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532 Red Rose Ln 18-1569; SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000446 BUILDING PERMIT NUMBER: 18-10000446 UNIT ADDRESS: RED ROSE LANE 532 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: LE ,lscOct DATE: May 07, 2018 21-19-30-510-0000-2200 PARCEL: TRACT: BLOCK: LOT: 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: 532 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS Single Family CO -WIDE ORD Housing 705.00 1.000 dwl unit ROADS -COLLECTORS Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A LIBRARY Single Family CO -WIDE ORD Housing 54.00 1.000 dwl unit SCHOOLS Single Family CO WIDE ORD Housing 5,000.00 1.000 dwl unit PARKS N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE 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 OCCUPANY 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: 11p1 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 s SIV PAYMENT SHOULD BE 14ADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number:,;t -t q -30 -SIO -dd 40-,;t4U. 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 8K 9101 Pq 771 QP9s ) CLERK'S 0 2018034955 RECORDED 04/02/2013 01:30:02 PM RECORDING FEES $10,00 RECORDED BY ,ie+_kenro 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 2010 Legal Description: Thornbrooke Phaseaccording to the plat thereof, as recorded in Plat Book Ft Page -wof the public records of Seminole County, Florida. Addresses : 5i2 r eoi e6:54 Let A.Ci Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienors Notice as provid in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement: One year from the date of recording. > d WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT o ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN z F o 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, CONSUL' !N z YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 0 0 CL vRW W 0 O 0 11. Date Signed : 2 Signature of Owner's Agent: -- 4 W o n Asa Wrighta , m Taylor Morrison of FloridX .. Sworn to and subscribed before me this by John Asa Wright o ' onally known to me. Notary Public DA Clark ,'r 00Mycommissionexpires: 6/27/19 ? Ogvt Serial No. FF 209108 No a ignature: * r a1: AND- '"a Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, l declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. CEI M ry C Q CITY OF SANFORDMAR282018BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 8— ( S(o 9 Documented Construction Value: $ kAOJW Z (Q26a dd Job Address: J 3 4etl )2o, -,.e La t.. , Historic District: Yes No Parcel ID: _Z/-19-30- 5'!4 -0000- 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEWSINGLE FAMILY HOME THORNE BR00K PHASE LOT NUMBER • 296) _ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE #200 City, State Zip: MAITLAND FL 32751 IMMI -n'-ul ii u L Phone: 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTItaE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is 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 zonin a Sipi goro.trug—e.t—ate Signatu of Contractor/A t Da A TA Signature o Notary -State kf Flory to 0•x,,0- % s yat P N ySd W" Owner/ tiffs yM Personally Known to Me or Produced ID N/A Type of ID JOHN ASA M T Print ConUactor/Ag s N Signature of otary-State of Florida r r Q No ,—K 200 M: # ESiuaeNdan S'Ar'+ ftor/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 [a Plumbing® Gas[] Roof Construction Type: VF Occupancy Use: tz ?j Flood Zone: x_S EZ Total S Ft of Bldg: %1„ AtTTAc.NE,I> Sq g• a- Min. Occupancy Load: ( # of Stories: Z New Construction: Electric - # of Amps 50 Plumbing - # of Fixtures 2 Z Fire Sprinkler Permit: Yes No 0 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: f-3-19 UTILITIES: , WASTE WATER: ENGINEERING: Y*4Zt= <l 30-1a FIRE: ! BUILDING:L- I COMARNTS: Ok to construct single family home with setbacks and impervious area shown on plan. C0ff;v&; A GL Revised: lune 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I B_ (5(0q Documented Construction Value: $ P Job Address: JJo 4ed )2o, -,.e La w.ei Historic District: Yes No Parcel E[): _Z(-19-30- 5710 -0000- 2.;0 0 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW IN .,I E