. 1 S1YJv sew ICO eeeAxsafe THIS allWDO wwrimm(t n wAv id TToo°AliA11maRwmiwim s DcunmTTw naT * t ; = REF LET -IN VERT Trusses reWn extreme care #A tole tine. I ndit. sl iy hstalWtp erd wvbo Rotor end • T A GROW the tdtest erettan Of W.Sl asap Carporwnt salty triiorrotlon, by tPt end SWA) for fety S rAl 0 • 8 DATE 10/01/14 pprram.. prt•r to perinrNq tlwe. fvnctlens. Gwky at cine grade a er•dr p per DRWG GBLLETIN1014 UMen rated otlwr.y G top lard skill co o propertydwen for perm ursl a irq end : t ALh n shall haw • property etmdwd Meld cMp LocetNrw shoes Ior penwront lateral restreYrt o e e • C_ d 1 o f sMtl haw trndrip Mien Installed per oloo emd an 23. RT or Rs0.t ss nppss no dApplyot plates to endi • IIE of trussandp16OasshosnaboveendtotMJointOetots. dess rotW otherwise. ab se R•Ier to dra 16M-z far sterNerd Ptna Potltlens •-•......••• Alow, a &.1sior of RV IhA&Vp Conponents Group Inc. shalt not be respensmte fo1r arty deNstlon f AN RW MPANYtJdfbaee - arry /Kure to im" the tws ti cadanwKe GM AIdInpI 1. or Iar heMup, sl pbtp, staaatlan a bracov of trusses. ;; pNA1. N t` MAX. TOT. LD. 60 PSF A soot on uds draeMe ar C"W Pape t tft !Ms droehp, bwkates aoceptenoe ar professtswl zoelneetw DUR. FAC. ANY1372M RHerpon\ Onve rwm1yrsolelyforffrdep8sMenTheounwaltyenduseoftwodraWa /LpSuite%200 for anysernrehevtot)w responWMY of • Budd' g Deslprrr per A16VIPI 1 see8 OA #eY)'tS/2018 Meyurtd\ Heghts,\MO\ 83043 far roro Information ee• aw pws o«wrel mates art thou web Meo MAX. SPACALPeW. sees d tetamliPGwww. 1 S1YJv sew ICO eeeAxsafe Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ire 140 mph Wind Speed, IS' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n- IPA lank Vlnd cnas,w 1491 Mnww Lnalnk4 ow w41w11 .. C.. I -A C... -.ww n - - I nn S 2x4 Brace Gable Verticnl Spacing Species Grade No Braces 1) Ix4 'L• Brace 1) 2x4 'L' Brace 2) 2x4 •L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace on Group A Group B Group A Group B Group A Group A Group B Group A Group B n% U QHFu of S P F MI / k2 3' 0' 6' 7• 0' 7 P9'6- 12, e' 4' , 14' 0' M3 3' 8• 5' 9' 6' 2' 7. 8' 7' it, 9' 1' 12, 0' 12, 6' 14' 0' 14' 0' Stud 3' 8' S' 9' 6' t' 7' e' 7. 11' 9' l' 12, 0' 12. 6' 14' 0' 14' 0' Standard 3' B' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 10' 4' 11' 1' 14' 0' 14' 0' S P D rC L kl 4' 6' 7' 0' 8' 4' 8' 4' l 4' 0' 14' 0' 02 3' 10' 6' 7' 6' 10, 7' 9' 8' I' 9' 3' 9. 7' 12, 2' 12' 8' 14' 0' 14. 0' k3 3' 9' 5' 3' 5' 7' 6' 111 7. 5' 9' 2' 9' 7' 10, It, 11' e' 14' 0' 14. 0' Stud 3' 9' 5. 3' 5' 7' 6' 11' 7. 5' 9' 2' 9' 7' 10' 11• 11. 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' e' 11' 9' 8' 10' 4' 13, 1' 14' 0' U_ L 01 U O o rSPf H C1 pl / 82 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' It' 14' 0' 14 0' 14' 0' M3 4. 2' 7' V 7' 9' 8' 9' 9' 1' 10, 5' 10' 10' l3' 9' 14' 0' 14' 0' 14' 0' Stud 4. 2' 7' I• 7' 6' 8' 9• 9' 1' to, 5' 10' 10. 13' 9' 14' 0' 14' 0' 14. 0' Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8• to, 5' 10, 10' 12, 8' 13' 7' 14' 0' 14' 0' S P D F L pl 4' 7' 7' 7' 7' 11' 9' 0' 9, 4' l0' e' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' k2 4' 5' 7' 6' 7' 9' 8' 10' 9, 3' 10' 7' it, 0' 13, 11' 14' 0' 14' 0' 14' 0' 83 V 4' 6' 5' 6' 10' e' 6' 9' if l0' 6' 10, 11' 13' 41 14' 0' 14' 0' 14. 0' Stud 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 1 4' 2' 5' e' 6' 0' 7. 6' e' 0' to, 2' 1G' 10' 11' 10, 12' 7' 14' 0' 14. 0' d L7 X d U O a t SrPf LI Ffl M1 / 82 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 11 14' 0' 14' 0' 14' 0' 14' 0' p3 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' S. 9' 8' 10' 0• it' 6' 12. 0' 14' 0' 14' 0' 14' 0' 14' 0• Standard 4' 7' 7' 0' 7' 5' 9' 41 l0' 0' Ill 6' 12, 0' 14. 01 14' 0' 14' 0' 14' 0' S P D P L k1 S. 1' 8' S. 8' 8' 9' Ill 10' 3' Ill 9' 12' 3' 14' 0' 14. 0' 14' 0' 14' 0' k2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' ll' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' LO' 1' Ill 7' 12, 0' 14. 0' 14. 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' LO' 1' 11' 7' 12' 0' 1 14' 0' 1 14' 0' 1 14' 0' 1 14' 0' Standard 1 4. 7' 6. 6' 6' Ill e' e' 1 9' 3' 1 11. 6' 12' 0' 1 13. 7' 1 14. 0' 1 14' 0' 1 Abovt L able Truss Diagonal brace option. vertical length nay be T doubled when diagonal l8' brace Is used. Connect Ldiagonalbracefor6000L• at each end Max web Br ee total length is 14'. 2x6 W-L 02 or better diagonal r t Vertical length shown brace) single 8, INbttableabove. 45• or double cut as shown) at L 1 upper end onnect at a nldCtint ofdingonn verticalweb. Refer to chart WMIm@ RGg NO F11UN ALL MES ON flRS BRAWDIO noWMAIMIS f1s M TICS DRAWD42 TO ALL mRRACtOIS Ds1100f. TIE O(STALLEIlS2 Trussaw reelbv extreme ew k febricatblp, Irndhy dip ft meta 61 u d l.rRef t fallow the latest *divan of KU (bAdbp component Safety 7nfpwntlon, by TP) and RCAI P n prNr to perforaete U-se Aalctlons. InstoOes shell proMde eroC6a 1 ra assted atlrrwW, top eked shall haw properly attaChod StrUC'be'al shoo and haw 2' r sma a properly attnOlad rS Eya sueECYt 6pnsLoeatlone shown for per Mae lateral restrakt shall93, R7 or on applicaido.' motes to wo trysaaaMd O pe uobn afeshein above and on W .loht Details. u teu neto 19 plate peel(Nne. S Refer todm*W IWA-2 fea dr ANITWCX AFANY AIpM. • dMslan a1 ITV ds t1oatism folpenonta frvo Inc, sM6 roe be rwepnnaW Por y davlaM this drawke Add e,ryPJwtoAddthetruss A Dan/arwsnee wltll AllSt/TPt L or Ian haMalR ONA Installation a br 6a of trines. 1]72]\ RAe1poM OMw A Deal en thb drawee or cove Paso OstAp Ws rewAy Indicates acceptance of prafessfaW y f1r AeAlyn l R IlsuOw\200 fe y A16)/IM 1 Z@Cdof Maryland\ HeiphLL,\ MO%63043 For rare Afoenatlon ye t11N O's eorrrwl rotas M aro ehwee aeb aHee ALPDE totems TPh www 26GY wow. l [C6 www)ccsafe S ALE Bracing Group Species and Grades) Group AI S nice - Pine -Fir Hen -Fir RI / 02 Standors2 Stud e3 d Stutl R3 Standard Dou ins Flr- Larch Southern Pine ss e3 R3 Stud Stud Standard I Standard Group BI Hen - Fir RI L Btr Rl Dou ins Fir - Lurch Southern Plnesso R1 Ml 02 N2 Ix4 Braces shall be SRB (Stress -Rated Board). odor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards. Group B values may be used with these oration. Gable Truss Detall 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' out(ookers with 2' 0' overhang. or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' Ain) nabs. 1k for (1) ' L' brace, space nalis at 2' aA- In 18' end zones and 4' o,c. beteeen zones. 1kWar (2) 'L' braces space naffs at 3' oc. In 18' end zones nrd 6' o,c. between zones. L' bracing must be a Nninun of 80X of web nenber length. Gable Vertical Plate Sizes Vertical Lonoth No Ice Less than 4' 0' 2X3 Greater than 4' 0% but I 3X4 less than it, 6' Greater than 11' 6' 4X4 Refer to cannon truss design for peak. splice. and heel plates. Refer to the Bulldbp Designer for conditions not addressed by this detns. REF ASCE7-10- GAB16015 DATE 10/01/ 14 DRWG A16015ENC101014 X. TOT, LD. 60 PSF X. SPACING 24. 0' CLR Reinf orcing Member Substitution T-Reinforcement This detail Is to be used when n Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on n truss design but nn alternative web L-ReinforceMent= or reinforcement method Is desired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x40p 2x8 1 row 2x6 t-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. NO Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement, Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member length. H. Scab 2ms,am n rasWAWWJIMtO ALL C2aLV DCUMnc , THS V0W WTUAM? - O. QUt3 1 T L PSF REF CLR Subst. 7..ua.a rwAre ohreoao mro hn.•ene.tYw. tic. instal ..r Rot `ta s.hdr plaaw. "a geese osuen w at2t oaaaR aahhoerrnt s.r"Po.,.m la ptw°ry a`raiu p a TC DL PSF DATE 10/01/14 IYiaef , 40rat1*2 A* to °'rf Chard dWl wpram Y sets struet" sham udb ere/M ewl how a properly attached Mold COMB. Lam Um Cho.n for permanent ateral restfNht SAT O : a BC DL PSF DRWG BRCLBSUB1014 tost" hew b`%C%V asYod per MU sscUons &L 17 or IN. as .pplleabla. 0001 pates to • ` E0 of truss = pesM h u dha.rh above and on the leae Detau, wea motel otMr.ne. BC LL PSF Woe to a.Yhps adM-2 for esrht andard pate poOtlans 'p dao d Atow. a dMshvh of t7v eshd 6oroonmts bhe. at" not a resporMMo for de.l. 'aa t dae`a TOT. LD. PSFAMRWCDMMfh}Y tlds dr.ea.p, my gdhre to the truss In ornoaee .Mh AMI M 1, or for a•eamr.as•slionaM•Cna of trues... A soot an lidno1odr.rs.&V w cover p t1okkV tNs dread, admtos acceptance of profostlorW shine no ode. f: •sow evsare" Is tihe yreghen dlty r u J"2'= is.es b`"° -nSrlr Q, iVii. ,pt DUR. FAC. I Maryland= He=aNs,\MO%ewa2 far more rhea.n.tlorh s« ads JoMs serwN rhates o• end anew w1a smea "AMM00 SPACINGAu'OEr .. ay.ht..mru T".... sates ... too .eticesate NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the ,Joint line. Nails may also be driven number of teeth In the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plates) in truss members using the the slot farthest from the line. nall type specified below to Increase the lateral resistance of Joint the connector plate(s) having a shortage of required Use a maximum of 2 nails per square Inch of plate area. effective teeth. Nall Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coll Nall Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth SG )= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth Alpine 18-gage S I Nall replaces 2 teeth Nall Type 0.131' x 1.5' Box or Gun Nail Material SP, DF-L, HF, SPF SG )= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. This Detail Is Applicable On(} Offset No More Than 1/2' F wm oms READ M0 rMAnW ALL Wn tIM nds DRAV=O ea WMTMffm FLO& M "M WAVM TD Ml CDM AC OlS CO. =G TIE DW Trustees reghdre ehttraaa tare In •abrleatshg, hsea W mA ora p Rol to fai the latest sehim of 2=1 C Conporrrht Lroty trtfarwotbn, TPI ONF9 haa)hg by aM Tt1W P RR oracf![e• prior to perForNp th"a eunetl•nst. Instatl•rs shad pro Ad• t*r4w r lra g a rotsd at s fees. top chord hail hew p eporly attached strucOrat sMabdnp and shall haw a properly attached AM a ctio L23. 27 o Strom for p"ces"' t 1a4ral eP par RCS1 e R7 or Rl0. u aropiolleaMe Apply putee toshellusseYhstofdze1trussaMmpoassthemabovearhdantheJOYhtINtslf, ess neNd othereW. id ari the War to dreeYh=s MA-2 for standard plate posthMns L AN RM COMPAW Wevk av1= Cpoentrobf/TPI dthe trussInaheomooamcIorfar rWyNStUrhdsllLaMUM L1.60hp o1trusses. 1\ 137221 RHsrpon%Odw A tool aeh else draehhg or cover, page ••v'hg tees drasRhg. YhrocaM aeesptuhee or prof t •o1•lY far the desbh spoon, me y ent r.e of them s,a Iar srhy struethrs h w M tihe RhddYhp DsAphsr Scats\ 200 11 M•rylondh Height•.%Ma1 62043 re erhseslty .WrN p•r N/ TPI I Lea For more YJorvrotlan se• tees Job' s 0amrat notes page and the eeb sHea ALP=F, eveatpholtocafti TPD amtpinStArV SRCAr afealecindustryAr9t ItG aaokcstagerg Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of , Joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on , joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail Is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Line PS]WIl" Joint Configuration. 1' 4 F 2;ctor Plate Has BeengnPoi o • t:} On The Truss Design Drawing. O. 708 i REF NAIL REINFORCEMI B DATE 10/01/14 r DRWG REPPLTNL1014 S T O • I VALLEY FRAMING & BRACING DETAIL • 1 Lumber Size and Grade Minumum Requirements Ridge board-. 2x6 (min) 02 Southern Pine or better, Rafter spans 20'-0" or less_. (A) 2s6 SP 02. SPF 01/412, OF 02 or better 812x6 SP 02. SPF 01/02, OF a2 or better Purlins/Lateral bracing_. 2x6 SPAM NF 02, OF 02 at better Sleepers_ 2x(width of rafter seat cull SPF 03 of better 2 parallel 2x6 SPF 03 Cripples and blocking_. 2x6 SPF 03 or better Truss Below... See design - Southern Pine Material ' RIDGE BOARD 2X61 2 Height of Valley COLLAR BEAM, EVERY TNIRO PAIR OF RAFTERS TYPICAL COMMONS 2 0 BLbCKING 2x4 Pudin 24" SPACED 24' O.C. (Whore no sheathing GENERAL NOTES Pudins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Pudins 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 pudin with a minimum of B-8d (0.131"x2.S") 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 hoels) 40'.0" or loss Maximum valley height: 14'-0" Maximum mean roof height: 30 feat ASCE 7-0S, 140 mph, Enclosed, Cat II, Exp B.1=1.0, K2t=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp D. K:t=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. Space the crlppos for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. 2' 0" O.C. (TYp) Attachment can be made directly or through plywood sheathing by cutting a 2"W' notch in sheathing 4'-0" TYPICAL Connection Requirement Notes 1. 2x6 rakers to ridge 4 16d toe -nails 2. Cripple to ridge 416d toe -nails 3. Cripple to rafter 4 16d toe -nails 816d face -nails 4. Raker to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 41fid toe -nails S. Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails 8. Pudin to (Typ) 316d toe -nails 9. Truss to blocking 4164 toe -nails 10. Truss to cripple 416d toe -nails 11. Truss to nipple 416d toe -nails 12. Cripple to purlln 3 16d toe -nails P"•a1 (NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 416d toenails 8 BLOCKING NOTES NOCRIPPLE, BRACING, NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples S'.0" to 10'-0" long nailed w/ 2 -10d (0.148"x2") nails. Or 2x4 "T" or scab reinforcement nailed to gat edge of cripplo with IOdAO.128"x3.0") nails at 6" as "T" or sub must be 90% of cripple length. Cr(ppllas over 10'.0 long requre 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 boats /) Install blocking under raker if sleepers are not used. I IInstallblockingundercripplesIfcripplesfallbetween ' lower truss top chords and lateral bracing Is not used. - Apply all nailing In accordance to current NOS rreeqquI man Nails are common wire nails unless noted othorwiso. A) 1(8) (e• VAbMb-e READ AND fOLLAW ALL suns ON hcis MAHDa i FURN N TNR MIAVDG TO ALL CONRACTMIf nn,"'"'r THEDISTALML a = y LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01 /14Trv..•s ragvry •.ervho tare In f•bWl Mg, hUMW41, shipplp, am esp Itow to and e fellan the latest •dtlan of acfl •Ino Cawanmt &.'att, Woemuse TPt and 1KA) for saf i IF DL 10 20 7 7 praetaces prier a pse. Up oedtneell havepo tn.My .hall prod. t 1 story °" STATE OF f nnrashelln& ocate s Momattached purest •atarat r" r ww" i w« roue ew.rty cetera rtsenInt o1 • • snt4ntreaettadedr1p1 eetInp Loeafwd tho.n for C DL 0 0 0 0 DRWG VACNV1801015 fff777 amp propertypar+errelt onto have oraeIne Installed per KSI sections 23, 17 or 110, as applicable. Apply plates to each f i a am n -2 sheen,o-s.aay..O on .A,Mt 1•t•as, woes rated otntr.ee. ••• s• BC LL 0 0 0 0 War, to lros 1 Refertoara.ip 140A-2 for seaMerd pass peslnon. • osORIOpas ay.....••• l ANRWCOMPANYAlp• r, a dAtlon of tTV &tap Cepasnt rk" tna. shall not w "sponmle for wV davist. Irow this 6%.ing, arq, fasurd to Mad tee truss In cmiarw.ce alth AMI/M L or fa' ntMInp, sr4pMR G\ TOT LD.30 50 47 61 Installation a bVCA1p or troops a AYssu a vMtara" ar onus Pape unina this dmaln& Ideates aecaptarlct or proMsslordl for Hr yre fipe--- --Y d the auttakArty and 7 oo tofu s NAl1 tA DUR. FAC. 1.25/1.15 111a1WoaoMor" EamGr. MOsxw1 anb, sb.eev e w Far nor* Inforhatan see this Genwat DO... Alpielt..canr TPb ....toinca m SKP. se.`ws ar Oro~.°..msf.ara lO ZOL SPACING SEE ABOVE r 7 JO'-0• ATTENTION! 1rw w w" zf REFER TO E3 PACK FOR CONNECTION. 0 1 1•-O TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING s I N a' I6•-6• I V-e 6 RECORD COPY HEEL•-0-0• PLUMB CU 0 1 TMIR HANGER CHART ee NN26 (SMPsoN) o I it= LUS24 (9YP90N) JL = LUS26 (SIMPSON) L e= NNUS16-2 (SIMP90N) J L e NGUM-2 (SIMPSON) 1 L 181 " (SW SM) Total Truss Quantity = 164. PLUMBING O PLUMInNc oaDP TM 5 A TRUSS PIACEI M RAIL ITS KrDIOED TO AD IN THE 96EMUTION OF TRUSSES. EIIOTIEERED TRUSS DRAWINGS AND ARLI9IECIURNS SIPERM THIS oOWMDff. 1•-0 • 0 SUBFLOOR WALL HT. BASED ON 9'-• A.F.I J%A-DINGIZ SANFORD 2pp5 SEE STR13NGBACK LETTER IN EWA PACK) FOR WIDRM UiCCO1424 5. GWAAL S" 6OFVK S/ELTw 6 Appum TO flunm 12 6 ;7 HEEL STUBBED PL0.r FOR YWOOD HSecond floor TYPICAL RAISED HEEL DETAIL General Notes 1) M prom a.a Rf .e...r " ii•r.a4awP6*row1— Is 61 6..1 2) m %mgm • w try Nl0 eie..s.i, 3)M%awm*g6NaeiO.:.e e ) ti Trem aee IOYwommmigm r. e.wi*w to Aead . wb CC. w an *A b M RP. Ael r . W. d :f bd . .00 1-b%= ewe as w. ' Fbm dw Y GM-0 Aw eV .mad a.aq Met ROOF LOADING SCHEDULE TTCII 20 PpS FF BCLL - 'T PSF BCDL 10 PSF DURATL 47 ION TION a1.25 2 WINO SPO/ rw& 150 ENCIAM BIDG DVOSURE - C USAGE - RESEDffirRAL CAT 0 WIND IMPORTANCE FACTOR e 1 UPLIFTS BASED 045 0.2 PSF DESIGN CRITERIA FW 2014 in 2007 Tem Ia day! amaw pl.,ee aed..jpw fa A.XE 1-10 d mm fare. (ram 4.16 m.pmmb o! sleddoe® mf tai.. md face 9.® dme d 101pdhnx Fommwd Me FLOORLOADING SCHEDU TCLL 40 PSF TCDL 10 PSF SCOL a 5 PSF TOTAL 55 PSF S s 9l0 CARPENTER CONTRACTORS OF AMERICA DO Ave" C. K V. VIIRER MV04 FLORIDA 33M Roca (900) 959-SM FA16 f 963) 2%-2499 BUILDER TATLOR MORRISON HO PROJECT:THORNBROON MODEL TB30- 1989 CCA PROJ/ 1 OM/ALT 9A6.90 / 19856 02 ALT OESC 16'1m' OOV. LANAI OTC : LOT : 223 BLOCK: DESIGNER PAGE DATE s1In / gin, a 1 wm RECORD COPY Permit # City of Sanford Building and Fire Prevention Product Approval Specification Form y\DiNG 1 8 - 2 0 0 5 Project Location Address Captiva - SANFaFtD AR' o( y u d ---C I&' . I As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide theinformationandproductapprovalnumber(s) on the building components listed below if they are to beutilizedontheconstructionprojectforwhichyouareapplyingforabuildingpermit. We recommend thatyoucontactyourlocalproductsuppliershouldyounotknowtheproductapprovalnumberforanyoftheapplicablelistedproducts. Be aware that windows, skylights, and exterior doors must be tested inaccordancewiththeFloridaBuildingCode, Section 1714.5. More information about Statewide Product Approval can be obtained at www floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory 1.Exterior Doors Sliding Sectional Roll Up Automatic Other 2.Windows Single Hung Horizontal Slider Casement Double Hung Fixed Pass Through Projected Mullions Wind Breaker Dual Action Other Manufacturer erma Tru EEE4ectioctio ingi Windows ding ndsor Garage Doors I Windows Single I Windows I Windows Product ig Ext. Door (front door) Ext. Door (Standard SGD ial Ext. Door single & Dbl ullions 53 1/8"X72 Non Florida Approval # FL20461-113 FL15332.06 FL15080.113 ct L 17676.2, .9, .16 C= L 18644.4 FL18504.2 June 2014 Category /Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. off its FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products FL5444-R1a Asphalt Shingles CertainTeed Shingles Underlayment's FL15216-R3 Underla ments InterWrap, Inc. Roofing Fasteners Nonstructural Metal Roofin Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Millennium MMI-2 Off Ridge Vent FL19567-R1 Roof Vents Other i.. In IA 2 Category / Subcategory 5.Shutters Accordion Bahama Colonial Roll up tgwpmenl Other 6.Skylights Manufacturer JK 11 11W Other 7. StructurgCompo Wood C Anchor Truss PlITW Building Componets Engineered Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International Applicant's Signature Applicant's Name - ZO&APleasePrint) runs Plates Product AC Tie Down Florida Approval # 999-R6, .1 June 2014 3 vlovrs sm sw ON im SIA<NAAr41LarY3 AV WITS SPT(JCarplC.t.OKd.DSq•r0.7GfA rll[ lUOU"I 1,," TCV1 AJ SWOC%roH 1•AS S SIP 41 5"'. a ro anAM AT lrOKa aa11nE1A0rrli,Yf UNS`r5011Y LL`lcl 5Tw4m Arw•a r414LLt ro AV W Wa®61 A TA S S WA ra AaAC W N rASgvtro4 UVr W. r T4Cr6 AT r CC,UAVIEW AWf. At L%- m 6 At STFIat' t n A, r.S<oc, AT IOW 1-1003.1 W AAS./ A' 14 Sror%la• OCNrA 4v[C6 AfA WC.,EO x AS CAT LY•bQ%A11.T IEO W u TE os 1rSf714AAiSA•O btrLL ties+'[A,AMro0ro6n a, cOCA vuarA VICIIW(0roAara aoacorrvA.rruovaurocnIOWrvpvsrv. l n• arU a roc ro nAf6.105uc. AOxW OMt AR4M SWOG I*-= ON 41CIF. 11,7AMU A uva J%3 TO a e 11 al.atcta faas ro f>ia •. s,rrx a ••ac rSA Oocu sIlerr[111. ne• a241 cor@Aalrot MAI 640U at co At t SIP ON S A4 SETT 1103.1 Upc A f WOO a Ifftlum ITT A"IT" 01101" A Sa 90Q01 ON(3)Col. I S ror4Ls Ar [AMt• pAO AM *0 a,q. I W WE1AUF• . Moaf row•[ mivRA6 un1e,01E M 14431. I W cAtS U CAD, r43514 SW AT C=AIKATIT f' OC .1YI W . r WCONS AI rOL STAMM AT rAUW. roOER AIIAWM AOACM o5010UVAM OR YEAS Wx VI'S0.'JM 141r0IOO IML cArawT IR.= AVE A( mAJCCE)1D ASAt OIgJV19rf1SgS,.TyoaO IOA A![r,01 rAs[ STAR SF Kt AC10T6ASOCSrA0. 0mflAl 4.' SNEIQCANM ray r.laSOl J cou 11rOµUFM TAaAlSDNALR rarllAe rp• A[ ALL SrGN a A9NWlfV1AFMVftMT Afat m N/!a0 ra. Log r04100 M[CLI AaOE 0[ SRESI Cx%A40AY ff"%at 471RryatyWL trsrw.a N II. LL 1y0RaLS 41AML'1101 roAvu0aA PiS,RirW6aU WI •yltuaaorlra/txN/t7 a,tEA C AE vU.O N•OFAII CO.t1MGOVAe[ ANCRAA RHrw rm aA olfm tW oaam a4 (,Om., o A•OAY.S ro CpgT WCac Ala a01Q( Taal FLII reca •. w rwnAnnu STAIR SECTION YAl.M.fl UNER•sTAR Timcci0H * 040® A=%%J S- AMOM4141% %AS Olt SAAWW STAG WAa 40 AST UIr RMID a tt=m$a ON rafvw.. mwm TV fOCA • •w[OrprW root 00aSS1 m S. I r• Aasaal an m40s TO r CA37a 61L A St10lIrR am f1 7 W: kT NOS! eAxw n• Rerut CALL. TOP a.Aa[ W- ry L` Is- 3zA. 0 ern0.0lxaA r; 11-4 la+ a 18 Afl Almto51w IQ KarANaaca I Ot— OLA•A LANAOi f ucW. s-o. r3.16511 L - - - Jco„eAc*ae em r 4esf o•anr.• Au r O 1YCII7•r 0 latoa A.:1a41«alroEsaae.I `13A/M OWNER'S SURE GATHERING ROOM 1, o•.u'- 17• 0 fA0OIc01fi4 YRH ± 7 1,-., FLAT RC 7- Si001r vcC,INE ,. MATO TYPICAL MASONRY WINDOW SCIIEDULE WINDOW WIDTHS W 1 71. 1 ; 17 1 - 5;: fog WINDOW CALLOUTS L^ G SH W 77SI77U 37 YI C9 76• 03 5r Dsa b7335v 135A 375I45HW" 41 1. Sa 3rSa O 5 SH W 35 51 15 W 35 SH Z 63' v' 3 r SI W 365a7659 1 % 64 W GC ITEM Hc50.CT OPENVA IN 4. L II\3076, uV0t7 SITES A'0 061ALLATION fur vARr PER O Z 1140ACIUB SPECIFICATIO6 RSFER TO R00R PLau FOR $ME ff 0M USED (SWU W&%CASEYai. CS'T.OR HIED G:A55•To) A ALL B[1A'•1LT ISC44 r0 rtl0[ avm tau OOrLt Or, 00 Flows.. I0,D100n f 41-4 FLOOR STRUCTURAL LEGEND r<o noucwuwstsaxar iITAVI a[)(otAca toll•l JW le4a p O r<OaaccfupwsvAuxtau rr4,106OCCCOM0441r IUtIRE DOMES) ( 00"WIL Cori CAR A' m smv T.'fl O rf$aYJFdNCofAtlElxl NED Vl! ti7[ lLll Oj fM'f1/NLLQ4'JD f130./< 0 O. . rrona[IY1N sUv1USwzk ix warom a om Oj _n90I SYrv3fYSP m. W/aC100AT 4t CKSECASE OAS Q. n7.OE O t AIW S Sir =- braawwlUro5mLfAlaewT-v U SlatDO.N NSrr50: IE 10ofSE A[ o"-.AN fift" ONa) .KS a V 1.LY[ Y I. RJSrP.M KSQHOl-fG.tlNWS'DfONSrr30. A'ra avKIM AI tsS[ Q - 1RA [E/t+fUm 0.•IaCS AO6idLV'M053T R ' SIRUCIURAL NOTES ALLmi al R•1.0NA, ALWW% smawA76 roRR,C Swim= ALL p1017WLLSpQ Oabl9rD SFM1ESlrK. C0,00, f CT A YSOIfL0X A4AV AfA I:• — -- - rvwnrxs i y y E41N © C16. ei Man m SfXJAM 6 SarlroaSC S 64 O DUIQNGROOM s . 4esgin KAvKATCVVC E> P P- a• FLAT CLO OIL I ' E sI/t Q avYlcaO oCl SA 1e. 0. • ! f[ 4 Y x C49[7S u1.}Mu a I' R • c • OLUtOUG K1[ORM OM CoAI[ Anr nE[ LW EW r wo&N -OCRs C "CMILAT"IN as1 or aAl vargms r - - 1f 73l- l `' M • • Q Omc oau fa sr aWNW NUN. Qc w[avrramro6l y • • _` 6 6 a true • t91wNcm et vov I / A. .. 1a• rre raaa 4,A- TL TRAY CEILING SECTION •'1pr0 ttl058700 4Cp.aa1 Ya£ N'•f.0• O " KifCHEN AWIA I. rarolr t•r • -w r_.- FLAT ac txnaLa• M _ ae . 1' [-C Q M Ili : ! "{r I r • • s4 NS wbSip— t% OK I I 1 r roan vgavo e s • O Rt4 tr[I roAAlaa xcc U110 r 1cw4 r CA Otlf Y PORCH t'-: P' T . 1 NlrYDi 4 OM A. LL TV - a ATTIC DETAIL CCESS Iv 4AI11 artc gas O' SGas r.• • ra 0 1[. LieaE£ ra+ ., ICJ 2 CAR GARAGE ;., rr-a 14r w • -sx S'- r W lH 6'J1tXl 000IA6C4 fOND1 I I HATCHING LEWID 1 I 1 I rataro6m lu N1lNFrYLL I + I 1awlASRa I mrl + fLt[ M[ ASna all ald'1YE c0a[ ( T'1 tQS• U • ra0r.D0S0 0Aao 1( c+eAa•t R -Value Cllalt 1 tOK YIA Oa67t190 0• wl!