FAMILY HOME THORN BROOK PHARF LOT NUMBER • Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits 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 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR UWPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 516 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I wil I 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 zonin41 Si of Owner g nt Dau Signator ofContrector/A t Dat TAYLOR MOR I&OF FLORIDA INC JOHN ASA WRI T Print signature o Notary-StatefFlogdtt to 0• -.16ot 2Aq Owner/ t`fis yM Personally Known to Me or Produced ID N/A Type of ID Print Signature of otay-State o ffFFlorida to r rua aSS10N•ff2006 gyyryetNd'I NiWf Wor/Agent is YES Personally Known to Me or Produced ID 14A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: /f/37/-3 WASTE WATER: ENGINEERING: FIRE: ! BUILDING: COMMENTS: Revised: lune 30, 2015 Permit Application P5 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: 532 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2200 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q 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) iiii Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#18-1569 Reviewed by: Michael Cash, CFM Date: April 30, 2018 it o q Application for Right -of -Way Use O R I D y y pforDriveway, Walkway & Ldp 1877 e 1677 —, Department of Planning & Development Services wormsenfordm.sov 300 North Park Avenue. Sanford. Roride 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location oof the existing right–of-way aand use shall be provided or application could be delayed. lV/vYOI Gf/OW Or p a 0 _ Kn.w a»below. Call beloropu dig. 1. Project Locatlon/Address: 3 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date FlEmergency Repairs 4. Brief Description of Work: jWNEWAY Fft AW SAX Maintenance Responsibilitieslindemnifrcation 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 Installationllmprovement fully restoring the dghlof-way to its previous condition. In the event that any future construction of roadways, utilities, stor nwater facilities, crony general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are In the public right-of-way. It the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated asteria, or completely restore the rlghtof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requastors expense and, if necessary, rile 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 counlilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities. claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal, resulting in any fashion from or arising directly or indlM* out of or connected with the use of the Clty's right-0f-wray. I have read and understand the above statementand by signing this application I agree to its terms. 1 hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This potmit shall be posted on the site during construction. Please call 407.688.5080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: Date: I Senlember2010 ROW use nim -nil Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: S Ct j r Permit #: A? - job j Job Information Builder: ! aCf 1V^ Community: // K C P. Lot: o?dOivi10rv0a ,drn Address: 53), e os Unit: City: Sr. A Fv rState: L Zip: Duct Leakage Test Results System 1 61.5 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems COI ' cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. 6performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2017 or R406-2017. l tid ` _ . 031 Qn Total of all Total Conditioned Leakage Type selected on Form Qn specified on Form R405-2014 systems Square Footage R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or 406-2017 PASS FAIL Ov" S ` ` Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company L Company Name: Phone: I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: / / Date of Test: l I I L-2 o ,? Printed Name of Tester: % Ae,>N car, I SCPA Parcel View: 21-19-30-510-0000-2200 http://parceldetai i.scpafl.org/ParceiDetaillnfo.aspx?P[D=2119305100... Property Record Card jPNMR Parcel: 21-19-30-510-0000-2200 Property Address: 532 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-2200 Owner