•,Af Sa' NDE AgLtaa[, •0 rOCJ' E11! fA- aClE/HWt•Y< Yr a• falATa .y Y faE • IOCIL'i! m oercus to on"I cm a4•A Kntr MAIN FLOOR PLAN NOTES Suit. " if GARAGE LEFT ennan antra wr nrsrr. Aaloa saw w.•a. oro trd O.Ob. 1.00 fAOC w.1..•A1.. uaaa. 8111 vorta a. xc.uc ra.w+y... r 141r0 A3. n1uaw oa. O w 0 co Z0 22 V 1 O 0 I M N N J Q 0 11,19891 STU Y.. 1 Ra7f FLax lass par 2A1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 7•' 36' 1S WINDOW CALLOlFFS l=7 V- VSF6 306F6. 3¢:5F6. 4UF6 W la' 00 F6 I= F6 3060 F6 4030 F6 16• b70 S7 3030 Sa 303054 4070 N 4W bt4 sl 30t0 6N 3010 5 FOb S9 3 60 00 VA ;W SU 3m Sq I ow su WOS•1 1 IC605430606,1 Ut OSM GC. vFR:T ti4wvr OFEA Ys FOR AL omm. WMI SITES ftV WSTAMPO 1 rdr VAV FER 0 r1ACFACW SFECTCATO& Z FUR 10 FLOM FLAGS FOR SME OF WM I5E0IS) af I"-S-t C4tCt14- CST, OR FUtO GLM- FW acm tfcseeot = V, w$,uWV%T Ka IM S iep. •N UA0l riou j: tv, I. W -- Cm M.t 11DlYNY:A'. tlalcclro al at o- lWi7flllh•flof Stf y`rfp. Yl;. to• rcao fi p."(. rcwzf l wr tlr. rtA amum lw4R afuz;cF wlua If rot ltotCK ma Mom too f 1al stZ o FaNvoul-alRr6% WA" sups Ivs 1w*6f•olfneFs,vtro» COtM tolvowe67ro oont Yac•etW al CtDINsr•m1o: Wtl frry STRUCTURAL NOTES u txs as n.>tc rs rx utwotl» oIfJRZ •euooaatuserrnaVa uloecllauwaaroa:: itr wueesxae colnenl tltfffAK waa.tttups4a FI WFALFwarCN 1! d 0 $ 00 at.•.. a• saes w m .,at tol m Aw a-e••te ltvrs aAam K rh*04aEo ee T lfm etOd1T6 ovt wf Su wl R"0-im"I I 7a110vupmvlmumE 10CJ1tDtlMM gfeo eE Etl6Clt • W f7tp 7CY1011 64Uc T Keolt4aetaose4pYN116 i }. SS. I7_w_L• Nt11 1%vF E710:R ••el WlullO R I] aor.ti •. min O. Ytt.tlee T6. Yl.•ii.ltee Mtt Mw•YFMY9M9[>al RF L T arncACCESS DETAIL wu:a•. Ie UPPER FLOOR PLAN NOTES INCWDED ELEV. SHOWN v.6 Mr.ry GARAGE LEFT VplOI/ oO,t1C tan tRw ttYt1a40At11tlKtMl lKr O W 0 27, m Z OC V) OO F M N0 N J oF- 1989 lYttof n6oT wNt lnas 2s61 Florida Building Code Online Page I of 6 Professional Regulation SCIS Home I Log In I user Registration 1; Hot Topics I suonut surcharge 1 slats 9 Facts 1 Publications I F8C Stall I 8CI5 site Map I Links' Search I bpr a Product Approval USER: Public user Product Anaroval Menu > Produ[[ or Ap0licatron Search > Application List > Application Detail FLtt 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 ti19)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL20461 'R3 COI (d) Certificate of Independence ndf Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 littps://www.(loridabuilding.org/pl-/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Online Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page O d Method i Option D 12/13/2017 12/13/2017 12/21/2017 02/13/2018 40 n Page l/20 42 FL tf Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 If (e) Inst 20461.1.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2046 1. 1 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.l.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 11 (e) Inst 20461.2.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 61 "Non -Impact' Opaque Fiberglass Composite Smooth -Star Edge Double Door with or without Sidelrtes Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 11 (e) Inst 20461.3.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AEval 20461.3.adf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 11 (e) Inst 20461.4.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 11 (e) Inst 20461.5..odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 littps://www.floriciabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 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 FL20461 R3 AE (d) Eval 20461.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.6.odf Approved for use outside HVHz: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.6.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHz: No FL20461 R3 11 (el Inst 20461.7.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461 8 h. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 It (e) Inst 20461.8.Ddf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 If (e) Inst 20461.9.Ddf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 J. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 If (e) Inst 20461.10.Ddf Approved for use outside HVH2: 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 20461.10 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.10.odf any additional use limitations, installation instructions and Created by Independent Third Party. Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part littps://www.(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsl9a49YAgXJ... 4/25/2018 Florida 131.1ilding 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 Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.11.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.13.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2046 1. 15 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.iS.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 I p. Therma-Tru Fiber -Classic and I Nominal WO "Non -impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) I)ttps://%vww.(loridabuildiiig.org/p1-/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Online Pagc 5 of 6 Limits of Use Installation Instructions Approved for use in HVHP.: No FL20461 R3 II (e) 1 20461.16.1df Approved for use outside HVH2: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.16.2df any additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 rrmaTheTru fiber -Classic and ooth- Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; DIX configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.17.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.17.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 18 r. Therma-Tru Fiber -Classic and Nominal 61 "Non -Impact" Opaque Composite Edge Smooth - Star Fiberglass Single Door with Sidelite(s) and Transom Inswing/ Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 If (e) Inst 20461.18.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth - Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (el Inst 20461.19.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.19.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth - Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.20.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.20.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page ' ® Page 1 / 2 Back Neat Contact lK .. 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 8S0.487.182a The State of Flonda is an AA/EEO emalover. Coovr,dht 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund Statement I) ttps://www.(lol-idabL[ilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Online Page 6 o l' 6 Under Florida law, email addresses are public records. If you d0 not want your e•man address released in response to a publlC'fecordS request, de not Send electronic mad to this entity Instead, Contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395. 4PurSuant to Section 4SS.2IS( I I. Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address of they have one The emads provided may be used for official Communication with the licensee. However email addresses are public record If you do not wish to Supply a personal address, please provide the Department with an email address which Can be made available t0 the public. To determine of you are a licensee under Chapter 455, F.S , please CI¢k here Product Approval Accepts: V Credit Card Sate littps://www.(loriciabLIilding.org/pr/pr_app_cltl.aspx?param=wGCVXQwtDgsJ9a49YAgXJ... 4/25/2018 THERMANTRU' DOORS Fiber -Classic, & Smooth -Star, COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INS WING /OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is In complionce with the 611% Edition 2017) Florida Budding Code (FBC) structural requirements excluding the ifigh Velocity Hurricane Zone (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shah be beyond wag dressing at stucco. 3 For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing requke further engineering analysis by a licensed engineer or registered architect. S. Fiber•Clossfc 6 Smooth -Star Door panels require the use of 7 part numbers and must be stained or painted within sir months of installation. TABLE Of CONTENTS 37.IS' MAX. rFRAME MOTH z 0 °o m_ P S W ft` P V H _ 0 LOCK DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION HARDWARE LOCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVECENfERUNE X S•1/2- Latch a Deadbolt 60.0 67.0 60.0 60.0 X I Latch h: Oeadbolt 67.0 67.0 67.0 67.0 X N/A Multipolnt 50.0 50.0 50.0 50.0 See Sheet 3 for Hardware Specifications wm 5 26 16 sou: N.T.S. ern. Rr: JK cwc m LFS FL-20461.6 m 1 of 11 EXTERIOR 0.7' 3. COmPOS(IE HINGE STILE UP lc.n—CcDcr% -fvl%M EXTERIOR 0.406, 07 fJ 7-7 llill 1. COmPOSFIE CAP LOCK STILE COMPOSITE HINGE STILE 7*'HORIZONTAL CROSS SECTION 36Z MAX. DOOR PANEL0DOOR00' 4-SLOO-K 35.BiYMAX. DOOR @!00g0Rol.AMll 41 Hyw Door 2 "\ HORIZONTAL CROSS SECTION 3S.81 Y MAX. DOOR PANEL WIDTH 42 .DOOR PANELvUlDoor TOP RAIL COWMiTE/ENGINEERED I., WOOD) FOAM CORE POLYURETHANE - 1.9 PCF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR j ta k 4 ABERGLASS SKIN K.) d (0.087 TH BOTTOM RAIL COMP.) 3—*'\ VERTICAL CROSS SECTION /-4'\ VERTICAL CROSS SECTION soot NJ S. 2 owe we. JK OWL Irr. LFS FL-2046 1.6 mT 2 or I I 1111111111///j L9% m A: Oo y w g .• yy ; a fill 11% 11 am UN2 8 z = v m° C. m F ogmo G 2o: i' o < LL— A L r FE 3 3 3 MUITIPOINT: MPOGART 3 pl. Manual E sUAj yQm pv mo S Z a4 • C v t x p oamm0LL61 4 E gGZ3i 40 41 42 7 i EXTERIOR INTERIOR m 1 VERTICAL CROSS SECTION EMB. (TYP.) W Eta E q Shown w/ 2X Buck E ouhvAng shown (Inswing slmBar) IENai& a L MrO.1SC•SINK 0.1S"C•SINK API API I z n a 6 7 ado 4 o 1 INTERIOR INTERIOR c N 77a• . qS c cc ova n it N W 2 23 24 EXTERIOR EXTERIOR 3a I•I/1"MIN. L 29 40 41 42 40 41 42 I•I/1'MIN. am 5 26 16 n sc&L N.T.S. EMS. (TYP.) 1 EMS. (TYP.) owe. W. JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cNR m: LFS 3 4Shown w/ 2X Buck Outswing shown (Inswing sirrnlar) 4 Shown w IR Buck Oulswing shown (Inswing sim0ar) GG _ No: In fL-20461.E u N swm _L or I1 . i 1111111111///j S ... lj i X. G O I X Buck to be secured to o i masonry by others V a' g Z o Z aC• 0 Scc n mJi OL°W. e4. 40 41 42 o 7 EXTERIOR INTERIOR F m a 1 VERTICAL CROSS SECTION Z SShownw/ I X sub -buck Outswtng Stlown (ftwing *Mofl A E EC u ` I 0 tp1 O TK C S a a 1 I 1 22 7 N2N 6INTERIOR INTERIOR ,• G A da ae N vo— io: cILE Qz N c 21 a. • O 23 24 EXTERIOR EXTERIOR a W c 40 41 42 29 40 41 42 27 A o 0 2 u NI- I/4'fvP.l 1 np) 16 z EMB. (TYP.) EMS. s K o 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Mfff:CFS SShownwI ) su"uck shown ( Inswing simdarl j S own w sub uc f OuIrMng shown (InrAV simlar) Outswing1.E 11 O a 1 1/4" MIN. EMB. (TYP.) Is MAX. EXIE R M//i1 INTERIOR 1 VERTICALCROSS SECTION 6 Shown Direct to MosordyOulswingonlyw/4-9/16 jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = ± 47 PSF w/ SECURITY STRIKE = ± 55 PSF i EXTERIOR W WIERIOR 4 VERTICAL CROSS SECTION 6 OuttrMnown gonlyto 6-9/16 jamb I C E,, 1 C z L,i INTERIOR I — 9 1 ° EXTERIOR 1.1 /4' MIN. r---- r— EM8. (IYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown D'Irect to Mosont 6 Shown O'Irect to Masorvly Outsvnng only wl 4.9/16 jamb Outswing only w/ 4.9/16 jamb INTERIOR N 40 41 4 e E ° EM111oR 1.1/4'MW. EMB. (IYP.) S HORIZONTAL CROSS SECTION 6 Shown Direct to MosonrX Outswing only w/ 6.9/ 16 jamb I.S' MAX. a a A rrrlll l • 111 O```` J o Reg N •; g.JnmWg tJ 1 I I.1/4'MIN. wm 5 26 16 EMB.(TYP.I wuc N.T.S. 6 HORIZONTAL CROSS SECTION JK 6 Shown D'vect to Masonry CWL or. LF5 Outswing onty w/ 6.9/ 16 jamb ORAWM ,m, FL-20461.6 St_ or 1! Notes: 1. S01 Ilem It's 17. 18. 32. 34. 35. 36. 37. 38 d 39 are attached to jambs w/ (3) 48 X 2.1 /7 pfh screws at each and. Sill Item N's 16 3 33 are attached to lambs w/ (2) N8 X 2.1 /7' pfh screws at each end. Sell Item N 15 Is attached to lambs utftng (2) N 10 X 7 pph SMS at each end. INTERIOR SEE NOTE I EXTERIOR MA O 1 VERTICAL CROSS SECTION 7 Inswing Sol EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing Sol INTERIOR EXTERIOR , trll Pt n m nm= N •; 4t 42 9 9 06 SEE NOTE 11, 33 34 35 36 37 n t4 ` a z lc\ A ka 2 VERTICAL CROSS SECTION 7 Inswing Sol EXTERIOR SEE NOTE I INTERIOR t. ^ o e • . atc 5 26 16 StgL N.T.S. owe. or. JK Got. fe: LFS 4 VERTICAL CROSS SECTION OPAM O M04 7 Public Access Sol FL-20461.6 Swat -L or t t 131 N8x2-1/7 PFH WS JAMB TO HEAD DETAIL PYP•1 f 2X BUCK E_ HEAD 3 JAM8S HEAD & JAMBS TYP.1 PP.) BUCK J Ix BUCK 2X BUCK 2X BUCK M DIRECT TO MASONRY N FRAME HEAD 6 JAMBS rYP.1 50 PSF MAX 70 PSF MAX io 1n u e. L.i MASONRY MASONRY 41 TYP.) 2X BUCK ANCHORING PP.) 2X BUCK ANCHORING FRAME ANCHORING za V C 77 oa diE 4 e= u WJM1 c th m c. Be JK m c rr LFS 3 rDC N0: C F1-2046t.6 armor 'I a 111111111///// SEE HINGEso F. O O - N • 4': p = m a. n 28 2X BUCK L n m z I X BUCK DIRECT TO G d `S 5 m° • 'I' M MASONRY 26 t,, n: w p SEE TONGUE STRIKEOETAII B 2X BUCK 25 5sMRf d IXBUCK G 27 $ $ o DIRECT t0 M L_ i' d g MASONRY to h p Q h Q ' aLATCHADEADBOLTDETAIL Kwikset 2X BUCK L 1r W SEE IAICN IXBUCK G cbOEAOeOLi DEWL — —p DIRECT TO m S SEE LATCH 3 a EADSOLT $ " $ ao Aoeo ir MASONRY M 31 o 2X BUGK L DETAIL IIXBUCKG8 a TONGUE STRIKE DETAIL DIRECT TO M u c > MASONRY SUB STRIKE PLATE 28 ci STRIKE JAMB 8 STRIKE JAMB STRIKE JAMB HINGE JAMB 2X BUCK L olatchandOeadbolllatchandOeodboltMWtLock O 22 S-WONCENTER ITONCENTER IXBUCK G d r 1A 2X BUCK 25 DIRECT TO IXBUCK G b 27 L 2XBUCK MASONRY 30 ck' DIRECT TO M 88 29 G I X BUCK 3 MASONRY M DIRECT TO DIRECT TO = • LATCH A DEADBOLT DETAIL fV1 • MASONRY LATCHADEADBOLTDETAIL MASONRY mulopoint Lo—CF— Schloge 24 • 23 °' —z0 u° 02 LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS wAQATL 5 N. Is Sau: r.s. 9 Security Oeodbolt Strike Plate( HINGE DETAIL ow- Ir.. JK m CHK. W. LFS GMMI110 NO, FL-20461.6 0 Slat of I 1 a 33 1,NlllING THRESHOLD Q Bade fixed SO 5.75' INSWING THRESHOLD 34 w4vAngModerate CLrr*faSI1,VJr 35 INSWING THRESHOLD hrAVMoWera'e a. ate 9 i SIT TT 7 ISINSWING THRESHOLD 36 lr&ftRack Fb*dS-3/,rSll INSWING _THRESHOLD 37 tnrAVRack Faad7- irrS@ fill IV 7--% WOOD JAMB ZINIWIgNCG THRESHOLD T__ Composite 38 MAng Composite Ad)Atatda SO SAT 5.7 g INSWING THRESHOLD 8OUTSWING RESHOLO 39 W.*V BGSIC Composite A*dcble SO 7Zr @32 INSWING THRESHOLD ww— ft —8mkCamposite AA* Mabla SO 7-117 @wguCCESS THRESHOLD L I s, /f r SWEEP9 SWEEP 4.56' 17@ OU—ISW— ING WESHOLD Composite .. I Al.2ftmSM SIS' L A=0UI3WIN6jR1HUfi.EIHOI0S, Composite / AkkWAUM SO Pheirmal &ackl O StuEhl.S FL- 20461.6 1111111111//jr BILL Of MATERIALS BILL OF MATERIALS erny`` 2can N 0 = a o=cii g` V xn 9m' 502 C= 0 30 I i is 0 0 a a N 2 N CONCRETE ANCHOR NOTES: F W a Z N 1. Concrete anchor locations of the comers may be adjusted to maintain the min. m m edge distance to mortarloints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarloints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. o S3. Concrete anchor table: aM o_ i u° i Iwn. 5126116 1 seat: N.T.S. i awc en JK e a% In. LFS ; WOOD SCREW INSTALLATION NOTES: a'A1i11O NO.: d I. Maintain a minimum S/6" edge distance. 1' and distance. 6 I"o.c. spacing of FL-20461.6 n wood screws to prevent the splitting of wood. y 1 1 OF I O REM 9 DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PfH WOOD SCREW STEEL g 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8"PFH WOOD SCREW STEEL C I /4" MAX. SHIM SPACE 21 LATCH STRIKE PLATE STEEL D I /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4"ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J I /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH d, DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-I /7' PfH W000 SCREW (l .l S' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 31 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 11 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) 18 OUTSWING THRESHOLD ALUM/COMP 22 8 x 3/4"PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x 1"PFH WOOD SCREW STEEL ANCHOR. ANCHOR MIN. MIN.:CLEARANCE MIN:CLEARaNCE TYPE 512E . EMBEDMENT' iOMASONRY.. TO ADJACENT.. EDGE.. ANCHOR Itw a 14" 1.1/4' Y 4" TAPCON ELCO e 1 4' 1.1/4' 1" 4" UITRACON ITW a 3/16' 1.1/4' AS SHOWN 1.1/Y TAPCON Florida 131-111ding Code Onlinc Page I of') lati on Business:8 ProfesMor al A6u4 . 0e,,p07 .Seri 7m1 ov;lolns o7-i cn"cBI Ronda t 4RProduct Approval USElt: Public Userr ProduR AoerMrat Menu > Ord ,R Or A00,0L nyar[h > AootKMioe LKt > Application Detail FL tt Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL1S332- R4 Revision 2017 Approved C) MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Luis Roberto Lomas PE- 62514 National Accreditation and Management Institute 12/ 3l/2018 Steven M. Urich, PE Rj Validation Checklist - Hardcopy Received FLIS332 R4 COl FLCOI.odf Standard AAMA/ WOMA/CSA 101/I.S.2/A440 Method 1 Option O Year 2008 r _ i.. rill act,.c'?narim=wGCVXOwtDgt[18572gvdWl... 4/24/2018 Florida B1.111ding Code Onlinc Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/11/2017 08/13/2017 08/15/2017 10/10/2017 FL # Model, Number or Name 15332. t SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS 15332.2 I SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure.- N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS 1S332.3 I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant- No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS 1S332.4 I SERIES 420 ALUMINUM SGO REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS 15332.5 I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS 1S332.6 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGNPRESSURERATINGS IS332.7 I SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Page 2 of 3 Description SERIES 420 ALUMINUM SGO OXO 145-3/4"x80" NON - REINFORCED Installation Instructions FL15332 R4 11 OS nnsnrlE ndf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports Fl 1 332 R4 A S10 070 ndf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Installation Instructions FLiS332 Rq II 08-nnaoac .+r Verified ey: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 A Stnon O odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO14S-3/4"x96" Installation Instructions FL15332 R4 II nA_n»nor r Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AF Suoaor• we Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGO REINFORCED OX, XO, XX96"x96• Installation Instructions 5LR4IIOR-0Y 41_ r wr Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLLS332 R4 A S+7q gr ar Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143'X96" Installation Instructions FLi5332 R4 If 08-0 OC odf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third -Party: YesEvaluationReports FL15332 R4 A s+22zQC_ Jlff Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX96"x96" Installation Instructions FL15332 R4 It 08 OOgaaE. Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 A Stnanan ..wo Created by tndependent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96- Installation Instructions i 15332 R4 II 08 OOsn+F ndr Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS tS332.8 SERIES 430/440 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS FuS332 R4 AE 510808D.ndf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGO XXX 143"x80' NON - REINFORCED Installation Instructions F1.t5332 R4 11 OB-00502E.od_f verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FI t S332 R4 AE 510809D.odf Created by Independent Third Party: Yes t5332.9 SERIES 430/440 REINFORCED SERIES43x96"30/440 REINFORCED ALUMINUM SGO XXX ALUMINUM SGO Installation Instructions Limits of Use F, . eo, R4 11 08-00503E.adf Approved for use in HVH2: V Verified By: Luis Roberto Lomas 62S14 Approved for use outside HVH2: Yes Created by Independent Third Party: Yes 7:: Impact Resistant: No Evaluation Reports Design Pressure: N/A Pi 1 S t7 R4 AE 510810D.odf Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Created by Independent Third Party: Yes PRESSURE RATINGS Back Nett rMnULt USUs Ir Ct ! Ro.:d TallahaSu! fL 72199 Phon fl N The Slate of Florida 1S an AA/EW employer. r nvd ht 2007-20t] Gate of Florida.:: Prrvacv 5 tement :: (StCS`biuty S tlment :: Refund Slat rtlrmt Under Florida Law • !mall addresses are public records. If you do not want your e-mad ad dfes5 rdlased in response t0 pleaseny4uestjOcostact records request, do not send ditional mail U you have ellctronk mail to Florida statutes, effective October t• 012. licenseeslicensed under Chapter S,F.s. must provide the Depart e t with an5ema'd aaanrezz u Section 4S5.27S(1), mAy be _ not wish to they have one. Th! entails Oe the Departmentrrw iea^ ennuili adaesswithMe can bemade aavaivaea to the we . Ta determire publicnert.you areIt youdalicensee under supply a personal address, WChapter 455. F.S., please clidt 11M. % Product Approval Accepts: Mmmucs A. 1-,..,-,).. at'at,,-taft—tl=VXO%vtDati48572gvdW[... 4/24/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEAPCHTECTORENGINEEROFRECORD. 3. 1X BUCK OVER MASONRY/_ONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USEDDISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCTSHOWNHEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS, S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REou1M FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. S. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERESPACEOF1/16- OR GREA-ER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATIONRESISTANCE. RATIOOVERHANGO 10. FOR ANCHORING INTO WOOC FRAMING R2X BUCK USE B10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACH EVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TOACHIEVEA11/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALL. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 13. ALL FASTENERS TO BE CORP.OSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATICN INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CC•NFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1BGA, 33KSI OR ALUMINUM 6063-TS .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: Ox. X0. XX, XP, PX, X1P, PIX TABLE OF CONTENTS SMEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTAunTInN nRAo c RMSONS PTQN VED ADDED REVISESTING rwINST 1p ADDEDFLANGEFININSTQLATIONREVISEDETAILS REVISEDETAILS 06/ 21/1) SIGNED: 0612112017 MI WINDOWS AND DOORS LLC u u1 1,, 650WEST MARKET STREET GRAT2, PA 17030 0 r, E NSF SERIES 420 REINFORCED SGD96" x 96"E COTES rev 0,. SATOF DRAW DrrG F.A. 08-00499 REV .1, • 1OR10* G- A`Q eALc NTSarc 02/ 23/09 sNEn 1 OF 10 E i1s NA 11V \", L. ROBERTO LOADS P. E. Lr-°? WOODFORD RD LEWISVILLE. NC 2hV3 LUIS R. Lomos ?.:. q.{!Id-0609 +DamRs® IrAmsap.cam FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART d3 FOR NUM8ER OF LOCATIONS REQUIRED 17 MAX 6. MAX6' MAX — O.C. I 6' MAX 17' MAX O.C. 96' I O X MAX FRAME HEIGHT L / / 6' MAX SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF ACE SEE CHARTS 01 AND 92 FOR OTHER UNITS RATINGS NOTES. 1. MAXIMUM PANEL SIZE: 48 IR's 95' 2. MAXIMUM D L.O.: 44 S18'r 90 SIB' CHART91 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I CHART I2 WHERE WATER INFIL TRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Frmim ht b) HARDWARE SCHEDULE w (1) FLAT MOUNTED HANLDE SET (11"4.145) AT 38 314• ON CENTER FROM PANEL BOTTOM B. (1)METALLIC TANDEM ROLLER S(99.17.195) AT EACH END OF PANEL BOTTOM RAILS C. ALIIULNUM606 %.Ta REINFORCENtiNT (558) AT ALL PANEL INTERLOCKSD. ALu1ANUM 6063•TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK CHART R3 RLVISgNS D[SCbVtIDN ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS_ MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" ELEVATION F:A. 08-00499 WALK NTS D'`tt 02/23/09 SHED 2 OF 10 L R09EATO LOMAS P.E. t432 WOODFORD RD LE WISVILLE. NC 27W 4344M.0 09 rOnnus®1r m."pe•co^ DATE Mr'RDVEO 03/05/12 R.L. 10/29/t3 R.L 12/OB/13 E08/03/15 06/21/17 R.L. SIGNED: 0612112017 No,V9. pDIAI 6OF OAl iiFSSING\\\. Luis R. Lomas P.E. FL No.: 62514 6' MAX 1 6' MAX 117'. MAX O.C. 96' T— MAX FRAME HEIGHT L 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REOUIRED r 17' MAX -r O.C. —i 6' MAX REVISIDNs -- DLS[RWPON DATE APP&MID ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FUNGE AND FIN INSTALUTION 12/05/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 NOTES: I MAXIMUM PANEL SIZE: AB t/Y x 95• 2. MAXIMUM D.L.O.: 44 5/B'x 90 So' CHART/4 NulDaa! of antAor lerei SERIES 420 REINFORCED SGD EXTERIOR -VIEW (2) ANCHORS PER LOCATION AT SILL 14DESIGNPRESSURERATINGIMPACTRATINGFORNUMBEROF LOCATIONS REQUIRED t40.OPSF NONE SEE CHARTS TO AND I2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANLDE SET (99.04.145) AT 36 314.ON CENTER FROMPANEL BCTTOM 1) METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BDTTOMRNLE 1LUNJNUM 6063-TS REINFORCEMENT (669) AT ALL PANEL INTERLOCKS LLUMNUM 6D63-TS REINFORCEMENT 14237) INTERLOCK ADAPTOR AT It4TERK)R FACE OF OPERABLE PANEL INTco. — Frame "pwgw """' Helpnc 30 ° 36.0 n1 6R0 72.D MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FIN ELEVATION DRArm: fto NO. F.A. 08-00499 CAL' NTS a1E 02/23/0 —L-13 OF 10 1432 WOODFORD RD LEWIS LLE, NC 27022 U 6aa-0*09 iatmat®Gkmasp tam SIGNED: 0612112017 SR I IL/0 ///, tN J . I/ i IV 0 51•*= 13WE OF REV ii,'o S ;cl ORO • Nti` E ijV sLONA11E G` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS q10 WOOD SCREW 1/2* MIN. EDGE DISTANCE 1 3/8" MIN. EMBE MENT 1/4' MAX. SHIM SPACE EXTERIOR 11 11 II II INTERIOR SILL TO BE SET IN A BED of APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. RENT EDGE DISIANGC VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NDT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISgNS DESCR-PTION DIE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 1D/29/13 R.L. ADDED FLANGE AND FIN INSTALIAT10N 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8' MIN. 1/4' MAX. EMBEDMENT F SHIM SPACE INTERIOR 1E MIN. GE ^ r EDGE DISTANCE I n 110 WOOD EXTERIOR SCREW:;L WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET C,ENS VgtP GRATZ, PA 17030 t SERIES 420 REINFORCED SGD 1t' 0 51 96" x 96" FRAME INSTALLATION DETAILS 1 . TAT OF REV FS: c OR10P•G'` DRAWN: DNe No. E F.A.OS—OD499 sGUE NTS D"rz 02/23/09 SNEn a OF 10 ONA 1`\` L. ROBERTO LOMAS P.E. I412WOODFORDADLEWIS ILLE.NC2202.1 LuIS R. Lom0i P.E. FL No.: 62514 434-SM-0609 f0*"96*k—%PP Wm 1MIN. I EDGEE D DISTANCE1 METAL p I 1/ 4" MAX. STRUCTUREI SHIM SPACE BYOTHERSIW- 110 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALNAT NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEDINACCORDANCEWITHASTME21127- 1/ 2' M EDGE DIST L 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/ 4' MAX, SHIM SPACE RMSIDNS DCS[ RIPTgN ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS MTC MPRO LD 03/ OS/12 R.L. 10/ 29/13 R.L. 12/ 06/13 R L. 08/ 03/15 R.L. D6/ 21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 DOORS LLC MIWINssoDEsSMARKETGRAT2, PA 17030 SCR o,/ G E NSA SERIES420REINFORCEDSGD9TA x 9O Tlr• ro61 *= FRAMEINSTALLATIONDETAILSro G* 7 E A': AT Of DRAwN: DwD No. RLv ' t:•;°(ORIO*•t'" 08- 00499 srxL NTS o TL 02/23/09 s tn 5 OF 10 Li Gi l E ,,/S/o I1 * '\` L. ROBERTO LOMAS P.E 3" VOODfORDROLEWISVILLE.NC2702., Luis R. Lomos P.E. u.•sesoso9 Om+s®R/amRspeDDm FL No.: 62514 1 1/2" MIN. 1" MIN. 1SEPARATIONEDGEDISTANCE 1 1/4" MIN. a e, EMBEDMENT CONCRETE/ MASONRY 1/4" MAX BY OTHERS SHIM SPACE OPTIONAL T 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR II II II II 1 SILL TOSASET IN EL fEAPPROVED E 2 7/B" MIN. SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4 MIN. EMBEDMENT 1" MIN EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3" MIN. SEPARATION REv61ONs DESCRWTpN ADDED CHARTS REVISED PER NEW TESTING ADDED FLAPICE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS 1/4" MAX. I cm u SPACE DATE APPROVED 03/05/12 R.L. 10/29/13 R L. 12/06/13 R.L. OB/O3/15 R L. 06/21/17 R.l. 3/16" TAPCON - CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS F D.'c No. F.A.08—OD499 DATE 02/23/09 S"En 6 OF 10 L. ROBEATO LOATAS P E. 1u•T2 WDODFORD RD LEmSYnL E• NC 22029 434•669.0609 momwsommst -mm SIGNED: 0612112017 vJ\y E N S+'9j+'% AT OF Lug Rtv 'OF•'c OR10P•G'` Luis R. LomoS P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE S10 WOOD SCREWS EXTERIOR I I I I 11 11 INTERIOR TO BE SET IN D OF APPROVED ANT 110 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS MIN. MENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY O-}HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMEBEDMENT T- 1/2' MIN. EDGE DISTANCE 810 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE RMSIDNS DMCRIPIRIN DATLrR.L. ADDED CHARTS 03/05/12 REVISED PER NEW TESTING 10/29/13ADDEDTLANCEANDFININSTALLATION12/06/13REVISEDINSTALLATIONDETAILS08/03/15REVISEDINSTALLATIONDETAILS06/21/I L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL IV000 FRAMING OR 2X BUCK INSTAL CATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SOD 96" x 96" FLANGE INSTALLATION DETAILS DRAWN: ND. REvF.A. 0499 E SCA"NTS R 7 OF 10 L. ROBERTO LOMAS P.E. 1432 MbODFORD RO LE WISMLE, NC 2)D23 434•688-0609 iftmaseawwN W. SIGNED: 0612112017 01011111/1'— J S R 10 1//,i CENS 9U,% 0 5 AE OF ` S/111111ONA 11S G\. Luis R. Lomos P. E. FL No.: 62514 1 MIN. I EDGE DISTANCE METAL I HIM MAX STRUCTURE SHIM SPACE BY OTHERS X 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR L SELF DRILLING SCREW 1/2' MIN. EDGE DISTANC EXTERIOR II II II II INTERIOR r 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED 10 SMS ORSEALANT SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISPONS RN DESCRIPTOR DATE APPROVED A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS OB/03/15 R.L E REVISED INSTALLATION DETAILS 06/21/17 R.L. T /A' MAY JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" It 96" FLANGE INSTALLATION DETAILS F.A. 1 08-00499 WA" NTS DAB 02/23/09 1 S"En6 OF 10 L. ROBERTO LOMAS P.E. f 412 WOODFORD RD LEWISVILLE. NC 27023 30488-mm a masom-A -m SIGNED: 0612112017 N J 9 o•; DAT 50F C o"'(ORIOP" 40NA"E(s- Luis R. Lomos P.E. FL No.: 62514 1 1/2' MIN. 1 IAIN. SEPARATION EDGE DISTANCE O 1 1/4MIN. CONCRETE/ ,' EMBEDMENT MASONRY 1 BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1X BUCK T TOBEfPROPERLY SECURED SEE NOTE 3 SHEET 1 3/ 16' TAPCON EXTERIOR II II II II INTERIOR TO SET IN OF 3/ 16' TAPCON -1 I I I I Ip / SIEAELANT BE MASONRY/ CONCRETE BY OTHERS a 1 1/4' MIN. EMBEDMENT T277Z/ 8' MIN. 1" MIN. RATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE r' b' • 3' ' MIN. SEPARATION ! Rw DESCRIPTON DATE I APPRDv[D A ADDED CHARTS 03/05/12 R.I. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND F114 INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/2t/t7 R.l. 1/ a' MAX. SHIM SPACE IFINTERIOR x C 3/ 16" TAPCON EXTERIOR CONCRETE/ MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS DRAWN: DWG NO. F. A. 08-00499 srxE NTS DAT[ 02/23/09 O L. ROBERTO LOMAS P.E. 1422 WOODFOAD AD LE WISVILLE. NC 27023 434• 686.0609 'aw"Somplm,. SIGNED: 0612112017 I R I IL10' //z i OENSF'9'r REV lot. E Luis R. Lomos P E. FL No.: 62514 I . WOOD FRAMING 1 /4" MAX I SHIM SPACE BY OTHERS I 1 Ir MIN. L EMBEDMENTI APPROVED SEALANT BEHIND FIN B WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 7/ 16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL —{ 1/ 2 MIN GE WOOD FRAMING OR 2X BUCKlNSTALLAflON STRUCTURE I DISTANCE BY OTHERS TRIM INTERIOR 1 1/4" MIN. EMBEDMENT OOD HOOK STRIP ALVISIONS DESCRIPTION DATE APPAW41) ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R L REVISED INSTALLATION DETAILS Os/03/15 R.L. REVISED INSTALLATION DETAILS O6/21/17 R L 1 5/B" MIN. EDGE DIST. . TRIM - INTERIOR MASONRY/ CONCRETE - BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS, 1x BUCK TO BE PROPERLY SECURED 3/ 16" EXTERIOR HOOK STRIP INSTALLATION MASONRY/ CONCRETE W FRAMING ` ( J10 SELF DRILLING BY OTHERS D SCREW 1/ 4" MAX. PANEL SHIM SPACE EXTERIOR INTERLOCK T HOOK STRIP INSTALLATION METAL STRUCTURE L 1/ 2" MIN. 1 ' EDGE DISTANCE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4•9 NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR TRIM _ 1 3/B MIN. EMBEDMENT HOOK STRIP S1 D WOOD SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING MI WINDOWS AND DOORS LLC 650 GWEST RATZ,MPAKET STREET 17030 SERIES 420 REINFORCED SGD 96" x 96" NAILFIN EL HOOK INSTALLATION DETAILS DRAWN. Owe • F.A. OB-OD499 SCALE NTS DATE 02/23/09 S- 10 OF 10 L. ROBERTO LOADS P E. isu w00DFORD RD LEMSVILLE, NC 27023 43o668•0609 rAmmsoDkmssm Co. PANEL INTERLOCK SIGNED: 0612112017 1I I I R L 0 G E N SE 9Lo 0 51 ••* p' STATE OF ; w= F S` i 0 R10P 'GNc S ONA `1% a Luls R. Lomos P.E. FL No.: 62514 Page I of 3 riorida Building Code Online t_ BCIS Mottle I Lag In I USer ReG.Stration Hot Tope 1 $ubmt Surcharge 1 $tits & Facts PuDIK]UonS I fee Slafl I aCl$ $R! Ha0 I Links searchI 1 Florida r 019 Product Approval0usea: Public user t`-raif" ProA + Ao l Menu > ""'"ti or ADolKaeon Starch > A Ike > APPliption OCW'1 FL15080-R3 FL k Revision Application Type 2017CodeVersion Approved Approved Application Status Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email S800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 Sol)570-9213 OMCMAHAN@W INDSORDOOR.COM David McMahan Authorized Signature DMCMAHAN@WINDSOROOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Exterior Doors Category Sectional Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By JOHN SCATES PE-S1737 Intertek Testing Services NA, Inc. - QA Entity 08/28/2018 Kurt Dietrich PE Eli Validation Checklist - Hardcopy Received Certificate of Independence FI t S080 R3 COI Cert of Ind States 2017 s.odf Ycar Referenced Standard and Year (of Standard) Standard 2012 DASMA 108 DASMA 11S 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option O at-%n rill aenx?naram=wGCVXQwtDgLIS731'r2%yiPt 4/24/201 s Florida Building Code Online Date Submitted 12/07/2017 Date Validated t2/07/2017 Date Pending FBC Approval 12/09/201.7 Date Approved 02/13/2018 Summary of Produefa FL # 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: +22.9/-26.4 LISTED IS FOR THE 9' 0- X 7' 0- OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 1S080.2 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0' X 7' 0' OTHER SIZES AND PRESSURES ARE LISTED ON THEDRAWINGS 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: +27.0/-31.2 LISTED IS FOR THE 9' 0- X 7' 0- OTHER SIZES AND PRESSURES ARE LISTED ON THEDRAWINGS 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 IS FOR THE 9' 0' X 7' 0' OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.5 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0- X 7' 0' OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.6 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0- X 7' 0- OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS Description MODELS 724, 426, 735, 750, 75S Installation Instructions FL15080 R3 1t 99A06am 1rvFbA tarh s odf FLIS080 R3 11 99A07In 11 s.odf FLIS080 R3 11 99B079 revB s odf Verified By: JOHN E. SCATES, PE FL S1737 Created by Independent Third Party: Yes Evaluation Reports FLIS080 113 AF Fval Reoort R span r2 s.odf Created by Independent Third Party: Yes MODELS 724, 426, 73S, 7S0, 755 Installation Instructions FL15080 R3 II 99enF1 revF amhAtta ti e ndf FLIS080 R3 It 9A075 0 In all a -At FL15080 R3 II 9 008 -r f Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Reoort -_-iln r2 e df Created by Independent Third Party: Yes MODELS 724, 426, 735, 7S0, 7SS Installation Instructions FLL5080 R I1 9 A061 rn F to tie.« film! 5080 13 II 99emg i ^r[nstall s.1A FLIS080 R3 1199anst t ma U& Verified By: JOHN E. SCATES, PE FL S1737 Created by Independent Third Party: Yes Evaluation Reports FLIS080 R1 A val 0---- R nin r 12rLf Created by independent Third Party: Yes MODELS 724, 426, 73S, 7S0, 755 Installation Instructions FL15080 R3 II 99A061 revF to111 tier. L. El l1110R31I9A07Sn_nklnetall a n.f u FL15080 R3 II 8087-rave a wf Verified By: JOHN E. SCATES, PE FL S1737 Created by Independent Third Party: Yes Evaluation Reports FLlSO80 R3 AE F al Rennrr o s 1 r a nAf Created by Independent Third Party: Yes MODELS 724, 426, 73S, 750, 7SS Installation Instructions EI I5080 R3 Il 99A061 revF ]ambAtta h s odf F 15080 113 (I s.odf F115080 R3 If 9ann _r v n g Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLIS080 R3 AE Eval Reoort R span r7 a oar Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 7SS Installation Instructions FL15080 R3 II 99A061 revF Jam Attach s odf FLIS080 R3 It 99A075 Lockinstall s odf FLIS080 R3 11 99nngq_r v8 s odf Verified By: JOHN E. SCATES, PE FL 5 173 7 Created by Independent Third Party: Yes Evaluation Reports FLt_5080 R3 AE [ al Ren9rt ResPan r2 e,nAf Created by Independent Third Party; Yes Page 2 of 3 15080.7 I RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750. 7SS Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +2S.S/-28.S Other- +25.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 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0' X 7' 0' OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Installation Instructions FL15080 R3 Il 99A06t-revF larnbAttach s.odf FL15080 R3 11 99A5 Locklnstall s.ndf FL15080 R3 It 99B095-revA s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by independent Third Party: Yes Evaluation Reports FLtS080 R3 AE Eval Report ResPan r2 s odf Created by Independent Third Pally: Yes MODELS 724, 426. 73S, 750, 75S Installation Instructions FL1 080 R3 11 99A061-revF ]ambAttach s.odf F _ 1 080 R3 11 99A075 Locklnstall s.o If FL15080 R3 11 998096-revA s.Ddf Verified BY: IOHN E. SCATES, PE FL 51737 Created by independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Party: Yes Back NC><t Contact US:: 2601 RIAIr Stone Road Tatahee lajsfl 1= Phone' f150.487.1424 Contact e.r rclbal tY Statement :: 0. f .nd 51A mem The State of Florida h 8h AA/EEO cmpbyCr. Copyright 2007-201'a Sure of florlda... Prrvacv SLtement :: - 5--- under Florida Iaw, email addresses are public records. If you do not want your e-mail address released in response to a oublic-taores reQuest, do not send Ct the officebyphoneofbytraditionalmail. If you . -Pursuant to electronic mail to this entity. Statutes, Instead, coniveOctobert, 2012. licensees aceMed Under Chapter ASSve , F.S. must O ide the Department with anny questions. please Contact5emailaddressIfSector, 455.275( t ), you they have one. The emaitS provO may be used r nfnclal co An email cation waddress th the no snot wiSh.to e de avaNaemail to the pu Ib public— To determ n yourelicenseeundersupplyapersonaladdress. pleaseChapter 455, F.s., please clack bUL . Product Approval Accepts: sccudtyntr'LttcS: i...i.,. ant% rill acnx? naralTi=WGEVX0wtD4uS73Fr2LyiPt... 4/24/2018 2' CALV. STEEL %/A- X 1/2- LONG HORIZONTAL TRACK USE EXTRA CARRIAGE BOLT At NUi 16 CACE OR 13 GCE 1/4' X 3/4' BASED ON THE WEIGHT HEX HEAD SELF Of THE DOOR. (()) 11// DRILLING SCREW S151EEKE4'L•SCREWS, 3/4' X 1-1/2- X 13GACE MIN. GALV. STEEL HORIZONTAL ANGLE. 13 CACE MIN. CALv. STEEL TRACK SPLICE OR FLAC BRACKET. FASTEN TO WOOD w s WITH VIS- X 1-1/2-M SCREWS. DETAIL D 2' 16 CAGE CALV. STEEL . VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH t/4'-20 X 5/6' TRACK BOLTS. IPENING HEICNT SEE DETAIL E L\ NOT OVER V - D004 HEIGHT) 950'6) DETAIL E 0.4x•Y) 2 BRACKETS EACH SIDE ' POLYSTYRENE INSULATION STANDARD FORFOR MODEL 7373S 5 I200[CAANGEE ELAND pSTILES9 - tFA[S TENED SCE T AlL CAE TENDSTINLk STOP MOULDING NAILED EVERY 12' 21 OR 24' 6-D TYPE NAIL MIN, PANEL CALV. AND PREPAINTED STEEL 25 GAGE FOR ALL wODCLS EXCEPT 24 GCE MODEL 750. 755. I 2' 1 116A CALV STEELSTEEL TOP BRACKEOPFIONAL SSB CLASS LID MOL ROLLERMOLDERA STRUTS SEE DETAIL D. 3' 200A WIDE (9 x 7) Y18" WIDE 9xa SEE DETAIL A) r2' ROLLER WITH 7/18' DLA SHORT STEM. (SEE DETAIL r) FIRE: 7 BALL Ti (SEE DETAIL C) r 2.75' DETAIL A 3' 20CA WIDE STRUT 9 X 7 3' taCA WIDE STRUT (9 x a; 14 CAGE CALV. STEEL END MINCES ATTACHED WITH 5) SCREWS TYP. (SEE DETAIL r) THIS STRUT BELOW MINCE I.EAI OTHER STRUTS IN MIDDLE OF SECTIONS. r/ GLVAMZM STIR STRUT. ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILL) oo,— 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD, 724. 730. 750, 426 R 75S. 3 GAGE CALV. STEEL BOTTOM BRACKET IT D*HED WITH 2 rASTENERS DTIDMSCREWCANBEABOVEOR 18 CAGE CALV. STEEL CENTER WINCE 20 GCE CALV. STEEL CENTER STILE 13 GCE CALV, STEEL TRACK BRACKCTA SCE ABOVE V FOR SPACING. FASTEN TO WOOD JAIABS WITH Spa, x 1-1 2' LACSCREWSitWASHERS. PREPARATION Of JAMBS By OTMt:RS. SECTION A -A SEEDETAILE. SECTION R-B NOTE: ALL RON-DESCRIPTIVE FASTENERS SHOWN TO BE 3' LG SEETrI14a/4ONHEKHEADSHEETMALSCREWS. R Si DESxIN PRESSURE TEST PRESSURE W N N CN I N N Aj N 9 -0' 7'- 0' +27.0 31.2 40.5 46.8 9'-D' 8'— D' +27.0 30.4 40.5 45.6 Dioltally signed by- Dohn E. Scatm P.E. Date: 2015.04. 14`19:T5:45 -05'00' 3121 At 'ATE OR DRS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES SED LV THETABLEABOVEVIATESTINGTOANSVDASMATx -PE SG308-f-2203 08 r_,2108-05. TERMLVATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. FL_pElDn FL- PE"ol-St737 972 e12- 9500 a nrsr2ketfon p, o.aDe'Y win01D00 KOMW[ti0n OflOib. Gs'sI11I—Is' s—I - Mml li—1< I E 11f1 U It L lu,Bt NOTE, DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK ( MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION 4'X 16' AIR VENTS SPRINGS). (2) REO' D 60 50. IN. MIN. TOTAL OPEN AREA) OPTIONAL RAILS 0 0 END CAP 2OCA LH. USE ONE EXTRA SELF DRILUNC SCREW TMROUCH TOP LEAF Of HINGE, END STILE AND RAIL. TYPICAL EACH END MINCE. DETAIL F NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS N IreC DETAIL C CENTER STILES O CENTER MINCES 0 COLUMN) END STILE 20CA. P.O. BOX B915 WMNDSOR DOOR 7LE ROCK. AR 22 9 B915501) 562-1872 724, 426, 730, 735. 750, 755 PART NAME: wINDLOAD RESIDENTIAL PAN DOOR w3 B T2 15 11 RLB ram''/6a ANc• * '' WREVE.C. N. 3-10-08 RLBTOLERANCE 1 1-1- 07 RLB NEXT LEVELDEC.:.015 PLOT SCALEDAT E, 2/ 27 DRN B 3- 8- 07 RLB DATE APPROV NSCALE ONE 3/4' x 1-1/2' X 13CAGE MIN. r CALV. STEEL HORIZONTAL ANGLE. 2' GLLV ASLTEEL 16 GAGE OTHETRACK ACC BASED ON THE WClltili OE inC DOOR. USE f21 SHE 1/4' It 1/2' LONC CARRIAGE BOLT RIM USE EXTRA 1/4' x 3/4' Ex HEAD Sur DIOLLWG SCREW 1/4' x 7/4 AL SCR 13 GAGE vIN, CALV. STEEL TRACK SPLICE OR MC BRACKEI. FASTEN TO WOOD JAWS WITH 5/16' x 1-1/2' LAG SCREWS V to •I CE CALV. MEL VERTICAL tRACK I S[C DONI C IHOPCNWG NOT OvERDOORHOW) Sr 10 A 7 3T K e) 30' 1010 A 7 I 5' CACE [L CDSOL- PANEL CND SIRES. SCL!No BBVER STOP MOULDING NMCD EVERY 12'- 6-D TYPE NAIL MIN. DETAIL D 4 DETAIL E 3 BRACKETS EACH SIDE 10 CAGE 0Gµµv. STEEL CENTER IONGERESIDENTIAL) ATTACHED WITM 4 FASTENERS EL COM STILLIOC-L--LOC OR POP RNC7TPANELS. 13 GAGE CALv. STEEL TRACK BRACKETS SCE ABOVFJ TORSPACING. IASTEN TO MOOD JAMBS WITH 5/16 X 1-1/2' LAGSCREWSkWASHERS. PREPARATION Or JAMBS BT 01n RS SEEERA'l L SECTION B-B 1/ 2' POLYSTYRENE I, 710N STANWO FOR MODEL 735 21' OR 24' HIGH N ANDRFP/JMEDv STEEL 25 CAM ALL MOMS EXCEPT L 24 CAGE MODEL 750. 755. 2' I T JIII SECTION A -A WON 14 WE BOILER "MITER I SEE DETAIL D. STRUT ON UPPER PART OF SECTION BLOW ROLLER. CARRIM 2' ROLLER WNN 7/16' OM, LONG STEM. TIRE. STEEL 10 BALL SI* Ln ON UPPER PART Of SEE SECTIONCNC[ LW CArE CALV. STEEL END HINCE O-14N ERCIAL) ATTACKED WITH ( ) REINS. SEE MEWL C. SRNTOUPPER PART SWEANTA1INCEL IL C. OF STRUT ON 14NIROLEAF. SEE DEA1A0. C. PMYSMKME INSULATION OP110NA1 FOR MDO. 724. 730. 750. 755. 42L STRUT ON BOTTOM BRwcET ODOR WE r. UIIL pa_ MOTH I HIStN10'-0" 7'- 0" +27.0 -30.5 +40.5 -115.8 10'-0" 8'- O" +27.0 -30.5 +40.5 -45.8 RWIE n tX 7 a7 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO VAt4STAND THE PRESSUR Lconau%xtioa 33»-F-22o3 USTCO IN THE TABLE ABOVE vA 1ESIINO TO ANsVD/SMA 1OB-05. 90-0500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSISILFTY Of OTHERS. fessional En0'-neltr;! nm aw NTor doc' an Owaat"I aetoi4. PLLV. STIR BOTTOM BRACKETWITH 2 fA 1, 20C OR CREW CAN BA00J No.51737 STATE OF : r` 1 r- 1.23' 3' 20 W MIX SEC DETAIL A) 3' 1 2.75' FIETAIL A 10' ( SINGLE Z 3' 20CA WIDE STRUT 4' X 16' AIR VENTS 2I REO'D IN MIN 6D so. OIALOPEN AREA) OPTIONAL vSEONEEXTRA SELF WE: DOOR MUST BE INSTALLED DRNLLINC SCREW THROUGH WITH EITHER AN ELECTRIC OPERATOR TOP or HICE. LW Of OR A LOCK (MUST ENGAGE 001" ON DOORS VAIN EXTENSION ANroNCE E LL END '-] TRACKSSPRINCS). , n2DGAENDALTERNAT[[ CONSTRUCTIONUSING (2) smuts A OPTIONAL r LONGPANEL EMCt 7. OR B' B OPTIONAL LOCK CENTER STILLS Ar HINGES 2 CDLUMNS) ARENOTESUPPLICTD 3LLCOLU-- SSOFS CENTER STILES ARE REOIRRED E ES I LH. I DETAIL C O X 7 NOTE: ALL mall IDESCRRIPNM BOLTS rAsicNims MILS R To BE 1/4*_20ix3/4LONC HEX HEADSHEETMETALSCREWSNOTE: clA21NC DOES NOT SATISFY IMPACT O DEBRIS REl>< JIREMENTS IN FOG E.C.N. I DATE P uTT.O. Box 8915 LE ROCK. AR W WiNDSOR DOOR 7221 S5i15 572 MODELS: 724, 426. 730. 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W3 B 99- B-081 SHED 2 OF 5 A- X 1-1/2- X 13CACE MIN. 1/1• X '/2' LOND --- .. STEEL HORIZONTAL ANCLE. 2' CALV. STEEL CARRIACE BOLit 16 GAZE CALV. S1EEL TOP BRACKETHORIZONTALTW.x USE EXTRA WITH 14 CAGE ROLLER MOLDER OPTIONAL SSB GLASS UG641S ALTERNATE CONSTRUCt10H OPTIONAL16 BASED T 13 CAGE. HEX HEAD SELF SEE DETAIL D. USING (2) STRUTS. LONG PANELBASEDONOR. A'CCHT `- 6 STRUTSOFTHEDOOR. DRILLING SCR[w EBOSSES 3 f DE SEE DETAIL A)USE 2 f/' X 3/A' STRUT AM BELOW TOP BRACKET. 13 GAGE MIN, SHEE ET/AL SCREW$. TRACK SPUCC ORFLAG BRACKCT, FASTEN TO WOOD JAMB WITH5/16' X 1-1/2-LAD SCREWS 2' ROLLER WITH 7/16' DM. LONG SICM2' 16 CACE CALV. STEEL TUtE: STEEL 10 BALL BBVERTICALTRACKBOLTED TO TRACK BRACKETS WITH OPTIONAL LOCK 11 1 /.'-20 X 5/6' TRACK BOLTS. STRUT ON UPPER PART Of DETAIL D SECTION ON HINGE LEAF. / ` ` , . ` JSECDETAILCSECDETALSCJSEEORARE 4 STRUT ON LOWER PART OF SECTION ABOVE MINCE LEAF 16' (DOUBLE CAR) I63' 6SEE DETAIL C. CEMCR STILES 14 CACE GALv. STEEL END (5 COLUMNS) a'x 16' AIR VENTSNINEHEIGHT (ONCE SCREWS. SEE ATTACHED WITH A RS '0. CENTER HINGES 160A. END CAPSITOVER (6) SCREWS SEE DETAIL C. (] COLUMNS) ENO STILE 20CA. R NUCM) O AL OP0.EN AREA) DETAIL E A2' 6 RAILABRACK[iS EACH SIDE STRUT ON UPPER PART OF WER STAIR 0iSECTIONONMINCELEAF. SECTION /2 k OSEEDETAILCCTIONW. ' USE TWO EXTRA SELFNOTE: ALL ESPECIFIED 1/4*-14ITENMSF DRILLING SCREWS MROu6M ' ALL FASTENERS ARE 1/1'-INl x 3//• MOW) STILE k RAR O21' HCX MEAD SHEET METAL SCRUMS OR AS (Oyp,N1/.'-20 X 5/8' HEX BOLTS AND NUTS. `GALVANIZED S1E 1. STRUT. • EACH END HWM ATTACHED W. 1/4• X 3/4- HEX5 1//2' PCLYsttRENE e"R°LDHEADLD SMF DETAIL B IrSSu1ATON STANDARD (2 PER VERTICAL' SIRE) . FOR MODEL 7]5 - I- 1.2S' 20CA [ND STILES FASTENED TO STRUT ON TOWER PART OF 00 PANELw1TMIOCSSECTION EEDCTMABOVEHINGEl O c USC CNDCAPOVERCNDSTILES. SEE DCTM B) NOTE: DOOR MUST BE INSTALLED STOP YOULCING NARiO EVERY 6' 71' MGM PANCI 1-3/6' POLYSTYRENE INSutM10N d WRAC EITHER AN ELECTRIC OPERATOR 6-D TYPE NAIL YIN. CALV. AND OPTIONAL FOR M00. 724, 730, UPPER STRUT 0 3' OR A LOCK (MUST ENGAGE BOTH PREPAINTED STEEL750. 