TAYLOR MORRISON OF FL INC Property Address 532 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD I DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Sales Description Date Book Page Amount Qualified No Sales 1 of 2 3/27/2018,4:12 PM Portability Adj 2018 We Save Our Homes Adj $0 Values Amendment 1 Adj $0 Valuation Method Cost/Ma P&G Adj $0 Number of Buildings 0 Assessed Value $40,000 Depreciated Bldg Value 220 Depreciated EXFT Value Tax Amount without SOH: Land Value (Market) 40,000 2017 Tax Bill Amount Tax Estimator Land Value Ag Save Our Homes Savings: Just/Market Value " 40,000 Sales Description Date Book Page Amount Qualified No Sales 1 of 2 3/27/2018,4:12 PM Portability Adj Save Our Homes Adj $0 Amendment 1 Adj $0 P&G Adj $0 Assessed Value $40,000 O 220 Tax Amount without SOH: 119.43 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Seminole County GIS Legal Description LOT 220 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 40,000 $0 Schools 40,000 $0 City Sanford 40,000 $0 SJWM(Saint Johns Water Management) 40,000 $0 County Bonds 40,000 $0 Sales Description Date Book Page Amount Qualified No Sales 1 of 2 3/27/2018,4:12 PM REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: a?- rdF Project Name: "M0 `h 601L Project Address: 53)L- 944 e°St' G Q k.X-, Building Permit M Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the A]HU). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print Name ofOwner/Ted t gnature of Owner' T t JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 4/20/07) Print Name of Gen. Co ctor ax./. gnature of Gen. C or St 12S7yd2 Gen. Contractor License # Print Name of El. Contractor Signature of El. Contractor ECo0W SAy El. Contractor License # b Progress Energy o Florida Power and Light on _/ / REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Inspection Description Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 Addrecc• ELECTRICAL PERMIT Inspection Description 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 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECI _ NIC AAPPkkMIT{ Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final BLOWER DOOR TEST REPORT Permit No.: f 0-/ 5 G q Address: 53d, Ace Ao5e /-h J%/x-r.-A d'L Number Street Name Apt/unit no. City State Zip Air Infiltration Test Results CFM (50) _ I Volume = / ASS % . 3 / Cubic Feet ACH (50) = H '-- I (Cannot exceed 7 ACH) CFM(50) X 60/Volume) Tester Information vt E Certified/Licensed Tester: ti e•,1 40 s anteName) Company Name: Sloe e C Certification/License No.:y 1 6-7 O(-( Certification/License Type: Florida Solar Energy Center Class A Air Conditioning Contractor ERESNET Class B Air Conditioning Contractor BPI Other Third Party Certification of Test Results Mechanical Contractor I hereby certify that building or dwelling unit described herein has been tested in accordance with the current Florida Energy Conservation Code Edition, Section R402.4.1.2, and verified as having an air leakage rate of not exceeding 7 air changes per hour. Testing was conducted with a blower door at a pressure of 0.2 inches w.g. (50 pascals). Signature of Certified Tester: l- Date: Attach copy of Certification/License RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot220T or brookCaptivaAGLE Street: 53 K.LQ OtG ,( ,, / Builder Name: Taylor Morrison Permit Office: O/' LGA yN City, State, Zip. FL , $Q,M p Permit Number _ 5 69 O F OOwner: Design Location: FL, Orlando Jurisdiction: 691500 County.. Seminole (Florida Climate Zone 2) R7 -mol 1. New construction or existing New (From Plans) 9. Wall Types (2548.2 sgft ) 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=11.0 1095.10 H' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 N' 4 Number of Bedrooms 3 d. N/A R= ft' 5 Is this a worst case? No 10. Ceiling Types (1208.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1163.00 ft' 6. Conditioned floor area above grade (ft') 1989 b. Knee Wall (Vented) R=19.0 45.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(344.