755. 426. SCC1IN 2 k I TRACKS ON DOORS WITH EXfENSICN 25 CACEALLSIRUiINMIDDLEOfSECTION. + TARS 1 SPRINGS). MODELS EXCEPT24GAGE YODEI 2. 750, 155. 13 CACE CALV. STEO,.BOTtoY BRACKE) DETAIL C TAI 20 GAGE CALV. STEEL MTR STUAiTACMED wnW 3 SCREWS, ATTACHED wRN tOG-L-COLS OR RIVETS 3' 16G WIDE STRUT n 16 GAGECALV. ST[EL CENTER MINCE I (l^ J X RESIDENTIAL AITACMEDWRAC4FASTENERSLN07F: CLAZINC DOES NOT SATISFY IMPACT 13 GCE CALV, STEEL TRACK BRACKETS SEE ABOVE FOR OUANTIIY SECTION A —A DEBRIS REOUAREMENiS IN FBC wD SPACING. FASTENED TO WOOD JAMBS WITH S//16' X 1-1//2' AC SCREWS k WASHERS. PREPARATION OF JANOS BY OMERS `\(II(I// TEE OnAtCSECTIONB— B \ OOR P. O. E X 8 R1A MUMNDSORD72219-8915 No. 61737 501) 562-1872 s.. LC * • '(* MODELS: o BTATEOF ;' ya` 724, 426, 730, 735. 750, 755 WIOTM nECM +25 N GAi POSrNE NEGA •p 1, . 16 -07 -0 +26.0 -29.1 +39.0 -43.7 i ,O'•, :%'\ PART NAME: 3121 FAIRGAAYE DR. %%/S ONA 0 \\\ D 12 15 1 1 RLB WINDLOAD RESIDENTIAL PAN DOOP. T SHOWNONTHISDRAWINGHAVEBEENDEMO-ISTRATED TO WRHSTAND THE PRESSURj Tk- P[ ISd308 F-2203 / (fill((( \ I B 2866 3-10-08 RLB TOLERANCE W3 B IN THETABLEABOVEVIATESTINGTOANSI/CASMA 103-05. L-PE-yy1737 972 692- 9500 A 2848 11-1-07 RLB p';10.4 NEx7 LEVEL DATE: MINATION OFSUITABIIIttFORSPECIFICSTIESISTHERESPONSIBILITYOFOTHERS. teedonol Englncer' Reel281D 3-$—E17RLB 'U"G• 2 27 J7WGNO.leee oNTter .erTGeeten of SCALE PLOT SCALE DRN 099-081 alo•6eomtrueUonmolls. REV. E.C.N. DATE APPROV. NONE BH SHEET 3 OF 5 1/4' X 1/2' LONG 3/4' % 1-1/2' % MACE YIN. USE EXTRA CARRIAGE BOLT k NUT CALV. STEEL HOR65/16, ff lfEX HEAD 2• GAIN. STEELDRILLING SCREW HORIZONTAL TRACK 16 CAGE OR 13 GAGEUSE 2) 1/4' X 1.4' BASED ON THE "EIGHTSHEETC AL SCR S. OF THE DDOR IN, QALV, STEEL TCEOR MO WITH 1. SPLICEWOODOR JAMB BRA 1-1/2" LAC SCREWSEGALv. STEEL To IRACK BRACKETS WRM DETAIL D1/4-20 X 5/0' TRACK BOOS. 1 r 1.25- SEE DETAIL E 1 OPENING HEIGHT n OTT HovER so' DU61L A s' 2OGA WIDE STRUT 1/2' POLVSTYRENE INSULATION STANDARD 24, TOR MODEL 735-\ S' I nETAIL"'E sroEBRAextrsEAL1L T OPTIONAL SSB GLASS LIGHTS 16GA. GALV. STEEL TOP BRAND My" 14 CAGE ROLLER HOLDER SEE DETAIL 0 SiRUt AIST BELOW TOP nxtURL 2• ROLLER "IT" 7/16• DM. LONG STEM. TIRE: STEEL 1D BALL 14 GACE CALK STEEL END 4' X 16' AIR VENTS to) SSCCREEWS.M. (SWSEEE DETAIL C). (1 REO. 4) O'D. IN. WN. TOTAL OPEN AREA) STRUT ON UPPER PART Or SECTION OVER KNGE LEAF. (SEE DETAIL C). STRUT ON LONER PART Or SECTION ABOVE HINCE LEAF, (SEE DETAIL C). i GALVANIZED SIM BERUT. ATTACHED WIN 1/4X 3/a' LONG HEX HEAD SELF DRILLING SCREWS to DACE END STILES FASTENED TO t4' ( 2 PER vER11Gl SITLE) PANEL WITH TOO-L-LOCS PANEL DAIV AND USE END CAP OVER END SIRES. PRCPAOVTED 171- M 1- 3/6' POL'r51YRENE INSULATION SEE DETAIL B) 25 CAGE All OP NLL FOR MOD. 724, 730, 750. MODELS EXCEPT 755, 426. STOP MOLDING NAILED EVERY 6' 24 CAGE MODEL ON 6- D TYPE "I MIN. 750. 75S. I \ STRUT OVER BOTTOM BRACKET 13 WE CALV. STEEL 2• J- `ATTACHED WITH 3 SCREWS. BOTTOM BRACKET III, GAGE GLv. STEEL CENTER RUDE 20 CAGE G LV loci-L LDo"a CRSTIL4TS. CF( TION A -A_ ATTACHEDWiM4FASTENERS13 WE CALv. STEEL TRACK BRACKETS. SEE ABOVE FOR OUANTOY NOTE: UNLESS SPECIrIED Oln RWASL ANDSPACING. FAStENCD TO WOOD JAMBS WITH S/16' X 1-t/2' ALL rASTCNEAS ARE t a-ta X 1/R EPREPARATIONOFJ4MB5BYOTHERS. H x HEAD Sn f4T MEI SCREWS OR TYP. LOWER STRUT REF. — SC IND EXTRA SCLF DRILLING CREWS THROUGH TOP AND tN OMMIE M AILNAS E. ryM M CND HINDE. — 2' STEEL ROLLERS LONG situ) TYP. UPPER STRUT REF. — LAC SCREWS k WASH RS t;4-20 X 5 6 HEX BOLTS AND NUTS. sEEDETAILE. No. 51737 jr P A q. STATE OF ,! " W1ptH H[chi POSONE NEGATIVE POSITIVE NEGTM "t. tates PE /'p0A'.- AiORlD \r DATE R / O \\ 8'- D" +26.0 -29.0 4. -43.5 CarroltonTX- 7w 7f D 203 //N11,11. II DOORS SHOWNONIRSDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESV- l 0LISTED IN IhETABLEABOVEVIATESTINGTOANSVDASMAIOB-05. Prnpineere, seal profor 4611coben or DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. .Inwetlon oatols. OR MUST BE INSTALLED CKR (MUST ELECTRIC 801""iOR ON ODORS WITH EXTENSION DETAIL C NOTE: GLAZINDEBRISGDOES REOLARE E NTSW BC PACT ALTERNATE USING (2) EX8P. O. BOX 8915 LITTLE ROCK, AR W MIDSOR DOOR PL7221 5621 1872 MVVLL. 724, 426, 730. 735. 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOORS V13 9 12 115/11LTOLERANCErRAC.t1/64' DEC. = D1s Nc' _ ' SCALE 8 3- 10- 0 RLB NEXT LEVEL DATE: DWG. N0. 99-B-081 2848 ft-1-07 RLB 2810 3-8- 07 RLB E.C.N. DATE APPROV. NONE PLOT SCALE 2/ 27/07 DR BHBY SHEET 4 OF 5 WA I-I/T K 13 GCE Mw. (3) I/•' CARRACC e0115CALV. STEEL HORRONIAL ANCLC. Z' CALV. STEEL HORRONTAL TRACK IB CACE OR 13 AGE. BAS[D ON THE WOCHT OF THE DOOR. I/•• x fi/ SM6 SCREWS13GCEMw. CAIv, STEEL. TRACK SPLICE 4x NERD SII7 b OR FLAG BRACACi, TASiSN iD WOOD DRiLLM SCREWJAMSWITHCAHGE /GIALLV.KSTECL 2• LAO SCREWS DETAIL Dv[RTICAL ;RACK SEC OCTAIL C 74' (tb A e) t)' (it x 7) ICH ` I OVER 5•• (it x e) OOR , (it A 7) CKT) • I 3Y(10A 6) 36' 11 . 7) 2+' (it x t) ti• (it x 7) DETAIL E S BRACKETS EACH S13E JW i 2' POLVSI II SULATIDN D GCt [ND STILLS - /ASTENCD STANDMD F w11n tOC-L-LOGS TO PANEL MOD0. 73S USE CND CAP OVER END STILLS. SEE DETM B) t P MOULDING NNLCO EVERY S• TTPE NM uw. IGN PANEL CA AND PRCPNNTE 2' S1L[t 1S CACE le GCE GLv STEEL CCNTER „„wC[ MODELS CxCCPT AFTAGn[D WCn • fA51CN[RS. (RCS10[NTW,) 2A CAC[ MODEL 750. )53 41 _GC GLV STEEL CENTER SIRE. ATTACHEDWTInTOG-L-LOG OR POP RNE15 tO IAv+CLS. OVE LFORSPLwwtFASTENTOWOODjAAMBSWON5/115, x LAG SCREWS a WASHERS. PREPARATION OF JAMBS ev OTIiCRS• SECTION A —A SEEOCTNIC. SECTION B—B NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE I/• "- UTS OR 13/1 LONHEX BOLTS CHCxHEADDSHEETMETAL SCREWS. S.. SNI S It NR—NCV RC-3 I — TN I i 2G9. t TSTABL+ 3 70'7-0 0" POAST 29. 1 39.0 43.78'—O426.0 Scala yjjonnppRR CotiotonORSHOWN ON T10S DRAWING HAvE BEEN DEMONSTRATED TO WITHSTAND Dr PRESSURES INTHETABLEABOVEVATESTINGTOANSI/DASMA TX -PPE 9 737-F-SOS SOB-05. 7p 4p_p5O0 IINATION OF SUTABILIIY FOR SPEL7FIC SITES 6 THE RESPONSIBIUTY OF OMERS. Proino ra'16•e eAlq rat "rnne•bn Di01m0C•netnetion Caton'. IS CAGC GALV. MCI. IO tRACKET WTM 10 DACE ROLLER KOLDCR ODiWNAL StB NOTE THAT ROLLER HOLDER CLASS LlCiM- CURL IS TURNED DO N, SCE DUAL 0 S1RLR . BCLOW a STR1ne TOP I1xNRL 3" IB6A,WID[ STRICT ON LONER PART OF (SEE DETAILA) SECTIONABOVEHINGELEAF. B HURRICANE ROLLER WITH Dtk SEE MAILMAILC E: STEEL OOBALL f1 rr STRUT ON LONER PART OF SECTION ABOVE 1NOE LEAF. WITH ( s) RT 01 SCCTMHOEIOApOEER70NGE. STRUT ON UPPER PART OF SECTION ON HINGE LEAF. SCE DETAIL C. HURRICANE ROLLERS LONWo KID" StRENCTCSTEWLCEEL) r ATTACHED WITH 1/' X3/•' LONG HEX HEAD SELF DRILLING SCREWS, 2 PER VERTICAL STILE) 1-3/e' POLTSTYRENE INSULATION OPTIONAL FOR MOD. 724. 730. 750. 755. 126, STRUT ON BOTTOM BRACKET 18' (DOUBLE GEL) XREO16• AIR VENTS K2 ' D. 10tAOL OPEN AREwA) omMot USE TWO Cx1RA SCLFDRRLwO SCREW THROLICH IINCL LEAF, END STILE AND fiMlhl t. u...rr CND CAI DETAIL C CALL CALV, STEEL BOTTOM e7ACMT LCHEO WITH 2 FASTENERS. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REOIAREMENiS IN FBC NOTE: DOOR MUST BE INSTALLED VAIN EITHER ((AN ELECTRIC OPERATOR TRACKS ON ODOt ENGAGE BOTH RS WITH EXTENSION SPRINGS). CN0.61737 _ STATE OF ,•' yN12/ 15/11. DATE ALTERNATE CONSTRUCTION YANG (2) S7RUTS— OPTIONAL LONG OBGSS SPANEL r : e• BOPTIONALLOCKCMA SALES 17 COLUMNS) CENTER 10NCES ( 3 COLUMNS) 20 GAGE END STTLES I- US' 1 7S• - I 18 X 7 IWA Wet STRUT 18 X 8 V)WUVDSOR DOOR P.O. BOx 8915 si19 ROCK, OC , AR Sol) 562- 1872 MODELS: 724, 426, 730, 735, 750. 755 PART NAME: N DLOAD RESIDENTIAL PAN DOOR W3 8 NEXT LEVEE DATE: DWG. NO. NONE PLOT 51111 2/27/07 DRN BY gg_ g_p81 BH SHEET 5 OF 5 Florida Building Codc Online Pagc l of 5 ok iA Business; 8: Processional' Regulation i,>yi~ Ali, pgr,OmS10 ' C6f 1 fbrida r G Product Approval IUSER: Public User l pnxi ct Aaaroval Menu > proliuct or Aool Anon Search > Aooli jLk list > Application Detail FL k 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 FBC Approval Date Approved FL17676-R6 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. U MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd-corn Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE EZ Validation Checklist - Hardcopy Received andar AAMA/WDMA/CSA lot/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 1 ,.,.,,rnn,=tuCi1=.VXnwtDavl GYZsjr7_FR... 4/24/2018 Florida Building Code Online FL 1r I Model, Number or Name 17676.1 13540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG3S. Units must be glazed in accordance withASTME1300-04. 17676.2 1 3540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance withASTME1300-04. 17676.3 3540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Impact Resistant: No Design Pressure. +3S/-45 Other: R-PG3S. Units must be glaze ASTM E1300-04. 17676.4 13540 SH Yes in accordance with Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance withASTME1300-04. 17676.5 13540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Impact Resistant: No Design Pressure: +3S/-47 Other: R-PG3S. Units must be glaze ASTM E1300-04. 17676.6 3540 SH Yes in accordance with Limits of Use Approved for use in HVHz: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance withASTME1300-04. Page 2 of 5 Description 3604 Fin Frame Certification Agency Certificate FL17675 R6 C CAC A (It3S511111 7 nin q t odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 It Install - 3 40 SH 36 :c74 fin df Verified By: American Architectural Manufacturers AssociationCreated by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x84 Fin Frame Certification Agency Certificate FL1767A R q zse0 Fin 36xR4 of Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R6 II Install - iSan cii cin 36x84 .if Association VerifiedBy: American Architectural Manufacturers Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate fL17676 R6 C CAC eor no or Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions FL17676 R6 11 Ingrall - 'Asen cia Gin 40x66 .if Verified By. American Architectural Manufacturers AssociationCreated by Independent Third Party: Evaluation Reports Created by Independent Third Party: 44x63 Fin Frame Certification Agency Certificate FL17676 R6 n A ; 40 -- 44xfL rtdf OS/ 26/2020 QualityAssuranceContract Expiration Date Installation Instructions FL17676 R6 II r—fr it - acS f Fin 44x6df Verified ey: American Architecturaenl Manufacturers Association Created byIndependent Third Party: Evaluation Reports Created by Independent Third Party: 44x72 Fin Frame Certification Agency Certificate FL17676 R6 C rAr A 40 Fn 44x72 Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 86 It In«all - 3540 SH Fin 44x7 odf Verified By: American Architectural Manufacturers Association Created byIndependent Third Party: Evaluation Reports Created by Independent Third Party: 44x84 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APCr108161r z a m 109 47 6 df Quality Assurance Contract Expiration Date 04/12/2022InstallationInstructionsfl 17676 i n H Fn 44x84 f Verified By: American Architectural Manufacturers Association Created byIndependent Third Party: l=lorida Building Code Online Page 3of5 17676.7 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +2S/-2S 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 17676.9 13540 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 17676.10 13S40 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 1.7676.11 3540 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 I3S40 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG3S Evaluation Reports Created by Independent Third Party: 52x84 Fin Frame Certification Agency Certificate 1`117676 R6 C GAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date OS/26/2020 Installation Instructions FL17676 R6 11 FLi7676 R1 It Install - 3S40 SH fin x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3604 finless Frame Certification Agency Certificate FL 17676 R6 C CAC APC 'iSa(_ F 36x74.odf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions F •ie c ea tt nA.nUS28 7 Odf Verified By: Luis R. Lomas, PE PE-62S14 Created by independent Third Party: Yes Evaluation Reports FLi7676 R6 AE 511854E 1252.odf Created by independent Third Party: Yes 36x84 Finless Frame Certification Agency Certificate S 36x84.odfFL17676R6CCACAPC35 Quality Assurance Contract Expiration Date 07/27/2020' Installation Instructions l t7676 R6 lI OB-0137 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F .. a R6 ea ct tQR4 3540 FIS 36x84.odf Created by Independent Third Party: Yes 44x72 Finless Frame Certification Agency Certificate i i i676 R6 C rnr• nPr' 'tS40 F 3 44x72.odf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions y 17676 R6 Il OS-01 47B l0.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: -Yes Evaluation Reports FLi7676 R6 AE 511849E 1247.0f Created by independent Third Party: Yes 48x96 Finless Frame Certification Agency Certificate FI 17676 R6 C GEC APC 3540 FLS 48x96.odf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FLi7676 R6 I 08 0137LB ll.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F LL7676R6AE511988E1371.odf Created by Independent Third Party: Yes S2x62 Finless Frame Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fly S2x62 oQ Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions G ^6 It 08 02269A t2.2df Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports t t• . _ ^. rill ;isnx?naram=wGEVXQwtDgvr-GYZsjrZFR... 4/24/2018 Florida Building Code Online t7676.13 13540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 17676.14 3540 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Impact Resistant: No Design Pressure: +25/-2S Other: R-PG25 17676.1S 1 3S40 SH Page 4 of 5 FL17676 R6 A I301Sn »ao Hitt Created by Independent Third Party: Yes 52x72 Finless Frame Certification Agency Certificate Yes F 17 7 R6 C CAC AP r1nR,atC73 OL 109 47 t ndfQualttyAssuranceContractEx 04/12/2022 piration Date Installation Instructions Fl 17676 R6 11 08-07»0q iz ,Ir Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A2270.ndf Created by Independent Third Party: Yes 52x84 Finless Frame Certification Agency Certificate Yes FL17676 R6 C CAC AP ici0 F S s2 l81 4 odf Quality Assurance Contract Expiration Date05/26/2020 Installation Instructions FL17676 R6 If 08-01514 S 1 1dt dr Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Dcsign Pressure: +35/-35 Other: R-PG35. Units must be glazed in accordance withASTME1300-04. 17676.16 3S40 Triple SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +35/-SO Other: LC-PG3S. Units must be glazed in accordance withASTME1300-04. 17676.17 13540 Twin Single Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +35/-40 Other: R-PG35 rroro tco At 512141 40 FI S rRd Hitt Created by Independent Third Party: Yes 48x72 Fin Frame Certification Agency Certificate F_L17676 or r rAt- Aor .1— n, df Qualtty Assurance, Contract Expiration Date07/20/2019 Installation Instructions FL17676 R6 II Install Instru 35e1SH FIN 48t77 Ae Testedl.odf Verified By: American Architectural Manufacturers AssociationCreated by Independent Third Party: Evaluation Reports Created by Independent Third Party: 108x74 Fin Frame Triple CHS Certification Agency Certificate FL176 . R6 C A Certificate 7: 7 01 10 47 1 ndf QualityAssuranceContract.Explration Date 04/12/2022 Installation Instructions FL17676 R6 11 rn i,n l - 3540 — r H Fin 1 L 4 odf VenftedBy. American Architectural Manufacturers AssociationCreated by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x71 Finless Frame Certification Agency Certificate FL17676 R6 C Cd AP F190 01 IOo 47 RO "4 H, df Quality Assurance Contract Expiration Date 11/ 03/2020 Installation Instructions FL17676 R6 If 00-02og7 - Anchor Ito As Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE S1-tRri nAr Created by Independent Third Party: Yes Oadc NCRI Contact :: 2601 Blair Stone Road Tallahassee r 32399 Phone. 850-4e7-IeN The state of Florida is an AA/EEO employer "aX62ht 2007.201 tat of Raj," Privacy Sut nt „ Access bihty tat nt ;; gefund Sutement Under Florida law, emad addresses are public records. It you do not want your C-mad address released In response to a public -records feoueSt, do not send electronicmadtothisentity. Instead. Contact the otrice by phone of by traddronal crud. If you have any questions, please Contact 8SO 487.139S 'Pursuant to ELEVATION 36' 2' typ. TT B' o:c. Max. L Co a '&CLEARANCE ALL FOUR SIDES) 7]C 'NAIL, FIN' IS A GENERIC JERA V91CHrwr. rl ANf.'. HEAD. DETAIL FLASHY BY DTHEi Anchor See Section Deti IZE HEADER AS NEEDED FIN rNTIRE PERIMETER BEFORE FASTENING. EdgeSMIM AS, r Min 7/.16' F REQUIRED Min. Edge 7/16' SHEATHING; JAMB DETAIL MUST ACHIEVE 1SCREW/ CSPENETRAON HOWN WITH . • SHEATHING) INTO STUDIA SILL DETAIL Notes:. 1. Installation depicted based off, of structural tes't.report 182133.O1-109-47. 2. Wood screws sholl sctisfy 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 frome 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. sholl be sufficient to guorontee 1-1/4' penetration into wood. -buck. 5. Maximum shim thickness of 1/4' permitted of each fastener location. Shims shall be load bearing, non— coi pressible.-type. 6.. These drowings•.depiet• the details, nEcessory to meet structural load requirements. They do not address the air infiltration, water penetration,-iritrusion or •thermal performance requirements of the instollotion. 7. ',Installation shown ii .thot of the test window for .the size shown and' the design pressure claimed: For window sizes smaller than shown, locate fasteners 2' from comers and no more thon ' B' on center. Design_ pressures ofsmallerwindowsizesorelimitedtothat of the test window. SIZE' AND DESIGN 'PRESSURE CHART PACING ADESIGN SLIUP 10 IE SEE TEST EPORTSFOR INDVIDUALUNT SIIZEAND APPLICABLE DESIGN PRESSURE LIMITATIONS) M1 eoo Windows &. Doors Gratz, PA w_ n, D. rt M.R. 1 12-14-09 INSTALLATION NSEDE"S — FIN— RCHUL 3540 SingleHung NONE 1 D' D4 W L540- 3240 SHFIN 36' MAx. FRAME WIDTH L 4 MAX. ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CHART SHEET 1 FOR UNIT SIZE AND ANCHOR OUANTITY O 8MAX. F FRAMEHEIGHT L X 4' MT SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40. 01-50.OPSF NONE Numhor of Mehors Height TABLE OF CONTENTS SHEET NO I 1 I CLEVAT10NS, ANCHORING LAYOUTS 2 — 3_INSTALLnnON DETALS eMSDNt OESCRNIgN Il IE 4rYh11 iJ NOTES: 1) THE PRODUCT SHOWN HEREIM IS DESIGNED AND MANUFACTURED TO COMPLY wm REOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOACS70STRUCTURE. FRAMING AND. ens OPENINOISTHERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3) iX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE. 1X BUCK IS NOT USF.O DISSIMILARMATERIALSMUSTBESEPARATEDWITHAPPROVEDCOATINGORMEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THEARCHITECTORENGINEEROFRECOP,D. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE, DESIGN OF iHC P. PRODUCT SHOWN HEREIN, WIND LOAD DURATION FACTOR Ca=T.6 WAS FO WOODANCHORCALCULATIONS. USED 5) FRAME MATERIAL: EXTRUDED RI -ID PVC. 6) SASH UNITS MUST BE REINFORCED tt7TH VL-451•-020 STEEL. REINFORCE wNT. 7) UNITS MUST BEAILS IUST GLAZED. REINFORCED 1300—p4, 104S-020 STEEL REINFORCF.MF.NT. 8) APPROVED IMPACT PROTECTIVE SYSTEf4 IS —MUM FOR THIS PRODUCE I;, ,,,•,ND BORNEDEBRISREGIONS. 9) SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITi LOAD REAR1NC; SIi1w. SHIMINHERESPACEOF1/16' OR GREATER OCCURS. MAxILIUW aLLUW BLE Sr1ue STACKTOBE1/4", 10) FOR ANC110P.INC' INTO MASONRY/CONCRETE USE 3/16' TAPCONS W171.1 SuFrICIENI LENGTHTOACHIE'7E A 1 1/4' MINIMUM EMBEDMENT INTO SIJ8SiRATE 1.1I7h 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHO:IN IN ELEVADUkS 4NG INSTALLATIONDETAILS: 11) FOR ANCHOR;NG INTO WOOD FRAMIr:G Or, 2X BLICK USE 18 WOOD SCRC.! WIT!I SUFFICIENTLENGTHTOACHIEVEA13/1f:' rnN;rruM EMBECIeENi Ik10 SUBSTRATE. LOCATE:.Nt HORS AS SHOWN DETAILS. IN ELEe;1T10NS nHD ik;iAt!A11Ch 12) ALL F,aS1ENERS 10 BE CORROSION RE:StSiANI. 13) INSTALLATION ANCHORS SH4L.L BC INSiALIED IN ACCORDANCE Y;11H A:vCIIUI; MANUFACFURER'S INSTALLATION INSTkVC11ONS, AND AkCHOR'i SHALT. NOT FE USEDINSUBSTRATES .YIiH STHENGIHR LESti IH4N THE M Sl tLNi LI PECIFIEDBELOW. MrNIML' A WOOD A1IN16:L'AI SPECIFIC : RANIii' OF I.=p.42 BCONCRETE — rtlp"MUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE GREATER). TO :STM r,-90, GRADE ;, TYPE SIGNED: 1012112011 MI WINDOWS AND DOORS 650 wESi MARKET STREET GRANTZ, PA 17030-0370 11 1I1/ S R. •L o /olz SERIES 3540 FINLESS PVC SINGLE EN' - 1 o" HUNG WINDOW STEELREINFORCEDNON —IMPACT 36" X 61 I gq ELEVgiION, ANCHORING LAYOUT AND NOTES NOTES o1u" n• owc ws. V. L. 08- 01372 xtv r" toy AT OF tt` S; [0 %IDV' • 'i NTS o"1 I0/17/11 SNECIi OF 3 7S/ONAItE0G` RTNSONS 0MRIMICN I DAr I AWNv.1i - 7X BUCK/WOOL' FRAIAING BY OTHERS. 2X BUCK, TO LIE DROPERLY ,SECURED I / FLANGE TO B 1/4' MAX. 1 3/16" MIN. _ 1/4' I.V.X. SET IN EED Or SHIM EMBEDMENT SHIM APPROVED SEALANT HEAD TO BE SET SCREW IN A BED OF APPROVED CONSTRUCTION SELANi i I INTERIOR 2X BUCK/YrooD FRAJAINC ( jBYOTHERS. 2X BUCK TO •\ j `— lJ--! EXTERIOR (( INTERIOR B: PROPERLY SECURED__ oVIA. I I u!II SILL TO BE SET IN BED OF APPROVED CCNSTRuCTION ADHESIVE 1IA" Mk(. FLANGE f0 BE _ SHIM SET IN, BED OF PPROVED SEALANT I 2X BUCK/WCOD FRAMING - VERTICAL CROSS SECTION BY OTHERS, 2x BUCK TO 2XBUCKAYOODFRAMINGINSTaLLAiIONBEPROPERLYSECURED EXTERIOR FLANGE TO DE - SET IN BED OF APPROVED SEALAW HORIZONTAL CROSS SECTION 2X BUCKANOOD FRAMING INSTALLATION NOTE: INFERIOR AND EXIERICH FINISHES, BY OIIILHS. NOS SHOWN FOR CLARITY MI WINDOWS AND DOORS WEST PAAR7030KET STREET0370 51lk ifLl, o65041 GENSF 9. GRANTZ. fTl y6j26yf a= SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36' X 84 INSTALLATION DETAILS 9D . AT OF i'OFS;CLpR10V. MAWDND NO OB-01372 N!4 V.L. 1//111111%0EE123srxtNTS — 1D/17/11 I OF MASONRY/CONCRETE BY OTHERS CPTIC•NAL IX BUCK BY OTHERS. IX BUCK 10 BE a I"POPER_Y SECURED. SEE NOTE 3 SHEE.1 I LANCE TO BE J 1/a' SETIN BED OF 1.1; SHIM APPROVED SEALANT c HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SEALANT FLANGE TO BE SETIN BED OF APPROVED SEALANT OPTIONAL 1X BUCK BY OTHERS, 11.. BUCK TO BE PROPERLY SECURED. SEE NUTS 3 SHEET 1 VERTICAL CROSS SECTION MASONRYA%ONCRETf INS: ALLATIDN SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4' MAX. SHIM MASONRY/CONCRETE BY OTHERS REM.S.3's fASCRIPNCN -- 1 1/4' IAIN• ENEMBEDMT J — 1/4" I.W.. SHIM MASONRY/CONCRETE 3/I6" TA">CON BY OTHERS I INTERIOR 2 IN. SDIST. EDGE1 a I OPTIONAL 1X BUCK BY l OTHERS. IX BUCK TO BE EXTERIOR PROPERLY SECURED SEE LANCE TO BE NOTE 3 SHEET I SET IN BED DF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY' CONCRETE INSTALLATION DAIf - / WRfhi: NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS; NOT SHOWN FOR CLARI7-Y. MI WINDOWS AND DOORS IIII IIII 650 WEST MARKET STREET GRANTZ, PA 17030-0370 5 R', L0 /* E14' 'f SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED —POP—IMPACT 36" X 84 G F 07,` INSTALLATIONDETAILSp • TAT OF ORArN. two No. NTS V. L. De-0t3)2 3 of10/17/11 —L'l3i i/,OtiA'1E\` ELEVATION loe 12' O.C1'...— 2* typ Ir I Mox 2' typtyp. I I 2' o.c. mox. n A'i4* CLEARANCE ALL FOUR SIDES) SHEATHING Min Edge. Distance it JAMB DETAIL C 'NAIL FIIs,' .I RM WHICH HEAD DETAIL y s trim Anchor See Sectlon Details) Min Edge 'a' SILL DETAIL SIZE HEADER As NEEDED oulk under ENTIRE erlmeter of Votling fin'before fastening. IM AS DUIRED7 DRYWALL Notes: 1. Installation depicted hosed off of structural test report C7327..01-109-47. 2. Wood screws "shall sotify the N0601101 Design- Specification for Wood Construction for mdtertol type -and dimensional requirements. 3. Wood buck instollotions are assumed 2x S—P—F (G=0.42) or denser. Buck width sholl be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck sholl be secured to the structure to resist oil design lords. 4. Wood screw lengths sholl be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted .at each fastener location. Shims sholl be- load bearing, non — compressible type. MOWN WITH 1/2' SHEATHING) MUST ACHIEVE 1=1/4• PENETRATION INTO STUD. . 6. These -drawings depict the details necessary to meet structural load requirements. They do not address the air inriltrotion, water penetration, intrusion or thermal performance- requirements of the instolldlion. 7. Instollotion shown is that of the test window• for the size shown and the design pressure claimed. For window sizes smaller than •shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures• of smoller window sizes ore limited to that •of the test window. SIZE AND DESIGN 'PRESSURE CHARTFASTENERTYPEAND 'SPACING' SHOWN WILL ALLOW DESIGN PRESSURES. UP -TO •+35/-50 UNITS UP TO 108' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) ouw m as xea V.M.R. 8-20-09 t INSQT LLATI N INSTRUCTIONSNSTRUCTENS — FIN— FAST"' o,n nma+ce ... snr. 3540 Single Hung NONE 1 e 1 Windows & Doors ob C Gratz, PA Continuous- Head and 'Sill }540 SON CSH FIN Florida 131.1ilding Code Online Page I of 3 17 ii' i ` i TrAS46[16401,bti1 r Mrl OCIS Home I Log In Use, RegistratlOn Hol TO 7 I Submit Surcharge Stets 6 facts Pubi¢ationS F9C staff I SCIS Sde Map LinkS I Search dblor a Product Approval USER: Publa User Product Approval Menu > Prod— or Aookcahon Search > Aooh[atbn LKt > AOPIiCation Octail FL k FL18644-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by OBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved CI MI Windows and Doors 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext2S60 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA toI/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 200S 2008 ttunc://www.(lnridahuildin2.orL-/13r/ar apt) dti.asi)x?param=wGEVXQwtDqu[Gtg5bCX[Zs... 4/24/2018 Florida Building Code Online Summary of Products Page 2 of 3 FL # Model, Number or Name Description t8644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency CertificateApprovedforuseinHVH2: No FL18644 R2 C CAG MI Window - 3 00 PW 8 1(lZApprovedforuseoutsideHVH2: Yes 8lx63.odf Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: +SO/ -SO 04/30/2021 Other: FW-LCSO Installation Instructions FL18644 R2 If 0 -02818 odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 5136t0 odf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL18644 R2 C CAC APC 03210 01-I09-47-RO 3500 FXDApprovedforuseoutsideHVH2: Yes I118221.odf Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: +3S/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 If 08.02818 odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE S13610 ndf Created by Independent Third Party: Yes 18644.3 3500 PW 6Ox96 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLt8644 R2 C CAC AP C - Ft910 01 -If Approved for use outside HVH2: Yes Quality Assurance Contract Expiration DateImpactResistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R2 11 08-02858 odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE St3666 F1 10 28S8 odf Created by Independent Third Party: Yes 18644.4 3SOO PW 96x60 Limits of Use Certification Agency CertificateApprovedforuseinHVH2: No FL18644 R2 C CAC M1 Windows - 3500 PW 89102ApprovedforuseoutsideHVH2: Yes 96x60.Ddf Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 R2 It 08-02854 pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 5136 7 odf Created by Independent Third Party: Yes Back No:t Contact Us :: 2601 Blair Stone Road. TallarialSee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrtoht 2007-2013 State of Florida :: Privacy Statement :: AccessibUM Statement Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released inresponse to a Public -records eO4ueSt, do not sendelectronicmailtothisentity. Instead, contact the OKKC by phone or by traditional mail. If YOU have any Questions. Please contact 8SO 487.139S. -Pursuant toSection4SS.27S(1). Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS. F.S must Provide the Department with an email address iftheyhaveone. The emails Provided may be used for official communication with the licensee, however email addresses are Public record If you do not wish toSuPPIYaPersonaladdress, Please Provide the OePartment with an email address which can be made available to the Public. To determine of you are a licensee under Chapter 4S5. F.S , please click here Product Ap'lprr000vv-yaa l Accepts-. l I M M Florida Building Code Online Pagc 3 of 3 Credit Card Safe securiE ei uc"s littps://www.noridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRs... 4/24/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING Al-D MASONRY OPENING iS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER, OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE, WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR CTHEP. STRUCTURAL SUBSTRATE MATERIAL. 5 WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1x BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOP. FIN INSTALLATION SHIN AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1-6- OR GREATER OCCURS. !MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Co=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDEC RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS. PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH --IN INTO WOOD FRAMING OR 2X BUCK USE A6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWY IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATIONS 3 INSTALLATION DETAILS nMSgnS I wr I Dtscndn*N I Dwr[ I APPRMO 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS 'SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES- ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF .APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 35007. 3500SDUTES, 3500SP, 3540PX. 3540T, 3540SDLITES. 35405P, 3250PZ. 3250T. 325OSDLITES, 3250SP. 3240PW. 3240T, 3240SDILITES. 32405P, 350011PPW, 350OHPT, 3500HPSDUTES, 3500HPSP, 358DWP, 35801. 358DSDLITES, 358OSP, S-350OPW. 5-35001, S-350OSDILITES, S-3500SP, S-354OPW, S-3540T, S-3540SDLITES, S-3540SP, M-350OPW. W-350OPW. W-35ODT, W-354DPW, W-35407, W-35405DIL17ES. W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. SIGNED: 0211712016 MI WINDOWS AND DOORS o%jIIIIIIII,, 650 WEST MARKET STREET GRATZ. PA 17030-0370 0V, a' `D iipEfq' .4j,' 0 It4TATVOF SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT oNOTESp • . I'OF• r[pR101:-?•: i jl uwNV DwC nD. 08 90F nl1 uuc NTS wr[ 02/04/ 16 s"[n 1 3 OtiA II0a0 2" CHART I 2 NUMBER ANCHORS SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.0%60.OPSF NONE NOTES 1 MAXIMUM D L.0 - 92" X 56' 1. (2) 1" X 1/8' WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #1 Height RNSiONS DESCROWN D+tE MPN'MD .. SIGNED: 02/17/2016 MI WINDOWS AND DOORS 650 WEST MARKET STREET J s GRATZ, PA 17030-0370 SERIES 350" FIXED wlACT CEMSR •`1' et = ANDi I261 :` 96" X 60" NON —IMPACT AT OF luELEVATION G` rL, DRAWN D+C MD. Rev oFS .cL OR10: 5%DNAN.C. OB-02859 11E!\` scaE NTS 0^ 02/04/16 S"E°2 OF 3 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8' MIN EDGE DISTANCE EXTERIOR 3/6' MIN EDGE DISTANCE 16 WOOD SCREW APPROVED SEALANT tMtltUMENT BEHIND FIN VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCX INSTALLATION INTERIOR WOOD FRAMING EY OTHERS 1/4' MAX. SHIM SPACE 1/4 MAX SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING BY OTHERS y6 WOOD SCREW 1 1/4- MIN. EMBEDMENT APPROVED — SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE REMSgNS DESCRWTgN 1/4' MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCX INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERSNOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS. TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DATE I APPNDVED SIGNED: 0211712016 MI WINDOWS AND DOORS IICIII i650WESTMARKETSTREET CRATZ. PA 17030-0370 uR5 0 i E NS 9p SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS o, &1261 +ram c OTAT E OF Dec NO. 08-02859 O . REV OR10r Gf`Z NTS D`R D2/04/16 s"ttT3 OF 3 1E` Pagc I of') Florida Building Code Online IN Iw r c,r Publ2aUons r8C $raft 0e15 Site HaP Units search scls Horne I Login user Registration not Topics subnut surcharge Stars 6 FaRs 1 0^dli3 a^ r Product Approval u USER. Public User tL. iGjln'n Productrod ,R Menu > Product or Aooiication Search > eQphUhon List > Application Oetail FL18504-R2 FL tt Revision Application Type 2017 Code version Approved Application Status Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger Authorized Signature bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Windows Category Mullions Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report PE-62S14 Florida license Architectural Testing, Inc., an Intertek company Quality Assurance Entity Quality Assurance Contract Expiration Date Steeveenn MM. Urich, PE vt Validated By S. Validation Checklist - Hardcopy Received Certificate of Independence cL t 8504 R2 COI FL COS Year Referenced Standard and Year (of Standard) Standard Year AAMA 4S0 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 option D 4/ 24/2018 Florida Building Code Online Date Submitted Date Validated Date Pending F8C Approval Date Approved Summary of FL tF Model, Number or Name 18504.1 14-1926 Horizontal Mullion 09/23/2017 10/23/2017 10/26/2017 12/12/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up toWindZone3 18SO4.2 I M-1926 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84', Impact resistant up to WindZone3. 18504.3 I M-2285 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum span - 120", Impact resistant up to WindZone3. 18SO4.4 I M-2285 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to WindZone3. 18SO4.S I M-2300 Horizontal Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 120", Impact resistant up to WindZone3. 18504.6 I M-2300 Vertical Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 84% Impact resistant up to WindZone3. Page 2 of 3 Description M-1926 Horizontal Mullion Single, Twin or Triple withTransom Installation Instructions F_L18504 R> II 08-0145 SB ndf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 R A Si207 g odf Created by Independent Third Party: Yes M-1926 Vertical Mullion Installation Instructions FL18504 RII 08-01445a df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 R AF 1 06QB ndf Created by Independent Third Party: Yes M- 2285 Horizontal Mullion Single, Twin or Triple with TransomInstallation Instructions FLISSO4 R2 II 08-018 aa wf Verified By: Luis R. Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FLIBSO4 RD A Si S ig odf Created by Independent Third Party: Yes M- 2285 Vertical Mullion Installation Instructions FL18514 R2 II 08-01a df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 R2 AF 51 QQ_8 odf Created by Independent Third Party: Yes M-2300 Horizontal Mullion, Single or Twin with Transom Installation Instructions F118504 R2 II 08-019n7a „nf Verified By. Luis R. Lomas, PE PE-62514 Created by Independent Third Party. Yes Evaluation ReportsqfL18504 RAF S1irri7A Qdf Created by Independent Third Party: Yes M-2300 Vertical Mullion Installation Instructions FLL8504 R2 11 08 O1g06B odf Verified By: Luis R. Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL18504 R2gE 51 601B. df Created by Independent Third Party: Yes 18SO4.7 I M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of UseApprovedforuse in HVHZ: No Installation Instructions Yes FL18504 R2 11 08-0 Ain „ ff Approved for useoutsideHVHZ: Impact Resistant: Yes Verified By: Luis R Lomas PE-62S14 Design Pressure: N/ A Created by Independent Third Party- Yes Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R Evaluation Reports AFZone 3. S uiopdfCreated by Independent Third Party Yes Deck Nc+t Florida Building Code Online Page 3 of') Contact us •: 2601 Blair Stone Road. iananassee Ft_ 32399 Pnonc 850.487.1BN The State of Florida is an AA/EEO employer C00yrinnt 2007.2013 State of Florida.:: Privacy Statement : Accessibility Statement :. Relund Statement Under Florida law, email addresses are public records. If you do not want your a --ad address released in response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mad. If you have any questions, please Contact 850 487.1395. -Pursuant to Section 45S.275(t), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS. F.S. must provide the Department with an email address d they have one. The entails provided may be used for official communication with the licensee. However email addresses are public record. If you 00 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 45S, F.S., please Click berg_ Product Approval Accepts: Mr9P® Credita Safe SCC(lrlt 'A1.gRi&S https://www. (loridabui lding.org/pr/pr_app_dtl.aspx?param=wGCVXQwtDgs9%2(%2ftCO... 4/24/2018 I:ES: 1) THE PRODUCT SHOWN HEREIN IS UL:.Ifr:ED AND MANUFAC71JRED Tit IMPLY WITH REOUIREMENI- OF 114E FLORIDA BUILDING (ADE. 1) WOOD FRAMING TO BE CESR;NED AND ANCHORED 10 PROPERLY 1R:ANSFER ALL LI)ADS It, 5TR1J1'T11RE. FRAMING IS THE RESPONSIBILITY OF THE A.-CHITECI OR ENGINEER OF RECORD. I ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR 0=16 WAS US:D FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. I DESIL:N PRESSURE AND NSIALLATION DETAILS SHOWN IN THIS CII)I,UMET4i APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL r•) SINI;LE WINDOWS TO BE MULLED ARE NOT ' IMITED 70 THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC 7) PRESSURE OF MALED UNIT SHALL BE CONTROLLED BY THE LE•,SER DESIGN PRESSURE •)F THE MULL ICIN OR THE INDIVIDUAL wINDQW OR DOOR UNIT I VNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANI.HORED AS SHOWN HEREIN. 9) N.11LLii)N VERTICAL INSTALLATION I: NHUWN• MULLION MAY BE USED IN HCPR;ZCINTAL APPI:CAT GINS AS L4N" AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS AN;HORED ACCORDING 113 •.H15 DOCUMENT. DL' 101i PF.ESSLIRE TABLE INSi UCTION: I; DET'INE REQUIRED DESIC14 LOAD PER FLORIDA BUILDING CODE CHAPTER 16 DEUR1AINE TRIBUTAR.' WIDTH AND MULLION :PAN P.A_•ED ON Fi I);I! Q i lO BE INSTALLED '.-LE FIAMULA FI)R TRIF:IJIAR I WIDTH. Lr.•.AP-' MULLION SPAN (UNIT IIEIC•HT) AND TR'BUTAPY WIDTH. AT 4r. l,F r',)VJ ANII ,-)LIIMN :I)1•Ii,111;1\:• T•;E 'JULLICIN IIG 1RISIJ7Arr'I WIE'TII 1 „':•;,I:: ^,E t,7 i. THI• L41 ql U:'I F,AT I:•!•: f''IQ Sit it Ii L' T IN '.) ET' Mt'1' I•i.TIN(,: LII1_,T FE 1.: I•f•F' "r 1:•I: 4t.±11:; •(• REI"S-O-S DE;CR.PtK-R REwSED !NSTALLAIION DETAILS REMSED ANC•ORINC Nri'-ES ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16- ELCO ULTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW W17H SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED aELOW- A WOOD - MINIMUM SPECIFIC GRAVITY OF C=0 42 B CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). D. METAL - STEEL 18CA (.048") F'i=33KS1/FU=52KSI OR ALUMINUM 6063-75 FU=301(51 .0625" THICK MINIMUM. TABLE OF rONTENTS I Lt r NOT--- DESCRIPTION I MITES ONFII. URAI IONS AND DP CHART INSTALLATION DETAILS 4 I b3MPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M- 1926 VERTICAL MULLION 64" MULLION SPAN NOTES DRAWN DR.' A4i V.L. 08-01445 S`"tE NTS 0"1 01/11/12 "EL' I OF 4 L. ROBERTO LOMAS PE. 1432 WOODFORD RD LE WISVILLE, NC 27023 434-sm-am r0ama vn m sp*.e D•IL I •:nR:.x E. 0:•/IO/IJ RL - v — SIGNED: 10/17/2017 R I ICO' b GENS(9EP11 i3O'O`,OtlRCEI OeP• zNNA') O G\ Luis R. Lornos P.E FL No.. 62514 107 3/8" - LOMBINED WIDTH W I --IL_ _ W2Ir I f 7 111 uCx :IT I WINDOW WINDOW 107 3/8' COMBINED WIDTH wl-jr w2-j 1- 1 FRAME IVINDOW WINDOW HEIGHT MULLION SPA 107 3/8" I];MBINED WIDTH V: I w2 f WINDOW7 f 1 WINDO I I WINDOa1j{! I I II1 r..--- 1-OMBINEEI •.VIDTI, span In1 18.+3 2S.S0 36.00 42.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 120.0 120.0 120.0 120.0 120.0 49. 63 62. 00 120. 0 98.3 81.2 76.9 75.2 75.1 96. 4 73.6 58.a 53.7 50.7 a9.4 65. 63 72. 00 90. 2 68.6 53.9 49.3 a6.3 44.8 87. 0 61.2 a7.6 43.2 40.1 38.8 84. 00 82.1 a5.0 33.1 29.1 28.3 24.9 t07 3/8' COMBINED wIDTH wi - i1- W2 81- 4 I FRAME DOW WINDOW HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH r- W 1rIr-=' WINDOW / 1 p4A:F. ri : IWINQWIif I-LvmVQO Hl 1i IT I r W I W:. •- -II-- "j 107 : C. OmBINEEI WIDTH REVISIONS DESCRIPTION REVISED INSTALLATION DETAILS REVISED ANCHORING NOTES 107 3/3- FCOMBINED WIDTH j r w2 I y II } WINDOW FRAME !/ W r koc. HT r 0.. I W I - --f ceo- AB:NED WIDTH APPROVED CONFIGURATIONS AS MULTIPLE IDUNITHDOESNOT EXCEED iT T10073/ 8'AS SHOWN HEREINMBINED u.00 4e.00 s2.13 span pn) 1e.» 2s.so 36.00 2s.00 tzo.o txo.o 120.0 1xo.o 1zo.o 1zo.o 37,38 120.0 720.0 t20.0 120.0 120.0 120.0 49.63 120.0 109.2 90.2 85.4 83.5 83.4 62.00 107.7 81.8 114.8 59.7 56.3 54.8 65.63 100.2 75.2 59.9 54.8 51.4 49.8 72.00 90.0 68.0 52.8 48.0 44.0 42.0 84.00 92.1 45.0 33.1 2B.1 28.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE ME DIMENSIONS AND DO NOT INCLUDE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAWN: V. L. OB-01445 scAu NTS DATt 01/11/12 SNEEt2 OF 4 L. ROBERTO LOMAS RE I',, wDDOFORD AD blmLE. NC 27023 REV B DATE I IJ .-cD OB/07/ 15 R.L. 05/ 10/ 17 R.L. SIGNED: 10/ 1712017 Lws R. Lom0s P E. FL No.: 62514 t q>I I :'- M/.S{dJP.Y/fliNC,^nE'E Br OTHFF:. i I.. t I i L MIN. I I I /1i: •• EI CLT ULIRA(7N VJ _CT'i7% SECT M— 19?6 MULLION SEC.'T5796 CLIP I f/ 10 WOOD SCREW L 1 3/8" MIN. I h' MIN I , WOOD FRAMING/ C.E. DI:.Tr,TI4E ----1 2x BUCK VERTICAL CROSS SECTION BY OTHERS MASONRYiCONCRETE AND WOOD FRAMING INSTALLATION SECT M-1t#26 MULLION V.'T SEr_T5796 CUP 910 SM$ OR SELF DRILLINGISCREW 1/2" MIN J 9:j EDCE DISTANCE METAL STRUCTURE VERTICAL CROSS SECTION BY OTHERS METAL STRUCTURE INSTALLATION I Prww % DESCMPIK. REVISED !NSIALLATIOII DETAaS REVISED ANCw.?RINC N,, ES EC'• 57Ed. Or^ LITJCvb)__ III I SECTS796 OR MTO00022 CLIP n CLIP INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET CRATZ, PA 17030 M— 1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS DRAWN. Dwi, w0 V.L. 08-01 aa5 WAt NTS °"1 01/11/ 12SPEs.tt13 OF a L.PDOERrOt Id wOODF)RORDLEMSNLLE,NC?70t7 b•6tet•0609 i0amacf99bnasp.can SIGNED: 1011712017 I0 7 iATE OF t4 F • ,I0 tot. • ` tlr`. iLe i'10 E C Luis R. Lornos P.E FL No.: 62514 2 3/4' 1 SECT M• 1926 MULLION ALUMINUM 6063• T5.125" THICK 3 1/4' j 3/3.. _ F 3 I/4- r.7 MT000022 CLIP 16GA (.D63) GALVANIZED STEEL 3 3/4 1 3/a- p" 2 7/8- 7/8 — I A SECT5796 CLIP 2x 01/4" FOR CONCRETE INSTALLATION ALUMINUM 6063•T5.125•THICK 2 x o1/4- 3 3/4" I I 3/8- I SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063•TS .125• THICK 2" 2 7/8" 3 3/4- 2 1/4" 1L_ f 2x of/4" I 1— 1_ SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUM/NUM 6063 TS 125' THICK REVISED IN:IALLAIRiN DETAILS REVISED ANCNQRINC- NhIE: DS/'D/'7 I ^-L. SIGNED: 10/1712017 MI WINDOWS NDDOOLLC 650MARKET STREET J;1i1rRC0 GRATZ. PA 17030 GENSF J'' r, 0,,S1251 M-1926 VERTICAL MULLION 64" MULLION SPAN COMPONENTS fF ¢ 20 AT OF lr,_ i0 . kr i'oFS ;c[ p RIOP • G?`.• Lv;B R. Lorno: P. E IRA". V. D+ c n0. OB Rtv 9 uL.ftt NTS Cott 01/ II/12 SOL114S OF 4 1. ROBEArO LOmAS P.E. 1432 WDODFORDRD LEWISVILLE. NC 27023 FL No. 621,14 U4."a•0609 famwISIIIp-bspe cow 17101-1da Building Code Online Page I of 2 Business i& Professional, Regulation; ae>•7iovF ,ks,i;l oeyll oe aolruw.u aon)actcera Florida pr mUSER: Product ApprovalbpublicuserLam- O.M w Or A60licatiOn SeWl > KdNOn Lilt > Applieatlon DaWl o.. vur+ ennmval Menu > f:2Rl FL r/ Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL16544- R3 Affirmation 2017 Approved 0 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 al phaaluminum inC@yahoo.com Luis Lomas rilomas@lrlomaspe. com Panel Walls Soffits Evaluation Report from a Florida Registered' Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE- 62514 Keystone Certifications, Inc. 07/ 30/2023 Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Fl 16S44 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code RZ- 1 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my products) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 1,DYes QNo (iN/A 1%... ni')L_ A/1n/7f112 r1orida Building Code Online EI16544 R3 OC FLt6S44-R3- OMP odf Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/ 12/20 t8 Date Pending FOC Approval Date Approved 01/14/2018 Summa of Products Page 2 of 2 Model, Number or Name Description 1654E4.1 Alpha Aluminum Sohd & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & Aluminum Soffit/ CMU & Wood Wood Limits of Use Approved for use in HVH2: No Installation Instructions Approved for use outside HVH2: Yes FL16544 R3 If 08-021 8A odf Verified By: Luis Roberto Lomas 62S14ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO INSTALLATION INSTRUCTIONS FOR Evaluation Reports FL1.6544 R3 AE 512914ADESIGNPRESSURERATINGS. odf Created by Independent Third Party: Yes Bade NC t Contact us :: 2601 Blau Stone Road Tallahassee Ft 22399 Phene: 850487-IBN The State of Florida Is an AA/EEO employer. C011Ydaht 2007-2013 State of Florida :: ldracv Statement :; Accessm&ty S a[ nt :: Refund Statement Under Florida law, email addresses are Public records. It you do not want vow e-mail address released in response to a public -records request, do not Sendelectronicmadtothisentity. Instead, contact the office by phone or by traditional mad. If you have any questions. Please contact 850.487.1395. •Pursuard toSection4SS.27S(1), Flwida Statutes, effective October 1, 2012. licensees Gcented under Chapter 4SS, F.S. must Orovdo the Oeparlment with an email address !/ they have one. The eTabs provided de t be used for nt c act1communicationwiththeucenSee. However email addresses are Public record. If you do not wish toSupplyapersonaladdress, please provide the Oepartnlent with an email address which can be made available to the public. To determine If you are a licensee underChapter4SS, F.S.. please click here . Product Approval Accepts: C(edt Safe smiritysi LTRICT 16 5/8' I4 9/32' --1 7/8'I-- a 9/32' --i 7/8 r 1/2' I 1 T 6" ALUMINUM SOFFIT- SOLID AND VENTED 3105 H28 ALUMINUM .012' THICK VENTED VERSION VENTED AREA: 20.25 IN'A.INEAR FOOT DESIGN PRESSURE RATING IMPACT RATING 54.2PSF NONE WHEN INSTALLED IN 12'OVERHANG DESIGN PRESSURE RATING IMPACT RATING 38.4PSF NONE WHEN INSTALLED IN 16'OVERHANG DESIGN PRESSURE RATING IMPACT RATING 31.1PSF NONE WHEN INSTALLED IN 24.OVERHANG TABLE OF CONTENTS SHEET NO. DESCRIPTION I PROFILES AND NOTES 2 - 3 INSTALLATION DETAILS AND COMPONENTS RCASW.S DESCRIV:Wr. wt[ MNRM[C REVISED DIMENSIONS AND MATERIAL GRADE 11/13/14 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREIAENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING' IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN' HEREIN. KIND LOAD DURATION FACTOR Cd-1 6 WAS USED FOR WOOD ANCHDR CALCULATIONS. 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105—H2B 5. FOR ANCHORING INTO WOOD FRAMING- OR 2X BUCK USE 1 3/4" TRIM PAINTED STAINLESS STEEL NAILS WITH 1/4' HEAD DIAMETER. 3/4"XI/4- CROWN OR 3/8-X3/8" STAPLES. REFER TO DETAILS A. B. C. AND E FOR MINIMUM EMBEDMENT AND SPACING. 6. FOR ANCHORING INTO MASONRY/CONCRETE USE 097" DIAMETER T NAILS OR STUB NAILS REFER TO DETAIL D FOR MINIMUM EMBEDMENT AND SPACING. 7. ALL FASTENERS TO BE CORROSION RESISTANT. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENCIH CONFORMANCE 1C ASTM C-90. GRADE N. TYPE I (OR GREAiER). SIGNED: 1211112014 ALPHAO NC. IIli/ PREMIERU Ow ORLANDO. FL 32809ZZ S`c, GENS P 00yt34 6'r16" ALUMINUM SOFFIT PROFILES AND NOTES D TAT E OF ;lQ i C. SS/[ ORIO"` om.tj: oRc Rn08-02198 1ALL -'t S EEI NTS 08/OS/13 1 Of S TEM 1 2 FRAME BLILDING BY OTHERS SEC DETAILS A, BAND C SHEET 3 12' OVERHANG 12" OVERHANG INSTALLATION DETAIL i 3/4" 1 V16" 1_ T T 2) F CHANNEL 910,9-H28 AL UM/NUM .0 f2' THICK FRAME BUILDING BY OTHERS SEE L SEE 1 SEE - DETAIL E DETAILS DETAIL E SHEET 3 A. B AND C SHEET 3 SHEET 3 16' OVERHANG 16' OVERHANG INSTALLATION DETAIL REVISIONS DESCMPNON OAT APPROKO REVISED DIMENSIONS AND MATERIAL GRnDE 11/13/14 JR.L. FRAME BUILDING BY OTHERS EXTERIOR L ix FURRING SEE T STRIP SEE DETAILS A. B AND C DETAIL E SHEET 3 SHEET 3 SEE DETAIL D SHEET 3 12' MAX O.C. 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS ORANN DIrC NO. V.L. 08-02198 SCALE NTS 0"'E 08/05/13 '.NEE'2 OF 3 SIGNED: 1211112014 0 .S R U pEMS o p SEOF •,z io'i9 LDR10* G`{ u`.. ij S ONA 11IE> \,\ 1 1/4" MIN EMBEDMENT 1 3/4' TRIM PAINTED SS NAIL W/1/4' HEAD DIAMETER LOCATED 24" MAX O.C. DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS 3/8 MIN EDGE DISTANCE 3/4 X1/4" CROWN STAPLES LOCATED 24' MAX O.C. IN DIAMOND PATTERN WOOD FRAMING INSTALLATION W1 F CHANNEL AND STAPLES 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL OW DIAMETERiLOCATED24' MAX U.C. 3/8" MIN EDGE DISTANCE e DETAIL C 2 IAASONRYACONCRETE INSTALLATION W1 F CHANNEL AND NAILS REVISIONS DCSCRIPTIO" "'" 04'DDAIC ___- RNSED WMCNSIDNS AND MATERwL GRADE ft/IS/u R.L. FASCIA TRIM 1 3/4' TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER 1) PER PANEL 1" MIN BEDMENT 3/4"X1/4" CROWN STAPLE 1) PER PANEL j 3/4"Xt/4" CROWN STAPLE OR 3/8"X3/8" STAPLE LOCATE (1) AT EACH GROOVE 1/4" 1 3/4" TRIM PAINTED SS NAIL TAIL D W/1/4" HEAD DIAMETER FURRING STRIP INSTALLATION EDGE DISTANCE LOCATED 24" MAX O.0 24,OVERHANG DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE 3/8" BETWEEN STAPLESD SIGNED: iy11/2014 ALPHA ALUMINUM INC. 11111111I/i lo Fq i O MO PREMIER ROW J S GN EORLANDO, FL 32809 SF J' 16" ALUMINUM SOFFIT 3/ 8" BETWEEN STAPLES INSTALLATION DETAILS 07 E o , TAT OF LV` DETAIL F j DRAWN: DWG NO, RN OR10P'r't STAPLE DIAMOND PATTERN VL 08-02198 A I/ IIIItl1111 NTS IE OB/OS/13 ="cE13 OF 3 Florida Building Code Online Page I of 2 Ir lip -, SCIS Horne Log In User Reg,stratwn i not TOPICS j submit Surcharge i staes fi faai PublKaUdnS fae $tan 9CI5 Srte Map L nkS l $earth I dbpr vol. Product Approval USER Pubh[ User Produ t Aooro al Menu > Product Or Aooli[ahon Sear[h > AOblKatan List > Application retail FL 0 FLS444-R13 Application Type Revision 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 CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-S400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Harrier 18 Moores Road Malvern, PA 193SS 610) 6S1-S847 Mark.D.Harner@saint-gobaln.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE Ci Validation Checklist - Hardcopy Received FLS444 R13 COI 2018 01 COI NIEMINEN.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D71S8 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 r.r... 4/24/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 5444.1 Method 1 Option D 01/24/2018 01/29/2018 01/30/2018 04/10/2018 Model, Number or Name I Description CertainTeed Asphalt Roof Shingles 13-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Urnits of Use Installation Instructions FL5444 R13 11 2018 01 FINAL Fa rsaTAINTE D ASPHA T SHINGLES FLS44q-R13 odf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLS444 . 1 AE 7018 O1 FINA ER ERTAINTEED ASPHALT SHINGLES FL5444-R1f Created by Independent Third Party: Yes sack Hdie Contact us :: 2601 alai, -tone Road Tallaha fl 't._ M phone; LW-e87-ttl a The State of FbAq/ da isanAEEOemployer. Cnovdoht 2007.201 a State of Florida ivacv 5 at m nt ec ssibdrtv etarero.... •• Befund e.,,e,...nt Under Florida law, email addresses are public rCW(dS. If you do not want your a -mad address rNeased in response to a dectronK mailt0thisentity, Instead, contact the office try phone or by traddional mail. If Public-rriMrds repuest, do not send Section 455. 275(ll, Florida sntute5, eeectrve October 1, 2012, licensees licensed under Chapter S, F.S. must Provide the oeease partment withansemaaddressiftheyhaveone. The mulls provided may be used for official communication wrth the licensee However email addresses are Public record. If you do not wish to supply aPersonaladdress, Please Provide the Department with an email address which can be made available to the Public. To determine If you are a licensee under Chapter 4SS, F.S., Please dick here . Product Approval Accepts: Credit Card Safe N EMO l etc. Certificate of Authorization a32455 353 Christian Street, Unit 1113 Oxford, CT 06478 203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY FVAI IIATICIN RFPORT CertainTeed Corporation Evaluation Report J5sc.Uy.U-tt14 FL5444-R13 20 Moores Road Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 14: 01/24/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LASEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a complete review of this Evaluation Report relative to updated Code 'requirements with each Code Cycle. ADVERTISEMENT: The Evaluation 'Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13. Prepared by: Robertl.M. Nieminen, P.E. c;%•.`.°.;:` The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 F"'G • ,.' Nieminen, P.E. on 01/24/2019. This does not serve as an r..`"', electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOjetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. N NEMO I etc. 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 6'h Edition (2017) Florida Building Code and 61h Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1S07.2.7.1, 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 OS/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 OS/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 OSNK07049 04/1S/2005 UL(TST 1740) ASTM D3161 OSNK16778 OS/12/2005 UL(TST 1740f ASTM D3161 OSCA16778 OS/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 OS/22/2005 UL(TST 1740) ASTM D3161 OSNK22800 06/22/200S UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & 03462 09CA28873 07/23/2009 UL(TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM 03161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM 03161, 03462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM 071S8 TGAH.R684 04/22/2014 ULLLC ( TST 9628) ASTM 03161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM 03161 & U3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 478719S678 02/09/2016 ULLLC (TST 9628) ASTM 03161, D3462 & D71S8 47873803S6 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM 07158 47873803S7 11/08/2016 ULLLC (TST 9628) ASTM 03161 47873803S7 11/ 09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787S86427 01/25/2017 UL LLC (TST 9628) ASTM D3161 & 03462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 NENIO ETC, LLC Evaluation Report 3S32.09.OS- R14 Certificate a/Authoritation a32455 6'" EDITION (2017) FBC NON-IIVH2 EVALUATION FLS444-1113 CertainTeed Asphalt Roof Shingles; (610) 6S1-SS47 Revision 14: 01/24/2018 Page 2 of 13 ON EMO I etc. 4. PRODUCT DESCRIPTION: 4.1 AsphaltShingles: 4.1.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 tab asphalt roof shingles. 4.1.2 Arcadia'", Belmont®, Belmont° •IR, Carriage House ShangleO, Grand Manor Shangle, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark— TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip &Ridge Shingles: ssory for Hatteras, Shangle Ridge'"', Shadow Ridge' Cedar Crest' Cedar 4.2.1 Presidential Accessory, Acce Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStartO Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-S/8" x 38-3/4" starter pieces per shingle. 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOjetc. no Robert Nieminen, P.E. are, in any way, the project,on which this Evaluation Report, or previous versions thereof, is/wasDesignerofRecordforany used fogy permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within.FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTMD3161; Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,sd = 150 mph (V"h = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,fa = 150 mph (Vul, =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStarts Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Evaluation Report 3S32.09.0S.R14 NEMO ETC, LLC FLS444-R13 Certificate o/Authorieation #32455 er EDITION Asphalt FBC NON-HVH2 EVALUATION Revision 14: 01/24/2018 CtainTeed Asphalt Roof Shingles; (610j 651-5847 page 3 of 13 NNEMO I etc. 5.4.4.1 Analysis in accordance with ASTM D71S8 indicates the measured uplift resistance (Rr) for the CertainTeedasphaltRoofshingleslistedinSection4.1 through 4.6 (except Presidential SO/oris'") exceeds the calculatedupliftforce (Fr) at a maximum design wind speed of V 4 ph) forbuildingslocatedinExposureDconditionswithnotopographicalvariations(fl t9 terrain) havingsa mean l roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in theseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportandCertainTeedminimumrequirements, subject to minimum codified fastening requirements established within any localjurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with F8C 1S07.2 / R90S.2 and the shinglemanufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida StatewideProductApproval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 orR905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedinstructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6andtheminimumrequirementsherein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC1S07.2.6 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 thelimitationssetforthinFBCSectionIS11or.11908 and CertainTeed published installation instructions. Fastening: Use four nails, located as shown below I J - 38-3/4':(984-'m t I i Max 3' 76 mm) f NEMO ETC, LLC Cent ffcote o/Authodiotion JW324SS I1' (25 mm) from edge T4.95-mm) from edge I The ihner'two'fasteners-must'be-placed suchfthat they. tall at:least 3' (76 mm).fram the end joints of the shingle.in the succeeding course. I 7-5/8' 194 mm). 6'" EDITION (2017) FBC NON-HVHz EVALUATION CertainTeed Asphalt Roof Shingles; (610) 6SI.5847 Evaluation Report 3S32.09.OS.Rl4 FLS444-R13 Revision 14:01/24/2018 Page 4 of 13 6.5.1 6.5.1.1 LOW AND STANDARD SLOPE ENGLISH 17, 12" 17' 305 tim) (305 rtrh) (305 nm) 1" (25 mm) — Sealantlant 1 (25 inm) 5 s/y (145 mm) 5'/i ptrlkzrcodtd METRIC _ 13In 1N' Sealafll 13 V. 2 1••'(25 mm)-s-( 6 tro.. Figure 11-3: Usefourrrallsforeeiiry ullsbfn8/e ONEMOletC. STEEP SLOPE. Use [our nails and sLc spots o[ asphalt roofing cement• for 01M full shingle (figuly 11.4). Asphalt roofing cement meeting'AST.%I D4SS6 Type it ts.suggesled. I•' Rooling CementLk 14 Apply 1"(25 nm) spots of r-031i (ooliaq cem i ender each lab corner. Fiptpio 11.4: Usefour nads dnd sir spots ofaspball CM101 t on slop sbpcc CAtf CON: FixceW've use of rooting cement can cause shingles to blister. Hip & Ridge for Cr20'-" XT— 2S. X1-- 30. XT'- 30 IR: Cut Shingles 1 «l -.{ 2..(50tr1•h) ,Remove ^ mm)` `p9imm)rIF li_1 11 i1 4r 12'•( 11 it li p ((25tnm : Tww jtAf---- 306 ft n) Shleple Sh(Ia 3hl apin 5gls• 5° 1 figure 11-24..Olt lakthmir'MsnbaE6Yd"impsbbtjtes Xngltrb d4nmlim-19mmr f( gir%1!•RS /nilaUatforr 4j, copsoloraB 16e blA.tand rldget For ASTM D3161, Class F performance use BASF "Sonolastic° NP11 " adhesive or Henkel "PLm LOW AND alwnuNnu Jw1 LNe SIX nails for every full shingle located as shoat below Use SIX nags and FOUR spots of asphalt roofing cement for tact, full shingle as shown below. Apply asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting AS NI U 4584 Type U is suggested. t: tt r • wntlll! , r tamm) I. as two — Figure 2: Uso six artils fur cev:rp f11U sbltrgle. t' as Caul Y cnt-- Fi3uro 3: Use sit nails mlAfour spots of asphalt nu f nq cennut me steep sla/els. Evaluation Report 3S32.09.OS-R14 NEMO ETC. LLC FLS444-R13 Certificoteo/ Authorization 03245S 6'" EDITION (2017) FOC NON-HVH2 EVALUATION CertainTeed Asphalt Roof Shingles; (6101 6S1-S847 Revision 14:01/24/2018 Page S of 13 NMEMO I etc. 6.6.1 146 & Ridge for Arcadia'": Cedar trest", Cedar Crest" IR Use two (2), minimum 1'/.-inch long fasteners per shingle. For the starter shingle, place fastener 1-inchfromeachsideedgeandabout2-inch up from the starter shingle's exposed butt edge, ensuring minimumY.-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-S/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1 adhesive or Henkel -PL- Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on thetoppieceandextendingapproximately4-inch along the sides of the headlap along a line Y. to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tabsidesintotheadhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 orPLadhesivebetweentheshinglelayers. u0f --I-f (305 MM r wv'd2IIU %JtanaararQlope- •. ` 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. vraal• a ten s e•(i Il o Add6onal mils it miquimd f Wr (lb r*n) 1 7 I*%1 Hand -sealing adhesive Dab of asphalt / I Icementbetween —/ shingle layers 1' Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. NEMO ETC, LLC Cerr Jcote oJAurhorirorron a32a55 Evaluation Report 3S32.09.0S-R146'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R13CertainTeedAsphaltRoofShingles; (6101 GS1-S847 Revision 14: 01/24/2018 Page 6 of 13 4 NEMO I etc. 6.7.1 Hip & Ridge for Belmont® or Belmont' IR: 6.7.1.1 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. 6.7.1.2 Option 2: For Belmont': Shangle' Ridge Figure !7-I& Sbangfe* Ridge. 18' Exposure Remove tape from the right side and fastena. SECOND Fasten Ihe' RIGHT I side 8s g FIRST LEFT f/gure 17-19: InSlal/allorl ofSbanglem Ridge sbillgles. on blps and ridges. 6.7.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1" adhesive or Henkel "PLO Polyurethane Roof -& Flashing Sealant", in accordance with CertainTeed requirements. I.Ow AND. S[AHCARD SLOPE use ova tills for ertq fun Spangle. e iia' Rawe 17-E Utvflw aaihftir avey frrg Gmad M,—Sh-g4, In 11oW SbgtrA or t:enknnlaf Slain STEEP SLOPE Use wren nails snd three spots ofssphah roofing octnent f6le"ery fun Grand Manor S11269e. use (I- naps and three spoLt of upfull Mbfidg oemeal'fbr eWM full.Cdrrfage nowe Spangle sad Ointenalsl Sg& Apply aphsh rooting amen V (IS mm) from edge of shingle pfgoroY7 5). Asph2lt roonag cement meafag ASTH o4S86 T)pe 11 Is stiggts d i= T— 16mm)l I l8 mm) rkum 17..r warn larta111q Grand Rana Sba)Wl& OR sarp do^ uar sect* nags rad I&" spots of-00 —Itq orarstu 6.8.1 Hip & Ridge for Carriage House Shangle' and Grand Manor Shangle: Refer to instructions herein for Shangie' Ridge hip and ridge shingles Evaluation Report 3S32.09.0S-R14 NEMO ETC, LLC FLS444-R13 Certificate of nuthorllation 032455 6"' EDITION (20171 FBC NON-IIVH2 EVALUATION Revision 14: 01/24/2018 CertainTeed Asphalt Roof Shingles; (610) 6S1-S847 Page 7 of 13 LOW AND STANOARO SLOPE METRIC DIMENSIONS 1r 143/4-' 12- i --(305 mm) --(375 1 L -- I" (25 mm) Release Tape 1" (25 mm) -' I -- I NailableT Area nt4ft 2 -- - — a — . LANDMARK n 131/2" 13" 131/2- 1--(343 mm)- - --(330 mm)-- --(343 mm)-- I--1"(25 mm) figrtrr IJ-1 Utejortr ao!!tja errs)• jrdl tAlilgle NorthGate: A10E 1 r IrARFAImo- (305 mm) (375 mm) — w (30S rrcn) 1 Ndina lhnZs t' (25 mm) Drat nal 41e r (25 mm)- Watng ueas lot low stw ctand+rd slope ( 212 b 21:12 Nat behman upper a bwer roes as Won atom. SMP'SLOPE Use six naps. and'fgar-VW of.asphahl•tooBigtemeot for ercly fulll:tmtadted eh)ogie -'ZtC- M? Aspha(t.rooflng:cement should meet ASTM 04556 Typo II. Apply )' sPots'of asphalt.roo(Ing cement undo each comer and at about 12.10 L3' In from each edge. METRIC DIMENSIONS 141%: nm)• 1375 MM) (305 mm) n LANDMARK TL 13V2 = 343 mm) 1"(25mm) I 25 mm) 13" 13!/2' 330 mm) 03 mm) Rodng NV-13.5. Use s4v naAs arrdjow spots of aspGoll•mofingrao m"t,onamp s(opaL• 1,. 25 mm) NEMO ETC. LLC Ccrti( coteOfAuthorization r324SS G'" EDITION 12017) FBC NON-IIVIA2 EVALUATION Evaluation Report 3S32.09.0S-R14 CertainTeed Asphalt Roo( Shingles; (610) GS1-S847 f1s444-R13 RCvision 14: 01/24/2018 Page 8 of 13 ONEMOjetc. NorthGate: STEEP 12' 14-3/4' 12' SLOPE --(305 mm)— --- (375 mn# --(305 IT NAILING Nailin omits R I ( betwee,g t ver1' 25 mm betweeI lines. 1'(25 mm r7 Nailing areas for steep slopes (greater than 21A2) and " Storm -Nailing" Nail between lower 2 nail lines as shown above. 6. 9.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark'" Pro, Landmark"" Premium, Landmark'" TL. Landmark'" Solaris Landmark'" Solaris IR, NorthGate: 6. 9.1.1 Option 1: Shadow Ridge'" or NothGate Accessory t2' g7/g 305mm) ( 250m1n) 915/ 15 15M6 8 m) r 6' SOmm( 125mm), ( 1251t1tn) ISOm) i • Noich for FNotchforCentering 12' 13V4' 305mm) ` % t 7M) NotcherferAllpmnetdto g NotdiesforAl*ff em to T 7. /8' the Top Edge of the Previola the Top Edgscl tfm PtlMous. 96) Cap for 5'(125rr1m)Exposure (180rnmj hpfor55f6'(141tIim)6tp0wil n 1. English Dimension McWc iineflaion Shadow Ridge'" Shadow Ridge- 9 27W 250 mm) 4 WIT (125 mm) 13 118" 3 3.3{mm Cauering Notch I 168 t68mmttlm m 1 13114' Certtedng 337mm) Align itese / T Notch notches to top 7- 13 1/4' `-\ ,/ edge of (194 mm) (337 mm) `Align / 7 SB' ptevlous course notches to to (194 mm) edge of LLpreviouscourse. NorthGate Ridge NorthGate Accessory NEMO ETC, LLC Evaluation Report 3532.09.OS•R14 Certificate o/Authorization a32455 6'" EOITION (2017) FOC NON-HVHI EVALUATION fL5444•R13 CertainTeed Asphalt Roof Shingles; (610) 6S1•5847 Revision 14: 01/24/20 18 Page 9 of 13 6.9.1.2 6.9.1.3 NNEMO I etc. nOtSmr m) '" Laying Notch I I I Fir- 13-20. Use ho-li g nakhm to centersbbtg/es on Up, and riitgriv; miff to lowm I& [wrroct erpomne For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL° 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. LOW AND STANDARD SLOPE For low and standard slopes, use live naps foi ekh.fuQPiesidentlaf shingle -as shown below. WilingLines (t0ismmj 1333I/mm) 1 1d:. rru362Imni). I 1rr 38mm) 1 NOTE: Apply nails on painted quidellne. Figure 16 : Fastening ltiesidenMd and Prerldmild n Shaixr singlets on low acid standard shpoi lyor.sfeep Agwls m-rdne halls-bor each • full'Presidential.shIngie and ltpply1• tffameler 90iis of asiiUi roohng:cemen't under -each shingle lab. AOer•app 1flS'ynafls In between Itie nalltng guide noes: atipty 4 nans I above lab cniotts-en"gaerfanr iabs of Orerl)tng shingle cover naffs: T 1' diamete-1 asphalt fooling oemenf Figum•16.7: Fail©Ifng Pmrklerdid and Prctsldential 1°/L Sbaba rblrtgles on sleep doper: 6.10.1 Hip & Ridee for Presidential Shake—. Presidential Shake'" IR Presidential Shake TL'" Presidential Solaris'"• 6.10.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and rldges..Apply shingles up to the ridge (expose no more Uian.7' from. the bottom edge* of the "tooth." Fasten each accessory with two [as teners. The fasteners diust be 13/4' long.dr longer, so ihey'perietmte either 3k.Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory.produced in Birmingham, AL Is 12' x 12% Portland, OR produces 974' x 131/4•' accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3S32.09.0S-R14 Certsficate olAuthoriration rr324S5 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FLS444-R 13 CertainTeed Asphalt Roof Shingles; (6101 6S1-S847 Revision 14: 01/24/2018 Page 10 of 13 NEMOletc. 6.10.1.3 Option 2- Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. rw suti, dopm we OK omit and ajlu spa+ of asp4ah sonE"j ceu" for each Fill llsuenshun tthljkasabae, AMIT I nit",, IS•J: lerhnlnj I/aNerus tb/nsfa oa' low end swdad slopes (15aa) dl»reter spas of rooGaj teaea (pST\I o 41E6 T)pe II For low xW standard slope$, use Ate oa0s for c2ch failmjjdsed) °°der eath tab come,. Press sbl de into pltoc de -at iwiems shingle as dm m fibae. «oL G11rI0N: Tao micl rooMj ceaas ran awe shlojln to hllster. 6. 11.1 Hip & Ridge for Hatteras'", 6. 11.1.1 Option 1: Accessory for Hatteras Figure 15-14,18 ttiree:pj0dq .rants s0dmkr 1o, mal e 54 llalky& A r,4sorysbtngfes 6. 11.1.2 Option 2: Cut Hatteras Shingles I9' 230mm) I m gls (460 tn) 8o a 263 mm) — :. ; `25t`l ShCapl 460rim) CapStlingte Shinle Shingle 31a Figure 15.2a.61 Ilalkras shingtes 10 rualae e"dr cap Figure 15-21: 1.nsta0ntionof caps along bips and ridt;Las. 6. 11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NPS" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3S32.09.OS-R14 NEMO ETC, LLC FLS444-R13 Certificate of Authorization a32455 6EDITION (2017) FBC NON•HVH2 EVALUATION Revision 14: 01/24/2018 CertainTeed Asphalt Roof Shingles. (610) 6S1-S847 Page 11 of 13 MEMO I etc. w4 ta>e.-a r the Fn'F. nails and F.1G(Tr spots of asphalt roofing cement, for e:trh fun Iltgu3 nd Slate shingle. For Atlaml-Uade. SLC nails are required. Apply V diameter spots of asphalt roofing cement under each ub Asphalt roofing cement meeting AS91( D4536 JSpe D Is suggesud. rmd.maena,:,bSIXntleermw, n at Pipet li-j: Owl Mnothibr etoy dWZYod STarosbbrgla Oe 1 r r r w..e mc..y wr.a j w%es tn,t 2T Faerwlcw raw _ r' r' '-'1Nagaeo"rl — a Canenl figrco /r;! Lire M1 Rads And orpbr %gory gf4o&rr lin8 aonatr muteremb lab mrrmr CAtrr10V: Excesshe use of roofing cement can cause shingfes ro blister. 6.12.1 Him& Ridge for Highland Slate'" Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", CedarCrest' IR or Shangle Ridge"' hip and ridge shingles. 6.13.1 LOW AND STANDARD SLOPE Use 1 Olilt nails foe every full shingle lOatled as shourn below. sealant Ti- Jr 6-11117 CM, -- any -}- n" -i STEEP SLOPE Use IXUR nails and four %puts cf asphalt roofing cement for cti'c:ry full Aingle as shown below: k0talt roofing eaten i meeting ASft11 D4586 Typcf is suggested: Apply 1'(25 nmt) spots of asphalt roofing cement as shown. CAUTION: Excessive use of ronfmg eauent can cause %Idagles to blister. p5eemt , Reeling Cement IMMao (mom 't` M 'I Hip & Ridge for Patriot-: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR, Shadow Ridge'", NorthGate or Shangle Ridge" hip and ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of theAccreditedQualityAssuranceAgencynotedherein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table1507.2.7.1 / R905.2.6.1. NEMO ETC, LLC CcrtrJicote o/Authoritotion aF 3245S 6'N EDITION (2017) FBC NON-HVH2 EVALUATION Evaluation Report 3532LS44 CertainTeedAsphaltRoofShingles; (610) 6S1-S847 Revision 14; O1/24-R141 l/ 24/202018 Page 12 of 13 ONEMOjetc. 