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH- Main 6 397.8 a. U-Faclor: Dbl, U=0.34 272.05 R' SHGC. SHGC=0.31 b. U -Factor: Dbl, U=0 58 72.00 W 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 -Factor: N/A it' a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.223 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: 0.173 Total Proposed Modified Loads: 56.92 PASSTotalBaselineLoads: 63.24 1 hereby certify that the plans and specifications covered by Review of the plans and F•CHE STgT this calculation are in compliance with the Florida Energy specifications covered by this y _ Code. - calculation indicates compliance with the Florida Energy Code. rrnr; • .; :; `:'' :.„ O PREPARED BY: Before construction is completed DATE: _3/16/1-8_ . __ this building will be inspected for a compliance with Section 553.908 o I hereby certify that this building, as designed, is in compliance Florida Statutes. C00withtheFloridaEnergyCode. OWNER/AGENT:- WE t¢ BUILDING OFFICIAL:/ IIO - DATE: - 3 ! DATE: J• /B '/ Compliance requires certification by the air handler unit manufacturer that the air handier 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). 3/16/2018 9.57 AM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 1 of 4 FORM R405-2017 3/16/2018 9.57 AM EnergyGauge© USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot220ThornbrookCaptivaAG Bedrooms- 3 Address Type: Street Address Building Type: User Conditioned Area: 1989 Lot # Owner Name. Total Stories- 2 Block/Subdivision- of Units- 1 Worst Case. No PlatBook: Builder Name. Taylor Morrison Rotate Angle- 0 Street* Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 182988 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area _ Joist R -Value Tile_ Wood Carpel 1 Floor over Garage Main ---- ---- 6 fl' 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 115711' ---- 0.34 0 0.66 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1301 ft' 292 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 117 Y N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 19 Batt 45 ft= 0.11 Wood 2 Under Attic (Vented) Main 38 Blown 1163 W Oil Wood 3/16/2018 9.57 AM EnergyGauge© USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 3/16/2018 9-57 AM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt- To Wall Type-- __- - Space R -Value_ . Ft. In- __ FI_ In. Area R -Value Fraction 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 11 38 6 9 4 359.3 ft' 0 0 06 0 3 NE Exterior Concrete Block - Int Insul Main 11 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 11 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 11 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 11 29 11 9 4 279.2 ft' 0 0 06 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Fl In _ Ft In 1 Wood Main None 25 2 7 6 8 17.2 ft' WINDOWS Orientation shown is the entered, Proposed orientation Wall Overhang V/--# Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth_ Separation _ Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 It 8 in None Exterior 5 2 N 2 Vinyl Low -E Double Yes 0.34 031 N 9.0 ft' 1 ft0 in 12114 in None Exterior 5 3 NE 3 Vinyl Low -E Double Yes 034 0.31 N 22.7 ft' 9 ft 4 in 0 It 4 in None None 4 E 4 Vinyl Low -E Double Yes 0.34 0.31 N 8.0 ft' 1 ft 0 in 1 ft Bin None Exterior 5 5 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 6 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 7 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 8 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 9 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 10 W 9 Metal Low -E Double Yes 0.58 0.32 N 72.0 ft' 9 ft 0 in 0 ft 0 in None None 11 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 H 8 K 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 2134.9 117.2 220.41 3678 7 3/16/2018 9-57 AM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 YiI :T 1:Z I F Ii7i i1 3/16/2018 9:57 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 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 ft' DUCTS Supply --- Return --- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Heatin Jan Feb Jan Feb Mar Mar A rJAAr Ma X Jun X Jul Ma Jun Jul X AugX Auge Se Oct Oct Nov NovHX Dec Dec11VentingJanFebXMarAprMayJunJulAugSepOctNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/16/2018 9:57 AM 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* = 