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: ULLLC—QUA962S; (414) 248-6409; karen.buchmann@us.ul.COm ENO OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3S32.09.05-R14 CemfkoteOf Authotitotion 932455 6'" EDITION (2017) F13C NON-HVHZ EVALUATION FLS444•R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 13 of 13 Florida Building Codc Online Page 1 of 2 t r Bois Home I Log In I USer QegiStrat an Hot Topes i Submit Surcharge I Stats a facts i publications I FBC Stan I &CIS Site Map Links I Search I rOUSER: Product Approval public user pr2d4+r Aboroval Meou a prodl^ or Aoolication search a Application List > Application Oelail FL # FL1S216-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 740) 321-6345 Greg. Keeler@owenscarning.com Authorized Signature Eduardo Lozano eloza no@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 94S-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Fll5216 R3 COI 2017 01 Cot Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM 01970 (tear) 2015 ASTM 0226 (physicals) 2009 Equivalence of Product Standards Certified By Sections from the Code 17 in d/7d/7(l I R Horida Building Code Online Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r-- I Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 04/20/2018 Page 2 of 2 FL # Model, Number or Name Description 1S2I& I RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: No Approved for use outside HVH2: Yes FLIS216 R3 11 2017 In FINAL ER INT RWRAP RHINOROOF FL15 16R3_odf Verified By: Robert Nieminen PE-59166ImpactResistant: N/A Design Pressure: N/A Created by Independent Third Party: YesOther, See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R3 AE 2017 10 FINAL ER INT RWRAP RHINORODF F I 16R3.odf Created by Independent Third Party: Yes Oack Neat The State of Florida is an AA/F.E0 employer. Copyright 2007-2013 State of Flprlda :: Privacy Statement :1 ACMS9 hty 5 ate M :: Refund Statement Under Florida saw, email addresses are pudic records. If you do not want Your e-mail address mJeaSed M reSpdtKe tp a bl t•retprds relectronicmailtothisentity. Instead, contact the Office by phone or by traditional mail. If equest, do not send Section 45S.27S(11, Florida statutes, effective October 1, 2012. licensees licensed under Chapteru ve any Questions, please tonhct 850.487.1395. *Pursuant totheyhaveone. The emails 4SS. F.S. must provide the Department with an email address dprovidedmaybeusedforOfficialcodommuniCatlonwiththelklnsee. However email addresses are public record. If you do not wish toSupplypersonaladdress, please provide the Department with an lmaa address which Can be made available to the public. To determine if you are a licensee underChapter4SS, F.S.. please dick here. Product Approval Accepts: I SCCurit}'mIR'it1CS QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certi/icote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT 1113 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-113 FL15216-R3 Date of issuance:02/17/2012 Revision 3: 10/10/2017 SCOPE: applicable rules and regulations governing the use ofThisEvaluationReportisissuedunderRule61G20-3 and theconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. rt is valid until such time as the named product(s) changes, the referencedCONTINUEDCOMPUANCE: This Evaluation RepoQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the productchangesorthereferencedQualityAssurancedocumentationchanges. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed inadvertisingliterature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer oritsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This Evaluation Report consists of pages 1 through 3. Prepared by: t . != '•., Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robeet This does not serve: as anNieminen, P.E. on l0/10/2017. Florida Registration No. 59166, Florida DCAANE1983 electronically signed document. CERTIFICATION OF INOEPENOENCE: r will it acquire, a financial interest in any company manufacturing or 1. TrinitylERO does not have, nor does it intend to acquire o distributing products it evaluates. any manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any comp 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. cial interest in any other entity involved in the approval process of the 4. Robert Nieminen, P.E. does not have, nor will acquire, a finan product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERDROOFINGCOMPONENTEVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliancewiththefollowingsectionsofthe6"' Edition (2017) Florida Building Code through testing in accordance withapplicablesectionsofthefollowingStandards. Compliance is subject to the Installation Requirements andLimitations / Conditions of Use set forth herein. 2• STANDARDS: Section Properties Standard1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM 0226 year 1507.1.1 Tear Strength ASTM 01970 20 I REFERENCES: 201E15 EntiN Examination ReferenceITS (TST1509) ITS (TST1509) Physical Properties Physical Properties 100539395COQ-006 Date 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 PRI (TSTS878) ASTM D1970; Tear strengthg 100539395COQ-006 03/14/2014 ITS(QUA1673) Quality Control OCF-330-02-02 10/03/2017 Service Confirmation 09/30/2017 I. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inchwiderolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: S.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, theDesignerofRecordforanyprojectonwhichthisEvaluationReport, or previous versions thereof, is/wasusedforpermittingordesignguidanceunlessretainedspecificallyforthatpurpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. S.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing MaterialsDirectoryortestreportfromaccreditedtestingagencyforfireratingsofthisproduct. 5.4 RhinoRoof Underlayments may' be' used with any prepared roof cover where the product is specificallyreferencedwithinFBCapprovaldocuments. If not listed, a request may be made to the Authority HavingJurisdictionforapprovalbasedonthisevaluationcombinedwithsupportingdataforthepreparedroofcovering. 5.5 Allowable Roof Covers: Asphalt Wood Shakes Slate orUnderlaymentShinglesNail -On Tile Foam -On Tile Metal Shingles Simulated SlateRhinoRoofU20 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation Exterior Research and Design, LLC Certif'CotC o/Authori[otion 119SO3 6'" EDITION (2017) FOC NON.IIVHZ EVALUATION Evaluation Report 140S10.02.12-R3 RhinoRoof Underlayments FL1SZ16-R3 Revision 3: 10/10/2017 Paee 2 ni a TRINITY ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section S herein and the specifics noted below. ' 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate tnorougnly to remove any dust and debris prior to application. 6.3 2 R91noRgoo f U20: i r ' t} Zr it 6. 3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6. 3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6. 3.2 Single Laver; Roof Slope > 4:12: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver: 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full - width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS! As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R3 Certi/ icote o/Authorirotion 09503 G'" EDITION (2017) FBC NON-HVHZ EVALUATION FL1S216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Florida Building Code Online Page l of 2 1 Profe t t -. 1 19 SCIS Home ! Log In I User Registration Hot Took$ I subnut $.,charge I Stats 6 faoS I Publi[ahonS l faC Stall I SCIS Ste Map I L,nks I searCh l dbpr a rt' Product Approval USER. PubIK Usere. roou[t AOOroval Mew > Proou[t Or AOOIiUtibO SC]Kfl > Aypli[ahOn Lisl > Application Detail FL N t Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLt9S67-R1 Revision 2017 Approved 0 MILLENNIUM METALS INC. 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net James Buckner jimmy@cbucklnc.net Tanya Steele 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE-31242 Keystone Certifications, Inc. 09/21/2026 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received FL19567 R1 COI COI Certof Index James Buckner P E sc6 odf 1708.2 hllaon dtl.asr)x?naram=wGCVXONAtDgs%2fmGFoyT... 4/24/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option 8 12/17/2017 12/l8/2017 12/22/2017 02/l3/2018 Page 2of2 FL V Model, Number or Name Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent foi• shingle roofs mechanically attached to plywood deck. 2, 4% 6', 8', 10' nominal lengths Limits of Use Installation Instructions Approved for use in HVH2: No FL19567 RI If 01 17-196-MMI ORV-ER6- odf Approved for use outside HVH2: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No #31242 Design Pressure: +N/A/-70.0 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's installation FL19567 R1 AE 01 17-196-MMI ORV ER6 odf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 19S67.2 I Baffle MMI Off Ridge Vent & Attached I Steel or Aluminum off ridge vent & Permanent Baffle Permanent Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +NA/-70 Other: Installation Instructions FL19S67 RI 11 02 17-196-MMI-VPB-ER6 odf Verified By: lames L Buckner 31242 Created by Independent Third Party: Yes Evaluation Reports FL19S67 RI AE 02 17-196-MMI-VPB-ER6 odf Created by Independent Third Party: Yes 19567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVH2: No FL19567 R1 if 03 17-196-MMI-08-ER6 odf Approved for use outside HVH2: Yes Verified By. James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes ' Design Pressure: +NA/-70 Evaluation Reports Other: FL19567 R1 AE 03 17-196-MMI-OB-ER6 odf Created by Independent Third Party: Yes 19567.4 Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVH2: No FL19567 R1 If 04 17-195-MMI-Retro- R6 „df Approved for use outside HVH2: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: FL19567 R1 AE'04 17-195-MMI-Retro-ER6odf Created by Independent Third Party: Yes Sack Nont Contact us:: 260t aiiiir Stone Road Tapahassee FL 7t2 phone- a50-4a7-ta24 The State of Florida is an AA/EEO employer. Coovriaht 2007.2013 State of Florida.:: privacy Scat ment :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact ISO 487.139S 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Oepannient 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 4SS, F.S., please click here . Product Approval Accepts: M Credit • Safe securit ' eiEilucs Speclatty Structural Englneering CBUCK, inc. Certi/icote o/Authorization a6U013 Evaluation Report Retro Baffle For Millennium Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.4 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-Retro-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1 — 6 Retro Baffle Steel or Aluminum Facsimile of digital copy signed by Wood Deck lames L. Buckner, P.E Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. Itillll/t" / IL. SUC CENSF ' 4,F.Q No 31242 3 u'' STATE OF r CBUCK, Inc. — palm Beach County, Florida 2017.12.15 09:08:10-05'00' Phone: (561) 491-9927 • Email. cbuck@cbuckinc.net • Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 FL it: FL 19567.4 R1 Date: 12 / 15 / 17 CBUCK Engineering Report No.: 17-196-MMI-Retro-ER6 Page 2 of 6 Specialty Structural Engineering Manufacturer: Millennium Metals, Inc. Product Name: Retro Baffle Product Category: Roofing CBUCK, Inc. Certificate of Authorirotion &8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Steel or aluminum baffle accessory to MMI Off Ridge Vent for shingle roofsDescription: mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials forEvaluated: structural attachment: I. 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 ollowable stress design WD) with a margin of safetyof2to1. CBUCK Engineering FL It: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 3 of 6 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 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 h: QUA 1824). CBUCK Engineering FL It: FL 19S67.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 4 of 6 Speclatty Structural Engineering CBUCK, Inc. Certificate o/Authorizotion a8064 Structural Baffle: Retro Model Components/Materials Material Tyne 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A6S3 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1S07.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3-1/4- Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener( s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: it gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: # 10 (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 FL N: FL 19567.4 R1 Date: 12 / 15 / 17 Rep CBUCK rangineering page No S of 66 MMI-Retro-ER6 Specialty Structural Engineering CBUCK, Inc. Gertificote o/ Autnornonon Aavov 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 N 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering SpPclatrLj Strucf'urdl EngtnPPrtnq FL #: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 6 of 6 CBUCK, Inc. Certificote of Authorization #8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Retro Baffle Steel orAlurrinui Profile Drawings 13T-1411 i Side View (Not To Scale) M1N Off Ridge Writ Steel orAlLrrintm) Plywood Deck astener( )I 11 Gauge Ring Shank Roofing NailOR 10 rrin. V\bod Screws Attachment Spacing: T o.c. Max. Penetration thru deck: 3(16' Mn. Typical Cross Section View (Not To Scale) Florida Building Code Onlinc Page I of 2 Op;Q40 0AATYtYT Or - /_i r ` 1} •S i I Business; & P-rofe$ onallegLbtion oaaHmn .soul osrq cetpti!+!5 o a co/aan.oerA Ronda Product Approval IUSER: Public user o,..m.., Aooroval Menu > PfOGUCI or AOOL[alloe sear[h > Aobli[ation L6t > AOOOiG,tiun Detail FL 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 Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL1999-R6 Revision 200 Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 0 ITW Building Components Group Inc. 13825 West Business Center Or Unit A Lake Forest, IL 6004S 847)918-6473 Ext4750 siewis@alpineitw.com Stuart Lewis slewis@alpineitw.com Stuart Lewis 19S0 Marley Drive Haines City, FL 33844 slewis@alpeng.com Stuart Lewis 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC Benchmark Holdings, L.L.C. 12/31/2018 William M. Ranieri, PE 0 Validation Checklist - Hardcopy Received FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M RRanieri.odf Referenced Standard and Year (of Standard) Standard TPI 1 Equivalence of Product Standards Certified By Sections from the Code Year 2014 1. . .,...,._.. ___ Ail ... 4/24/20I8 Florida 131-111ding Code Online Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved of Method 1 Option C 09/07/2017 09/19/2017 09/21/2017 I FL # I Model, Number or Name I Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation InstructionsApprovedforuseinHVH2: Yes FL1999 R6 11 Installation Instrurrnne dfApprovedforuseoutsideHVH2: Yes Verified By: Stuart Lewis PE 45927ImpactResistant: N/A Created by Independent Third Party: NoDesignPressure: N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE ESR-1 t t a df Page 2 of 2 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation InstructionsApprovedforuseinHVH2: Yes Approved for use outside HVH2: Yes FL1999 R6 11 Inttallation Instructions odf Impact Resistant: N/A Verified By: Stuart Lewis PE 45927 Design Pressure: N/A Created by Independent Third Party: No Other: Per TPI t Evaluation Reports FL1999 R6 AE ESR-I118 odf 11999.3 I ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: per TPI t Installation instructions FL1.999 R6 It Installation tner rrI df Verified By: Stuart Lewis PE 4S927 Created by Independent Third Party: No Evaluation Reports FL1999 R6 AE FSR-1118ndf 11999. 4 I ITW 8CG/Alpine wave I Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVH2: Yes FL1999 R6 11 Insta11 Lion Instruction oil ApprovedforuseoutsideHVH2: Yes Verified By: Stuart Lewis PE 45927 ImpactResistant: N/A Created by Independent Third Party: No DesignPressure: N/A Evaluation Reports Other: Per TPI t FL1999 R6 AE ESR-1jia.odf Oack Nctt Contact Us :: 2601 8181r Stone Road Tallahassee o The State of Florida is an AMEEO employees Coovdoht 2007.201 t ate of Flodda :: Privacy Statement :: AcrvssihiiM S at m nt : • Refund er atement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publ-c-Mcords request, do not send electronicIliadtothisentity. Instead, contact the Office by phone or by traditional mall. If you have any Questions, please contact 850.487.1395. 'Pursuant to Section4SS.275(I ), Florida Statutes, effective October 1, 2012, licensees hconsed under chapter 455. F.S. must provide the Department with an email address if theyhaveone. The emads provided may be used for official enmmunication with the licen•.ee. 140wever email addresses are public record. If you do not wish to Supplyapersonaladdress, please provide the ocPartment with an email address which can be made available to the public. To determine if you are a licensee under chapter4SS. F.S., please dick bi- . Product Approval Accepts: FM ® ® Credit Card Safe INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, including reference to the TPI 1 standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI 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. Florida Building Code Online Page I of 2 t SCI5 Home I Lao 1. I User Registration i Hot Topes I Subma surcharge stats 6 FactS PuWicatmn5 I FSC StaffI SCIS site Map I Links I sean:h Product ApprovaleUSEA:Pubhc Userr ProOuR Aooroval Menu > Prooucl or Aool¢abon Search > Application List > Application Detail FLIt FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/ Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727) 458-0544 benmeng8@yahoo. com Authorized Signature Xianbin Meng benmeng8@yahoo. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046S49 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. RJ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239 R4 COI Indeo odf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Eauiv Eouiv odf Year 2000 Product Approval Method Method I Option D I.. .., r- — ....nA41 7..,.•.,=,.,r:I\/Z(lttrtllrlllllt^Irrr()C(Fi 4/741?01R Florida Building Code Online Date Submitted 08/09/2017 Date Validated 08/ 16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVH2: Yes FL14239 R4 11 Dwo.odf Approved for use outside HVH2: Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.odf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Bade NCrt Contact lls ;; 2601 Blair Stone Road Tallahassee Fl. 12199 Phone: 8S0-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-tall address released in response to a publk-records request, do not send elecctronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. ePursuant to Section 4S5.275(1). Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The email ; 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 45S. F.S.. please dick here . Product Approval Accepts: Safe SC riLymrr11ICS BMP INTERNATIONAL/ INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS t CENTER OF GRAVITY ASSUMED TO ACT AT THE uJ 1 GEOMETRIC CENTER OF THE ° MECHANICAL UNIT. V W MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, s R NO IRREGULAR SHAPES. fSj N i W ( HOST STRUCTURE DESIGN BY OTHERS, SEE OESIG SCHEDULES FOR ALLOWABLE SUBSTRATES 71LB MIN. WEIGHT, I MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC 1 1' • 1'•0' ISOMETRIC I,.• \ IMI y PER SEE DESIGN SCHEDULE f00. I MAXIMUM SURFACE AREA AND DESIGN PRESSURE,TYP. STEEL TIE -DOWN CUPS. SEE DETAIL l/) B 2/3I1,2 FOR CLIP INFORMATION, 3 TYP. MA%.. TYP. O1vL 1 O WILL VARY PER I TYPES CI{4 ON TIE -DOWN CLIP DIRECTIVE EXAMPLE • THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOf•TDP INSTALLATION NDGMT, N, FOR ANY GIVEN MECHANICAL UNIT THAT CON/DBMS i0 THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SE! SHEETS a•S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) nFCXAN1Gl UNIT wRH THE FOLLOWING CRITERIA' vWc•17D M n. E%IOSURE'B' aB' TAIL . aB' DEEP a A WIDE, IOD td (WEIGH AS VERIFlED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)•2- CUP At fA01 CORNER Of UNIT (TOTAL Of (4) CUPS) PROCEDURE. PROCEDURE LL STEP RESULT 1 DETERMINE THE CONNECTION tt f BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE ] THIS INSTALLATION IS INTENDED FOR A VUR•170 MM, EXPOSURE T'. THIS DESIGN2DETERMINEWHICHDESIGNSCMEDLAETABLETOUSECRITERIACORRESPONDSTOTABLES IDETERn1NE LARGEST FACE AREA Of nECrNNIG1l UNIT TO BE INSTALLED ae'aae••feFr' THIS UNIT HfiGM Of aB' is EQUAL TO THE MAIOMUM ALLOWABLE HEIGHT Of aB'. NOTft THIS PRODUCT APPROVAL AVOWS f71! UNIT TO Of INSTALLED ON TOPF—C.MAKIMYM VNR "EIGHT RESTR![RON Of AN A/C STAND THAT ISA MAXIMUM 70'TALL Tr AN A/C STAND IS VTILdLD, MICR t0 S!! THAT TN! STAND 00[S NOT [X[!!D 30- IN N[IOM S n [ nINIMUM UNR WIDTH RESTRICRON UNIT wlDin IS a ' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH Of •' THIS UNITMAY B! INSTALLED At ROOF HEIGHTS LlSS THAN OR EQUAL TO IS rt. 6 DETERMINE THE ALLOWABLE ROOF•TO NEIGH Of THE INSTALLATION SE! (•) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: '•• EeryIFTHISPRODUCTPRODUCTHASSEENDESIGNEDINACCORDANCEWITHASCE7•10 AND FLOW DA ; lL• BUILDING CODE 2017 (BTM EDITION) FOR USE WITHIN AND OUTSIDE ME HIGH HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIE.T/7 CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS IBC SECTION 1609.0 FOR NON-MVM2 AND SECTION 1620.E FOR MVn2 B ASCE 7 SECTION 29.4.1 W gip( FOR INSTALLATIONS AT GRADE. (GC,)„•,• 190 WITHIN ME MVH2 \ OUTSIDE THE W O • Z NYM2, (GC,• 1.5 FOR ALL lWILOCATIONSMu OHS ( CONCURRENT) .ALL OTHER DESIGN VARUBLES Zrn W U y AREINACAnCEwXASCE7.10 CHAPTERS 26 \ 29. E HEIGHTS LISTED IN THE Q p ( DESIGN SCH EDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. TM15 0 D _ PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/ C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE NEIGHS LISTED IN THE DESIGN W W ow ! W :1II SCHEDULES. IIL4l NCA GENERAL NOTES: ° O I. NO ))• I/)M INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS NO ))• I/)M INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN l5 BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS PTEI O1970)B7A..TEL 01970]B)B BY TESTING EVALUATION LABORATORIES, I..% INC.. N11 NOSUBSTI0N5WITMOVT WRITTEN APPROVAL BY THIS ENGINEER SHA 15- 2378 o 1x Lj ¢S3 a N I i= 1 1 1' CLIPS> 3'MAXI MAX I' 1' CUPSjI I ti )11MI. TYP. N ..TYP. ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS SUBSTILATE DESCRIPTION 1)• 5/1610 CARBON STEEL ITW BUILDER TAPCON, CONCRETE: 2Y.' FULL EMBED TO W THICK MIN, CONCRETE, )$' MIN ODD PSI MIN.) EDGE DISTANCE, 31y.1 MIN. SPACING TO ANY ADJACENT ANCHOR, ALUMINUM: 0--14 SAE GRADE S 0. 125' MIN. SHEET METAL SCREW TO THICK, 6061•T6 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: I) -Old SAE GRADE S 0. 12S' MIN. SHEET METAL SCREW TO THICK, )) KS1 STEEL, PROVIDE IS) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE SUBSTRATE r_ DESCNI TOM 11)• S/ 16'O CARBON ST • ITN BVILDIX TAPCOx, ,( CONCRETE: 2Y.' FULL EMBED TD'•, s' THICK MIN, CONCRETE, )%' MIN. 3000 PSI MIN.) EDGE DISTANCE, 3Y.' MIN SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 2)•010 SAE GRADE S 0. 125' MIN. SHEET METAL SCREWS TO THICK, 6D61•76 ALUMINUM. RMDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD KAME STEEL: 2)•14 SAE GRADE S 0. 125' MIN. SHEET METAL SCREWS TO THICK, )) KSI STEEL, PROVIDE (S) MIN STEEL) PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLVOES FINISHES, IF APPLICABLE 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE, 1CONNECTIONTYPEC1 CONNECTION TYPE C2 )• SEE DETAILS ON SHEET 2 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 1' CUP • UTIU2E (1) AT EACH CORNER FOR A TOTAL OF (4) PER V CUP • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF ($I PER UNIT UNIT wroTM 6' MAX z W W 6' MAX f W p .. CLIP OFFSET CUP PAIR SPACING CUP OFFSET Fmm:- axH _ a. 1 Et) I I )' TYP MECHANICAL i {--}- CUP•CUP UNIT PER SPACING SEPARATE CERTIFICATION i 21 . 2- CUPS - MAX : TYP. TYP. 1 2' CUPS )"MAX UTILIZE (4) CLIPS EA SIDE I OF UNIT FOR A TOTAL OF 8) PER UNIT MAX JrY) •`01 TYP. , \ TA )' MAX •, MAX TMP• TYP, CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE i8 CLIP DETAIL 2- CUPS • UTILIZE (1) AT EACH CORNER FOR A TOTAL OF N) PER UNIT .