90 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft=) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC- Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft2 0.312 b. Concrete Block - Int Insul, Exterior R=11.0 1095.10 fl 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft= 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1163.00 fl' 1989 b. Knee Wall (Vented) R=19.0 45.00 fl' c. N/A R= ft' Area 11. Ducts R W 272.05 ft' a Sup: Attic, Ret: Main, AH: Main 6 397.8 72.00 ft' 12. Cooling systems kBlu/hr Efficiency ft' a. Central Unit 34 2 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=190 c. N/A R= 11' 13. Heating systems a. Electric Heat Pump 3.223 K. 0.312 Area 14. Hot water systems 115700 R= a. Electric 6.00 ft' b. Conservation features fl' None 15 Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: /%7 Date: 3 -.;w - ( O Address of New Home: SbeZ 4S¢, LQ ^4, City/FL Zip: S &41, (V kBtu/hr Efficiency 32.8 HSPF:8 50 Cap. 50 gallons EF: 0.95 Pstal 14E ST4., a v r a oo0 WE° Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/16/2018 9:57 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 w DEL -AIR Project Summary Job: LoMffhornbrookCapti... 1 7 Date: June 14,2014 BEAT G-AMCOMMMNMC 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 Notes: LS 3/16/18 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 19189 Btuh Ducts 1810 Btuh Central vent (0 cfm) 0 Btuh gone) Humidification 0 Btuh Piping 0 Btuh Equipment load 20999 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1989 1989 Volume (ft3) 20884 20884 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 174 90 Heating Equipment Summary M Make Lennox Relative humidity Trade LENNOX Model 14H PX -036-230-21 47 AH R I ref 10258589 Sensible Cooling Equipment Load Sizing Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Heating output Relative humidity 50 Moisture difference 47 gr/Ib Sensible Cooling Equipment Load Sizing Structure 22835 Btuh Ducts 2898 Btuh Central vent (0 cfm) 0 Btuh none) Air flow factor 0.054 Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 25733 Btuh Latent Cooling Equipment Load Sizing Structure 3857 Btuh Ducts 628 Btuh Central vent (0 cfm) 0 Btuh none) Btuh Heating output Equipment latent load 4485 Btuh Equipment Total Load (Sen+Lat) 30218 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-036-230-21 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 @ 47°F 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 0.054 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 = 30 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0f.- wrightsoft- 2018 -Mar -16 09:55,17 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 1RCCA .,,ookCaptivaAGLE Lol22oThornbrookCaptivaAGLE.rup Calc - MJ8 House laces E RDEL--AIR Right -JO Worksheet XIMI-A°"°"'°''° 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: Lot220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 254.3 If 9.2 It d 22796 112 Family/Great rm 32.0 11 9.3 It heaUcool 15.0 x 17.0 It 255.0 112 Ty Construction number U -value Blutl/112--F) Or HTM Eft 112) Area (112) or perimeter (II) Load BI h) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 VI/ a 1 Osw 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 C 13A-7.5ocs 2A-2ov 0.095 0.340 n n 2.67 9.55 1.64 12.40 358 9 349 0 932 87 572 113 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.38 3.62 45 45 62 163 0 0 0 0 Vjl L --G 13A-7.5ocs 10C•v 0.095 0340 ne ne 2.67 9.55 1.64 18.94 36 23 14 0 37 217 23 429 0 0 0 0 0 0 0 0 1213-0sw 2A-2ov 13A-7.5ocs - 0.091 0.340 0.095 a a e 2.56 9.55 9.55 267 2.81 35.69 35_69 1.64 270 8 15 o 247 0 P 60 632 76 143 161 694 286 535 99 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 yl C 12C•Osw 2A-2ov 0.091 0.340 s s 2.56 9.55 2.81 12.78 347 45 302 67 771 430 847 575 0 0 0 0 0 0 0 0 y/ L -G 13A-7.5ocs 2A•2ov 0.095 0.340 s s 2.67 9.55 1 64 13.88 359 39 321 0 856 368 525 535 159 0 159 0 423 0 260 0 12C-OsW 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 270 30 40 200 0 0 511 287 382 562 1071 1428 0 0 0 0 0 0 0 0 0 0 0 0 Vj1 2 13A-7.5ocs 2A-2ornd 2A-2ov 0 095 0 580 0.340 w w w 2.67 16.30 955 1.64 18.38 35.69 279 72 58 150 134 0 399 1173 552 245 1323 2064 140 72 0 68 67 0 181 1173 0 111 1323 0 q12C-0sw a 11 D0 0.091 0.390 n 2.56 10.96 1.72 11.88 220 17 203 17 519 189 350 205 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 1163 1163 1350 1632 0 0 0 0 F 2OP-191 0.050 1.40 0.70 6 6 9 4 0 0 0 0 F 22A-Ipl 0.989 27.79 000 1157 117 3258 0 255 32 889 0 6 c) AED excursion 2846 1402 Envelope loss/gain 13830 18158 2668 3097 12 a) Infiltration b) Room ventilation 5359 0 1726 0 675 0 217 0 13 Internal gams: Occupants @ 230 Appliances/other 5 1150 1802 3 1 690 0 Subtotal (Imes 6 to 13) 19189 22835 3342 4004 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 9% 1 17/6 0 0 0 19189 1810 0 0 0 22835 2898 0% 0% 0 0 0 3342 0 0 0 0 4004 0 Total room load IAirrequired (cIm) I I 20999 1140 25733 1140 1 1 3342 181 4004 177 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. wrigl-tsoFt- 14C •"•'-• •••••--••^'•• Right -Suite® Universal 2018 18.0.10 RSU240n 2018 -Mar -1609:55:17 Page 1 rookCaptivaAGLE\Lol22OThornbrookCaptivaAGLE.rup Calc = MJ8 House faces E RDEL--AIR Right -J® Worksheet WATM-° "°'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: Lot220ThornbrookCaptivaA... 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 11 heal/cool 150 x 14.5 It 217.5 02 M.BIh 11.5 II 9.3 It heat/cool 1.0 x 96.8 It 96.8 Itz Ty Construction number U -value Bluh/llz-•F) Or HTM BI 02) Area (112) or perimeter (It) Load BI h) Area (112) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vj/12C-Osw G 2A•2ov 0.091 0.340 n n 2.56 9.55 281 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V(I I -G 1A•7.5ocs 2A•2ov 0.095 0.340 n n 2.67 9.55 1.64 12.40 135 0 135 0 360 0 221 0 107 0 107 0 286 0 175 0 11 W 16A-19ad 0.049 n 1.38 3.62 45 45 62 163 0 0 o- 0 y/ 13A•7.5ocs 10C -v 0.095 0.340 ne ne a a e e s s 2.67 9.55 2.56 9.55 9.55 2_6_7 256 955 1.64 1894 2.81 35.69 35.69 1.64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-f( W t -C 12C-Osw 2A-2ov 2A-2ov _ 13A=7 Wo 12C -Os w 2A-2ov OA91 0.340 0.340 01195 0.091 0.340 0 0 0 0 0 0 2.81 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t -G 13A-7.5ocs 2A•2ov 0.095 0.340 s s 2.67 9.55 1.64 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 C G 13A•7.5ocs 2A•2omd 2A•2ov 0.095 0.580 0.340 w w w 2.67 16.30 9.55 2.56 10.96 1.64 18.38 35.69 140 0 58 82 0 0 218 0 552 134 0 2064 0 0 0 0 0 0 0 0 0 0 0 0 q D 1 ZGOsw 11 DO 0.091 0.390 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 n_ 0.73 1.40 0 0 0 0 0 00 0 F 2OP-1910.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0 989 27.79 0.00 218 30 820 0 97 12 320 0 LL 6 c) AED excursion 816 12 Envelope loss/gain 2012 3397 605 163 12 a) Infiltration b) Room ventilation 722 0 232 0 242 0 78 0 13 Internal gains: Occupants @ 230 Appliances/olher 1 230 0 0 0 0 Subtotal (Imes 610 13) 2734 3860 847 241 14 15 Less exlernalload Less Iransler Redlslnbulion Subtotal Duct loads I W,, 0% 0 0 0 2734 0 0 0 0 3860 0 01/6 0% 0 0 0 847 0 0 0 0 241 0 Total room load Air required (clm) 2734 148 3860 171 847 46 241 11 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrigF+tsoYt- 2018 -Mar -16 09.55:17 AC -CI, Right-Sude® Universal 2018 18.0. 10 RSU24011 Page 2 rookCaplrvaAGLE\Lol22OThornbrookCaplivaAGLE.rup Calc = MJ8 House laces E DEL --AIR Right -JO Worksheet MAMM-A°' 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: Lot 220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M. W c 0 It 9.3 fl heat/cool 3.5 x 6.5 It 22.8 112 M. W is 0 It 9.3 It heal/cool 10 x 48.0 It 480 112 Ty Construction number U -value BtuWI12-•F) Or HTM 8IuNf12) Area (112) or perimeter (ft) Load Bl h) Area (112) or perimeter (II) Load Btuh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 V(/ 6 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 6 0 0 0 Y13A-7.5ocs G 2A-2ov 0.095 0.340 n n 2.67 9.55 1.64 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.38 3.62 0 0 0-0-0. 