^ 2' CUPS - UTILIZE (2) AT EACH CORNEA FOR A TOTAL OF (B) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT VTIUZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT. 15- 2378 IL DR FOR ANY CUP LONGER THAN 10' 19• 0tAICK UTILIZE (S)-112 SAE GRADE S SHEETMETALSCREWS, TYP. 0.068• TASTMSTEEL 07 O())•• 1? SAE GRADE SODOSHEETMETALSCREWS FOR CLIPS UP TO S' LONG. UTILIZE (S)-012SHEETMETALSCREWS FOR CLIPS LONGER THAN S', TYP. MOLE, WITHORFROM1• ANCHOR DULE, TYP. OTHER DIMENSIONS SIMILAR) a ov y 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC o.12s• 0.072, OR ASTM A283 STEEL, TYP. 2)•/12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS A' LONG. UTILIZE (4)-112 SHEET METAL SCREWS FOR CUPS LONGER THAN 4% NN TYP. OLES. NOT TO D FOR TYP. OARS, 050, FACTORY -MILLED I'.'O HOLES; UTILIZE (1) OR (2) ANCHORS FROM 2• CUP ANCHOR SCHEDULE. TYP. 0.50' z 2" CLIP ISOMETRIC DETAIL 3 N T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SMALL BE 6061-T6 MIN. ALUMINUM SHEET WITH Fty30 KSI, 0.125' MIN. THICKNESS, STEEL MOUSING UNITS SMALL BE ASTM A6S3 FY-33XSI MIN. STEEL, GRADE I), 22GA MIN. (t-0.0299'). 0.068• THICK ASTM A282 STEEL CUP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. 2)-P 12 SAE GRADE S SHEET METAL SCREWS FOR CUPS UP TO S- LONG. UTILIZE ($)-A 12 SHEET METAL SCREWS FOR CUPS LONGER THAN 5'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE i i' SUBSTRATE PER ANCHORY _SCHEDULE it (VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 )' • 1'-0• DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SMALL BE 6063-T6 MIN. ALUMINUM SHEET WITH FtyIO KSI. 0.125' MIN. THICKNESS, STEEL MOUSING UNITS SMALL BE ASTIR A653 Fy)IKSI MIN. STEEL GRADE 31, 22GA MIN. (t•0.0299'). 0.072.OR o.11Y THICK ASTM A282 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. 3)-*12 SAE GRADE S SHEET METAL SCREWS FOR CUPS 4' LONG. UTILIZE (4)-012 SHEET METAL SCREWS FOR CUPS LONGER THAN 4% PROVIDE (5) PITCMES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1)OR(2)ANCMORS PER ANCHOR 7/8SCHEDULE SUBSTRATE PER EDULE 1/,.• ( VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 1• . 1'•0' DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH TIE BASE OF EACH MECHANICAL UNTT, TYP. N, ceNSF QPr tt : No PEOD+SS p0''., STATE OF Ft ASS/ ONA P U z a J i n zOn^ O . ce 2 W t FGQ z€ a l Lu z ' O r-+ CL u 0 m s 15- 2378 I TABLE 1: Vult=17S MPH, EXPOSURE C IFOR USE MINA RISK CATEGOAY II STRUCTURE IN IHE NIGH VELOCITY HURIUCANE ZONE') ALLOWABLE ROOFTOP HEIGHT IN) TIE•DOWN CONFIGURATION TYPE C1 C2 C3 d MAXIMUM SURFACE AREA OF UNFrS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 9Fi' 2+' MAX Sr MIN N/A H t SDO FT AT GRADE Hs 200 FT 32'MNl IS'MIN N/A Mt1SFT ATGRADE Ht200R FT' 6 FT' B' MAX I 2+' MIN AT GRADE HS200FT H620OFT NS200FT V/ A H f 200 FT H f 30 FT H 1200 FT 9 FT' 12 FT' _ 16 FT' V/ A H t +0 FT I AT GRADE N t 200 FT NIA AT GRADE N/A N S 20D FT V/ A AT GRADE N/A N S 60 FT 20 Ft' 2S FT' • 60' MAX A' MIN N/ A AT GRADE WA H S 60 FT N/ A N/A N/A H S lSFT 30 FT' Y/A N/A N/A AT GRADE 36 FT' N/A N/A N/A AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE NVHZ WHICH CONTAINS BROWRRD 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• OOWN CONFIGURATION TYPE I C2 C] C+ MAXIMUM SURFACE AREA OF UN LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 h' 2+ In 12 In N/A 1140 F: AT GRADE t 200 FT 911, 321n I 15 In N/A N t is FT AT GRADE t 200 FT h' 6 h' I B' MAX 2+' MIN AT ADE GRt 200 F: N/A S 2 00 FT AT GRADE 1200 FT N f +0 FT t 200 FT 9 to N/A 60 FT AT GRADE f 200 FT N/ A AT GRADE N/A S 200 FT 16 h' N/A AT GRADE N/A I S AD FT 10 h' 2S h' _ 60, M' B' MIN N/ A _ _ N/ A N/ A AT GAADE _ N/A S IDD FT N/ A N/A N f 30 FT 30 h' N/A N/A AT GRADE 36 h' __. N/A - N/A N/A AT GRADE/AATGRADEAS AN EXAMPLE. THIS TABLE IS PERMISSIBLE TO BE USED WITNIN PALM BEACH COUNTY, CHECK WIN LOCAL AUTHORITY HAVING JURISDICTION FDA THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, TABLE 2 : Vult=175 MPH, EXPOSURE D FDA USE WITH A RISK CATEGORY 11 STRUCTURE IN THE NIGH VELOCITY HURRICANE ZONE') ALLOWABLE TIE CI ROOFTOP HEIGHT (NI DOWN CONFIGURATION TYPE C2 C3 C+ MAXIMUM SURFACE AREA OF UNIT' S LAIIGEST FA UNIT HEIGM UNIT WIDTH 6 FT' 2+' MAX 12' MIN N/A N 1+0 FT AT GRADE N 1200 FT 9 FT' 32MAX IS -Mill N/A AT GRADE N/A N t 200 FT FT' 6 FT' M ARAX 2+' MIN ATGRADE Ht 200 FT NS!SD FT NS200 FT N/A N S 200 FT AT GRADE N f 200 FT 9 FT N/A H f 15 FT AT GRADE N s 200 FT 12 FT' N/A AT GRADE N/A N f 1+OFT 16 fl' N/A N/A N/A N S IS fi 20 FT' 3SfT' mr MAK 6' MIN N/A N/A N/A N S 30 FT N/A N/A N/A At GRADE 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A N/A IHu IABLL n ERINRUBLE TD BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI•OADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCAIRM OF THIS TAlLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D IFOA USE WITH A RISK CATEGORY II STRUCTURE') MAXIMUM SURFACEAREAOf I UNIT UNITuNIrsLARGEST HflGHi wIDTNFACEI A' MAX 12K' MIN 60-MAX I +A' MIN l,,lllril, oC.@NSe No PEOO+ GS+9 U) a p 0 • STATE OF LU CCconvc SS ONAL tun ¢jn s w oW= E L m i L a gas IN w WWD t NN I Q .. lNWIflfALLOWABLEINSTALLATION ROOF HEIGHT 1 TIE•OOWNCONFIGURATION TYPE 1 CI C2 C3 I C+ N/A 60 FT AT GAADE t 200 FT N/A AT GRADE N/A S 200 FT AT GRADE 120D FT s 200 FT f 200 FT N/A f 200 FT H t 15 FT s 200 FT N/A H t IS FT AT GRADE S 200 FT N/A AT GRADE N/A t 2pp N/A N/A N/A N t +0 FT N/A AT GRADE N/A H 1+0 FT ! AS AN EXAM LE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR 114E APPLICABILITY OF THIS TABU: WITHIN CERTAIN FLORIDA COUNTIES. U z J z z n W A z k LLJ 3 a ° co 15- 2378 41 i TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE) ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE Cl C2 C3 CA MAXIMUM SURFACE AREA OF UMT'S LARGEST fACE UNIT HEIGHT UNIT WIDTH 6h' 24In 121n H1ISFT s200fT s200FT 920Drr i 9 h' 1 16 h' 321n 1SIn AT GRADE s200FT 60FT s200FT AB' MAX 24' MIN it 200 FT s 2D0 FT i 20D FT S 200 FT s AO FT i 200 FT s 200 FT S 200 FT AT GRADE 1200 FT S 120 FT s 200 FT AT GRADE_ s 20O FT H s 40 FT s 20D FT N/A s80 FT Hi 1S FT S20D FT I _ _20h' 2S It. 36 h' _ 60' MAX AB' MIN N/A s1DDFT Hs1SFT s200FT N/A H s <D FT AT GRADE s 20D FT N/A H S 15 Fi ATGRADE S 200 FT N/ A AT GRADE AT GRADE S 120 Fi AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D IFOR USE WITH A RISK CATEGORY 11 STRUCTURE) TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE( MAXIMUM SURFACE AREA OF UNIT UNIT UNITS LARGEST HEIGHT WIDTH FACE AB' MAX 1 24' MIN 60' MAX I AB' MIN ALLOWABLE INSTALLATION ROOF HEIGHT TIE - DOWN CONFIGURATION TYPE CL C2 C3 CA MAXIMUM SURFACE AREA OF UNITS tAAGEST FACE I UNIT HEIGHTUNIT WIDTH 6 h' 24 1n 121n9 h' 321n 1S In N/A S 100 FT AT GRADE s 20D Fi a h' AB' MAX 2K' MIN H s 60 FT s 200 FT s 200 FT s 200 FT 6 M 9 M Al GRADE s 200 FT s 200 FT s 200 FT N/ A s 200 FT H s I FT s 200 FT f2M 16 M N/ A HSAD FT AT GRADE 1200 FT N/ A AT GRADE N/A S 200 FT 20 M ur MAX OB' MIN N/ A AT GRADE AT GRADE s 200 FT 211. N/A AT GRADE N/A s 120 FT 30 M N/A N/A N/A H s i0 FT 36 M N/A N/A N/A AT GRADE o s' Z% ALLOWABLE INSTALLATION ROOF HEIGHTTI I TIE - DOWN CONFIGURATION TYPE C1 I C2 I C3 I C< a= K 0 N u.. X am : a Ao' liWoo W _ o InC, K w uj U Z tCC6 Ta z O n n S 0 G'. C Q D Z 9P t w N i w o it ZIS 15-2378 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Z Application No. I Documented Construction Value: S. 6 ,/'7/ Job Address: , S qy Awl /&.moo Historic District: Yes No Parcel lU• / - _off Residential q Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: 2/ Phone: Fax: Email: Property Owner Information Name lgei Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20:1?41 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 TILE JOB SITE BEFORE THE F[RST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEI?ORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application sod the code is effect as of that date: 51° Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the tine 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 ofOwner/Agent Date Signature f n Agent TONY MAHAFFEY Print Owner/Agent's Name Prin,,(,Contractar/Agent's Name W Signature of Notary•State of Florida • Date Signature of Owner/Agent is Personally Known to Me or Contractor/Agent is Persoeal • K(tAg e. Produced ID Type of ID Produced ID Type of Ir IRC 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: Juno 30.2015 Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181 0004 DATE: May 07, 2018 BUILDING APPLICATION : 18-10000450 BUILDING PERMIT NUMBER: 18-10000450 UNIT ADDRESS: RED ROSE LANE 544 21-19-30-510-0000-2230 -2_ L4 Z TRAFFIC 20NE: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: 544 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Singgle Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSgle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE rfak! CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 2 0 1018 PERMIT APPLICATION D application No: ice•- t Documented Construction Value: S Job Address: LL _ Historic District: Yes \0 i] Parcel CD: Residential Commercial Type of Work: \c%% © addition kiterition Repair.[Demo Change of Use -Move r_ ., -- Descriotion of.Work: I 1^ f (' I -I' Itc / 1 ' i ( ! Plan Review Contact Pet -son: -It)(- Phone:nC1()Q-kip Fax: Email: Tirlc: c m Property Owner Information Name Phone: Street. l`` Resident of property? : City'. State Zip: ivard Contractor Information t — I I sme_Nit .!n f r--r i1 I.` -l_i h i i Phone: /% ' 6 1 11.2 Street: =i ) > 1., , e .i_ ` Fax: ;i_5 :` i Cl: Cis'. State 7_ip: State License \o. F:r I z f Natne: Street: City. St. Zip: Bonding Conipany: ltldregs: Architect/Engineer Information Phone: Fax: E-ninil: Iort,a-e Lender: Address: WARSING TO OWNER: YOUR rAll- RE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1'01.1, P_ 1'lNG "I't'lCl: I'O!2 I II'tl.0'E 11:S1'a TO 1'C)L'i: CRU('ERl'1'. A SC)'t'ICE OF C_'(jM.M1:NC011:N'I' >Il'CT RE RECORDED AND POSTED ON THE .101; SITE I:GFME THE- FIFZ_;;1' INSPECTION. IF 1.01' INTEND 1'O OhT:xIN FINANCING. CONSULT W[TII YOUR LENDER OR AN ATTORNE1' F.F:F"ORE I':ECO RDI\G VOUR NOTICE OF COMMENCEMENT. t: 1" Cal il--:. .. i:: t. ..ii:.' 1i:5:11:_..: ::] i `w i:Z:': C•: t::i^-:.':!i•:' :::.. C: l P,rior to •il:-_ tra P%:i::i- nn:! :hn. 311 v ork ::t:1 bt pc :.1,i..::.' i:l:...._ 12:2::I !:!':'. . _ .1..n 2 con i:iu r. iii: S it:risc I end_rcand that a seiur:tie lie: trait taco Lie _cured ror elecu ic:tl wirk. plumbic!% si_r.c. ,tel!:. pt.ut>. furnaces. boilers. heaters. tanks. and sir• cundi:iuners. etc. rcc 105. 3 Shall be inwribA %%iih th_ t!a:e ut'ap;ai.a:i:.n and the code in crr.ct u., or taut tin- ' till=t {'lu: i.!.t I!uildin_ Cod. NOTICE: lit addition to the requirements of this permit. there ina% be additional restrictions applicable to this proper.,%' that clay be found in the public records of this county, and there n:ay be additional permits required front eyh:r sore;nmemal entities such a: tt+i:; manacement districts, state acencies, or federal acencies. acceptance of permit is %crification that I yill notify the owner of the propert% of the requirentcuts of Florida Lies; l_a:y FS i 1 The City of Sanford requires payment of n plan r:riea fee a: the tine of permit sulinittal..A copy of the executed coniract is required) n order to calculate a plan review chars and will be considered rile estimated corstrtctior. yaluue of the job at the time of submival. The actual construction value will be figured based o3 the curtent ]CC Valuation Table in effect at the time the perrjit is issued, in dccnrdance Q'ifll local ordinance. Shotad calculatht charges ft_ttred off the ex:;i.ud contraci exceed the acrt.21 corimnacrion. value. credir twill be applied to your permit fees when the permit is issae;i. 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 la\cs regulating construction,ot Inn:4:trc•\_ of at: 4: f Iwid i R:M::tiyt TEPNANIE RALLO Commission 0 Fr- 175017 Expires November 9.2018 R ;,t eo woe tM, rta r.n to eootas•roto e"'Age t is Personalk Kno-,vte to Mtor Coil, I.; Pei ir hr:otl'i? to .\I: Produl.ed ID Typ; of I Pro iced ID T%:re of ID BELOW IS FOR OFFICE USE ONLY Permits Required: haiidi!:g Elec. cal \'lech!::ict ! Fl=.!!',`i:z G ; Roorl Construction Type: Occupancy Use: Flood Zane: Totul Sq Ft of DIdg: Mitt. Occup:lncy 1.0:1d: = of Stories: Nett Construction: Electric - = of :ktnps f lunibing - - of Fixtures Fire Sprinkler•I''errtit: Yes \c E:l =of1-i:ius FireAlarmilerinit: 1'c>[] Non APPROVALS: ZONING: ENGINEERING: COMMENTS: 12TlLITIES: F l:l `E: WASTE VV.-kTEf;: B"UlLDI1G: 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 . . . . . 18-00002005 Date 8/20/18 Application pin number . . . 556505 Property Address . . . . . . 544 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2230 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 281082 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 150.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071562 Permit pin number 1071562 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/20/18 Valuation . . 0 Expiration Date . . 2/16/19 Oty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 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.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1071.00 02-CURB CUT/DRIVE - S/F 40.00 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. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE a55.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002005 Date 8/20/18 Property Address . . . . . . 544 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2230 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071562 Permit pin number 107IS62 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSE FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 223 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Pad Was Building Pad Staked: Y Depth of Watertable Below Grade: 6.00 Borings Terminated 2 Feet into Native Ground? Y Number of Locations: 1. Depth of Each Boring: 6.00 Were unsuitable soils encountered: Y Samples Obtained: N 51/1/ 12ed ,Zos' Lam, UES Project No: 0110.1401008,0000 Workorder No: 9396239-1 Report Date: 08/11/2018 LIES Technician Sammie Edwards Date Tested 08/06/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 10-6', Brown to Gray Sand Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 1 Northwest Corner of Pad 0-1 ft 105.4 11.8 102.6 10.8 97 Pass 2 Southwest Corner of Pad 1-2 ft 105.4 11.8 103.1 11.0 98 Pass 3 Southeast Corner of Pad 1-2 ft 105.4 11.8 102.4 10.0 97 Pass 4 Northeast Corner of Pad 1-2 ft 105.4 11.8 104.1 10.2 99 Pass 5 1 Center of Pad 2-3 ft 1 105.4 0.0 1 101.3 1 8.5 96 Pass Remarks: Footings were not excavated at time of test. All density tests were performed inside the pad area. 544 Red Rose Lane This Testing coven the Muse pad only. Pool and deck areas ware not Included In tNs study, these Items can only be tented as they are constructed. Plisse nobly us In the event you vAN us to tog pool subgrade and backdL . This item has been electronically signed and sealed by Manuel Inzarry, using a 01g1181 Sig--. Pnmed copies of this document are not considered signed and sealed and the signature must be vedried on any electronic copies. If you have any questions, please do not hesitate to contact the signor or Liz Naranjo (extension 23134). Sincerely, universal Engineering Sciences, Inc. COA No. 00000549 Manuel Y recce Irizarry 2018.08.13 10:13:13 04'00' Manuel Irizarry, P.E.. M.E.C.E. Sr. Project Engineer -Construction Svcs STATE OF FLORIDA Professional Engineer No. 81510 To establish a mutual protection to Universal's clients, ttte Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 113 - o o DESCRIPTION AS FURNISHED: Lot 223, 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. 30' UNNAMED PLATTED ROAD FLORIDA LAND k COLON17AIION COMPANY UMRED W 8E10MALLS MAP OF ST JOSEPHS PLAT BOOK 1, PACE 114 S 00412 21 " E 40.00' 1 LANDSCAPE, 7 & WALL 2e. 14' 2& 14' 34.14' 5.00' j I 5.00' —1 _ _, -- 3.00' LOT 223 3 bit C e I FORM8OARO FOUNOARON j LA . TOP OF FORMS - 22.33' A LOT 222 ( V ' LOT 224 r 0; c o] 1 $ y h ti s.o 5.00• 5.00' 23.20' 25.18' IO' UTIL ESMT r 0 N owwfi3- A 8e.73'--- a PC B.B.)N 00.14 55" W 40.00' uLAT-1Qb! L - 4, 777 50 R. LIVING - 1,157 SOFT. GARAGE - 451 SO.FT ENTRY - 74 SO R LANAI - 129 BRfE2EWAY - N/A SO.rr, 50R. 04? ORNEWAY - 403 SO.R. A/C PAD - 12 SO FT RED R 0 SE LANE WALKWAY" 75 WPERNOUS- +e.l 50.R• x 50' R/W) TRACr 1 (U111- & ACCESS R/W) 2.300 00 477 SO.R SO R R/W . 440 SO.R. PROPOSED - FINISHED SPOT GRADE ELEVATION APRON - 114 rr. SO.R. PER DRAINAGE PLANS UILO/NC SETBACKS9 SIDEWALK - 200 So V PROPOSED DRAINAGE FLOW FRONT - 23' sO0 SO R. LOT GRADING TYPE A • REAR - IS: 510E - 3.0' PROPOSED INFORMATION SHOWN A - 5.217 50.R PROPOSED F.F.PER PLANS - 22.3' i} BASED ON SUPPLIED PLAN ORNEWAY 4• PROPOSED GRADE PER CONSTRUCTION PUN 4 SIDE CORNER - 10' AN OR INSTRUCTIONS PER SIDEWALK - 275 SO.R. CUl1NT N07 FIELD YER/FIEO 002,613 SO,R. CRUSE/NHEIYE/R-SCOTT & ASSOC., INC. - LAND SURVEYORS LQflO . 3400 E. COLONIAL DR. ORUNDO, FL 32807 (407)-277-3232 FAX (407)-658-1438 PIA? PAL. S®11 a Lot V. : ON •R PAC. : v WYOU LiN•M[ Mma1. iK Yap? WO WO NMW COMY /lMr IIO SLOW YQN IK RMOM M OFN4CIW S[r Aww NY of Adam Sam K u . am 4m •U111= . SOor coveA0 CA"Arm CM • COO", " Im" us.• 1LY/4 III0j= N MY NO1000 AM M1RtA M CRIRM At -OF /-LIMA ANDIVILVAM mOE /11111LMIR 10 SMOII 471A77. /IORd 1YAIM IMM 08MM W M L WWM" OYCNRK AND OWAWm Y.Y. DO 9A1/Y NIP 00 CamAAE 907 WA Own . 1I1' u •I•LR an MQ14R•1 6 Vl. • NKp I'1 3 rm 1AtIM w1 /IIOWO ABM I1A[ WOIW00M ANINS IF r0 IIt f1AKIOR. OOZE ,Mr K OnOI 4oOtItlW d< • IOMf V Km100 CYG • "'0" C1 PAL • SNK O C01061tI11 ITT • RfrOlUtt IMROf1 00 EASOO" 5 MT A/IICT DO AA'apN 4 /o YOOIMOIM •MIIOKMMf PAW Al -MAID IMAM ODOlY6t SOW rwwaIr ftaU. . MAWSLOB. oivArin M : IIR1O. 11MY t A1pMAm MR Ot >ot BOOR d OAVL CONMm m AND lIt1A0 IA7t At RIIm t•0M M MN O/IQ rIIIIIS. A awmad L10MV IM M[ LWAIIN a TOIIOIO OIRi "Imm tM0Y0 Wr AC Wm O O60MSIIIYR SOLPAI I0 WIM W :'MKJnIr4 •r KK1WCar AEDOII LL 4te IMAM tuOl . 11NMId[ r. KA MCt AN "M AMOM IM AM a I1t 1At SHOWN AS &M rAl[Itl M) A Olw11Yd • SINK ARE RAIm W M1110MY Cm0I11t &AN Or I82% "M OIIM"W MONO Nd • MILL1rr L CO1111GIE OS AIAMIOAIOM r 4LL CLM . CMMM LOOP! RILS wL • vO1 rau ell . CO47trc am t - SOB" Or CWMWE P.I. mnrvrl m SCALE CERMED eY: G I' - 20 DRAWN ft 1E _- owER / ro. 2259-1M k "L.d.`.s't"I PLor PLAN 04-12-2018 4 ` 0002 WARM NORM rwroallo rnI/ MOAr1oN ans. ae-o7-sole Au-IM TIME IIIALCIOCAVIC) POW MU.010 LIE Wr1W 111[ 93TARLMO 100 YEAH /LOBO PLANE AS •W :IRA' ToN 2. 6RUSOO/EYER. R.LS. 1 4714 L'0w 7r NAP / 12117C am P. AMR W. SWr. R.L$ / 4501 CITY OF SANFORD BUILDING & .FIRE -PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ .f Job Address: ' . '" 1 e Lam! , Historic District: Yes Nog Parcel ID: Residentia(z Commercial L:. Type of Work: New Addition. Alteration Repair Demo Change of Use 4 Move Description of Work:'%.n <,-6 f A-.eiAG U t`i1y_'Stizk W a t L' _ Plan Review Contact Person: Tide: Phone: ` ki-A;61Ga00L,1Tax:O'l- 3?-385.3 Email: YLVGC Gta,, l nn ftopertV - OwOer Information Name Phone: Street: h Resident of property? City, State Zip: jC oi tb dfor, Information / Name A-" r _ :. c-' f' t ! ,Phone: Street: Js I C20cl TSAALC 7}' LQ. )AU Fax: 01- 53 City, State Zip:!JQ.nPm,,,Y . State License No.: 9' ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: B-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no Work or 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. F13C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application j OTICE: 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 at work will be done in compliance with all applicable :laws regulating. construction and zo - g. Signature of Owner/Agent Date Print OvmcdAgent's Name SignatuMof Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractpr/Agent Nance Signature of Nod(ry-State at Florida Date v;*L CHERYL D AKERS MY COMMISSION # FFNM2 EXPIRES June 05, 2020 t 07 j9aO15] RlornfoNu:a,y5,:rvkacom Contractor/Aeent is L.-.-Personall'v Known to:Me or Produced ID BELOW IS FOR OFFICE USE ONLY of ID Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: I Revised: June 30, 2015 Permit Application NW WY veti.rtitnwu.• C. _. pNC 10— sh4geea ^ f/W7tlC-j01 1 AYg1fb.(WNCtr lt— ..P1/C 1lIVlll i.Y! DESCRIPTION AS FURNISHED: Lot 223, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Jennifer Noboa; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZATION COMPANY LIMITED W BEAROALLS MAP OF ST JOSEPHS PLAT BOOK 1. PACE 114 S 00Al2 21 "' E o 0.4' 40.00' 0.4' tio9 v• ON ON REC 1/2" I.R. PVC FENCE REC. 1/2" I.R. NO I.D. ! LANDSCAPE, F CE &WALL MT NO I.D. P.O.L. ® 1I7.67' C P.O.L. ® 117.52' ri0 yp 26.14' 26.14' I 34.14' 5.00' 16.0 3.5'x3.5' C COV'0. AC PAD Do CONC. 5.00' 30.0' LOT 223 TWO STORY o RESIDENCE 1 p F F.-22.38' coLOT222 Cl) Cc U 5.0' ti 9• COV'0. BRICK 5 qq Red i4se "*i It- 5.00. 21.3' 16' BRICK DR. 25.18' 5.00' 1 00 9 5.00' LOT 224 0.8' 10' UTIL ESMT ON ON 9 0 0 N 00' 14'55" W 40' 26.75' 0PCREC. N&D 5' CONC. WALK REC. NAIL 14596 IN WALK B.B.) N 00°14 55 " W 40.00' QUO PROPOSEDSPOTFINISHED0 GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 22.3' /' i/yPROPOSEDGRADEPERCONSTRUCTIONPLAN tiOGOy tiOGpy RED ROSE LANE 50' R/W) TRACT I (UTIL. & ACCESS R/W) BUILDING SETBACKS: FRONT - 25' REAR = 15' SIDE = 5.0' SIDE CORNER = 10' CRUISENMEM?—ASRCOTT A SSOC. , INC. — LAND S'UR VE FORS LEGEND - LCGCNO - v PLAY PDa POINT OM LAN[ 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 f fICLD ITP. TYPICAL NOTES: IP. I.R. IRON PIPC IRON ROD PAC. CC. POINT Or RCVCRSC CURVATURE I. ME UNOERS/CNED DOES HEREBY CER171Y MAr MIS SURVEY MEETS ME STANDARDS OF PRACTICE SCr FORM BY ME FLORIDA BOARD Or Cx CONCRCK HOAIMCHT RAIL POINT Or COMPOUND CURVATURE RADIAL ALPROFESSIONSURVSYORS AND MAPPERS W CHAPTER 5J-17 FLORIDA AOMW/STIM11VE CODE PURSUANT TO SECTION 472.027. FLORIDA STAVESCx I. R. IR. •TITER 459E HA. NON -RADIAL 2. UNLESS EUSOSSCO MM SURVEYOR'S WARTIME AND ORIGINAL RNSED SEM. IWS SURVEY HAP OR COPIES ARE NOT VALIDSCT. REC REC. RCCl/Z WITNESS PRINT 1 MIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR. MERE AMY BE OTHER RESTRICTIONS PO. R. POINT r POINTOrRO"CHCC CAL CALL. CALCULATCO OR YIN/ PRONE THIS PROPERTY. PAC. POINt Or CONH[e4:d[Ht PRx PCRHAHENt REfERCNtE HONINENT UNCASEUENTSRCRO 4. NO UNOERrAR0UN0 IMPROVEMENTS HAVE BEEN LOCA/ED UNLESS OTHERWISE SHOWN. It CENteeLINE rr. rINISHEO FLOOR CLCVATION S MIS SURVEY IS PREPARED TOR MC SOLE BENEFIT Or AROSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANr OTHER CNTIrr NLDRIVCS" NAIL L OtSK RIGHf- r VAT RSL RxBUILDING SCTIACK LINE KARK 4. OtMENS10NS SHOWN FOR ME LOCATION OF WPROVEMCNIS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNOARr LINES. ESMT. CASCH NI R.R. BASEKKC RASEREARING SCAR7. BEARINGS. ARE BASED ASSUMED OA,JV VID ON ME LINE SHOWN AS BASE BCARWO (8.8.) DRAIN. ORAINAGC B. ELEVATIONS. IF CHOW. ARC BASED ON NAIIO.WLGEODETIC DATUM OF 1920. UNLESS OMCRW7SC NOTED Ur IL. CLFC. VOFC. U11LITV CHAINLINKfENCC WOOD rCHCC 9. CERMICATE OF AUMOMLA11OH Me. 4596. C" R PCCONCRCfC RACK POINT Or CURVATURE SCALE I— I• - 20 DRAWN BY, 0. 1 DESC. POINT Or tANGENCT DESCRIPt10N CERnnro BY: DATE ORDER No. R LRADIUS ARCLCNGTHPLOT PUN 04-12-2018 2259-18 C CICROLRD FORYBOARD FOUNDATION/ELEVS. 08-07-2018 4546-18 C. R CHORD REARING FIWLIELEV3. 12-14-2018 8256-18 NORTHY2MIS BUILDING/PROPERrY DOES. NOr UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM* 2011E ' X• MAP / 12117C 0055 F.