0 0_ 0 0 0 0 0 0 0 0 0 I/ G 13A-7.5ocs tOC-v 0.095 0.340 ne ne 2.67 9.55 164 18.94 0 0 0 0 0 0 0 0 W 12C -Os w 2A-2ov 2A_2ov _ __ 13A-7.5ocs 0.061 0.340 O W 0.095 a a a a 2.56 9.55 8_55 2.67 2.81 35.69 35_69 1.64 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0 f) 00 Vy I --G 12C-Osw 2A -ZDV 0.091 0.340 s 5 2.56 9.55 2.81 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 Vq T-1' 13A-7.5ocs 2A-2ov 0.095 0.340 s s 2.67 9.55 1.64 13.88 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 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 G 13A-7.5ocs 2A-2omd 2A-2ov 0.095 0.580 0.340 w w w 267 16.30 9.55 1.64 18.38 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 F D 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 0.026 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 4@__O_ 0 0 6 c) AED excursion 0 0 Envelope loss/ga n 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) 1 0 1 0 1 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 01/6 0% 0 0 0 0 0 0 0 0 1 0 0% 0% 0 0 0 0 0 0 0 0 1 0 Total room load Air required (c1m) 1 0 0 1 0 1 0 0 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7- soft- 2018 -Mar -16 09.55:17 tGA Right-Suile® Universal 2018 18.0.10 RSU24011 Page 3 rookCaplivaAGLE\Lol22OThornbrookCaplrvaAGLE rup Calc = MJ8 House laces: E RDEL--AIR Right -J® Worksheet MUM -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: Lot 220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room dame Exposed wall Room height Room dimensions Room area Laundry 6.5 It 9.3 It heal/cool 6 5 x 6.5 It 42.3 IIZ Kitchen 11.4 It 9.3 It heaVcool 1.0 x 134.4 It 134.4 112 Ty Construction number U -value BtuNllz'F) Or HTM BI 112) Area (Its or perimeter (II) Load BI h) Area (112) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VII Ci y/ I_{• 0_ 60 0 0 0_ 60 0 0 0 161 0 0 0 99 0 0 0 12C-Osw 2A•y 13A-7.5ocs 2A-2ov 0.091 0.340 0.095 0.340 n n n n 2.56 2.810 9.55 _ 12.40 267 1.64 9.55 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W Vjl L ---G 6 G G W - t -C y/- - G 16A-19ad 13A-7.5ocs - tOC-v 0.049 0.095 0.340 0.091 0.340 0.340 0:0% 0.091 0.340 n ne m a a e e 5 s 1.38 -1-62 2.67 1.64 9.55 18 94 2.56 2.81 9.55 35.69 9.55 35.69 2.67 _ 1.64 2.56 2.81 9.55 12.78 2.67 1.64 9.55 13.88 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 0 0 0 0 0---0 0 0 0 0 0 0 0 0 0 0 0 120-0sw 2A•2ov_ -- i3A7.Socs 1210-0sw 2A-2ov 13A-7.5ocs 2A•2ov 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_ 6 0 0 0 0 0 0 02A-2ov 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0-- 0 0 181 0 0 0 0 0 0 0 0 0.095 0.340 s s 107 0 107 0 286 0 176 0 t C 1210-Osw 2A-2ov 28 -21v 0.091 0.340 0.340 w w w w w w_ 2.56 2.81 9.55 3569 9.55 _ 35.69 2 67 1.64 1630 1838 955 3569 256 1 72 10.96 _ 11.88 0.73 1.40 1.40 0 70 27.79 0.00 0 0 0 0 0 0 0 0 0 0 0 0 C C R- D_ Z--- _ F F_-- 13A-7 Socs 2A-2omd 2A-2ov t 2C -Os 11DO _ t6B-38ad 22A-191 0.095 0.580 0.340 0 0 0 0 0 0_ 0 0 0 131 0 0 0 134 0 0 00 0 0 335 0 0 0 0 226 0 0.091 0.390 0.026 0.050 0.989 n_ 131 0 0 0 0 0 42 0 7 0 0 0 0 0 22A-tpl - 11 317 0 6 c) AED excursion 35 79 Envelope loss/gain 342 64 939 323 12 a) Inlillration b) Room ventilation 137 0 44 0 242 01 78 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 1200 Subtotal (lines 6 to 13) 479 708 1181 1601 14 15 Less external load Less Iransler Redistribution Subtotal Duct bads 1 0% 0%j 0 0 0 479 0 0 0 0 708 0 0% 01/6 0 0 0 1181 0 0 0 0 1601 0 Total room load Air required (cam) 479 26 708 31 1181 64 1601 71 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigFstsoft- 2018 -Mar -1609.55'17 Righl.Suite® Universal 2018 18.0.10 RSU24011 Page 4 rookCaplrvaAGLE\Lot22OThornbrookCaplivaAGLE rup Calc = MJ8 House laces E 1 DEL -AIR Right -JO Worksheet NUTM-AMCOV 'OWN 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: Lot 220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13.8 11 9.3 11 heat/cool 1.0 x 301.3 It 301.3 112 Pwdr 12.5 11 93 11 heal/cool 65 x 6.0 It 39.0 02 Ty Construction number U•value BtutVI12-°F) Or HTM BI 112) Area (112) or perimeter (II) Load St h) Area (119 or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 Vy y/ L -C 12C-Osw -- 2A -20v -_-- 13A-7.5ocs 2A•2ov 0.091 0_340 0 095 0.340 0.049 0.095 0.340 0.091 0.340 0.340 0_095 0.081 0.340 0.095 0.340 0.091 0.340 0.340 0.095 0.580 0 340 0.091 U _390 0.026 0-0-5-0- 0 989 n n_ n n n ne ne a a a e 5 s-- s s w w w w w w n 2.56 9.55 2.67 955 1.38 2.67 955 2.56 9.55 9.55 2.67 256 9.55 2.67 955 2.56 9.55 9.55 2.67 16.30 9.55 2.56 10.96 0.73 1.40 27.79. 2.81 12.40 1.64 1240 0 0 0- 0 0 0 0 Q 77 113 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 6 0 9 9 47 0 125 87 W V/ C, 1_ W Y12C-Os L --G yl G 16A•19ad __ 13A•7.5ocs tOGv _ 12C-Osw 2A-2ov 2A•2ov 13A•7 Sots w 2A•2ov 13A-7.5ocs 2A-2ov 12C-Osw ---- 2A-2ov 28-21v _ 13A-7.5ocs 2A-2omd 2A-2ov 12C-Osw -- - 11 D0- --- 16B•38ad 2pP-f91 22A-1pl -- -- _ 3.62 1.64 1894 2.81 35.69 3569 1.64 2.81 12.780-0 1.64 13.88 2.81 35.69 35.69 1.64 18.38 3.5.69 1.72 11.88 1.40 0.70 0.00 0 36 23 0 14 0 37 217 0 0 0 0 23 429 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 161 0 0--- 0 0 0 0 0 0_ 0 0 0 0- 0 0 55 0 0 0 0 60 0 0 0_ 60 0 0 0 0 0 99 0 0 0 93 39 0 0 0 0 0 0 146 368 90 535 0 0 0 0 0 0 0 0 t-! C q - D C F FF 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 09 17 22 0 0 0 720 17 22 0 0 0 0 184 189 16 0 0 0 124 205 30 0 0 0-0-0 0 0 20 0 0 0 0 26 0 13 0 0 0 0 0 0 0 0 U 27 0 0 14 6,::- 347 0 0 6 39301143840 6 c) AED excursion 24 19 Envelope loss/gain 1541 1412 735 297 12 a) Irlliltralion b) Room ventilation 293 0 94 0 263 0 85 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 1834 1737 997 382 14 15 Less external load Less transfer Redistribution Subtotal Duct loads I 0'/0 09/6 0 0 0 1834 1 0 0 0 0 1737 0 01/6 1 0"/ 0 0 0 997 0 0 0 0 382 0 Total room load Air required (clm) 1834 100 1737 77 1 997 54 382 17 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. wrigF tsoFt' 2018 -Mar -1609:55'17 AGCY - Right -Suite® Universal 2018 18.0.10 RSU24011 Page 5 rookCaphvaAGLE\Lol22OThornbrookCaplrvaAGLE rup Calc = MJ8 House faces E DEL --AIR Right -JO Worksheet MAMM-AMCOP 111Or° 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: Lot220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Open to Below 32.0 11 9.0 It heat/cool 15.0 x 17.0 It 255.0 Itz Bdrm 2 26.0 It 9.0 It heal/cool 15.0 x 11.0 It 165.0 112 Ty Construction number U -value BluN112-•F) Or HTM BI f12) Area (I11) I or perimeter (It) Load Btuh) Area (Its or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 VN C I Eg- w 2A•2ov 0.091 0.340 n n 2.56 9_55 2.81 12.40 0 0 0 0 0 0 0 0 99 0 99 0 253 0 278 0 V,V I -i 13A-7.5ocs 2A-2ov 0 095 0_340 n n 2.67 9.55 1.64 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.38 3.62 0 0 0 0 0 0 0 0 L13A-7.5ocs C 1-ffi W t 0c -v 0.095 0.340 0.091 0.340 0.340 0.095 ne ne 267 9.55 1.64 18_94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C -0s w 2A -20v 2A-2ov-- -_ j3A_7.Socs a a e a 2.56 9.55 955 2_67 2.81 35.69 35.69 1.64 6 0 0 0 0 0 0 0 0 0 U 0 0 U 0 0 0 U 0 0 0 U 0 0 0 U 00000 Vy G 12C -Os w 7A•2ov 0 091 0.340 s s 2.56 9.55 2.81 12.78 153 0 153 0 391 0 430 0 0 0 0 0 0 0 0 0 y/ t -C t3A-7 Sots 2A-2ov 0.095 0.340 s s 2.67 9.55 1.64 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A -20v 2B -21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 135 0 40 95 0 0 243 0 382 267 0 1428 135 30 0 105 0 0 268 287 0 295 1071 0 j1 C C 13A-7.5ocs 2A-2omd 2A-2ov 0 095 0.580 0.340 w w w 2.67 16.30 9.55 1.64 18.38 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 12C-Osw 11DO 0.091 0.390 n 2.56 10.96 1.72 it. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 255 255 186 358 165 165 121 231 F _ ZOP-191 0.050 1.40 0_70 0 0 0 0 0 0 0 0 F_ 22A-Ipl _ 0 989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5371 402 Envelope loss/gain 1203 3019 929 2277 12 a) Infiltration b) Room ventilation 651 0 210 0 529 0 170 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 1853 3229 1458 2447 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 23% 281/ 0 0 0 1853 432 0 0 0 3229 908 231/ 28% 0 0 0 1458 339 0 0 0 2447 689 Total room load Air required (clm) 2285 124 4137 183 1797 98 3136 139 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FP- wrGgFltsoPt- 2018 -Mar -1609:55.17 AIC-',. "- Righl-SudeO Universal 2018 18.0 10 RSU24011 Page 6 rookCapiwaAGLE\Lo122OThornbrookCaptivaAGLE rup Calc - MJ8 House laces E DEL -AIR Right -JO Worksheet r"°'°°1 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: Lot220ThornbrookCaptivaA... Date: June 14,2014 By: RH t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Sth 2 8.5 11 90 11 heat/cool 66 x 8.5 It 56.0 f12 Loft 24.5 It 9.0 It heat/cool 1.0 x 420.5 It 420.5 112 Ty Construction number U -valueBluwfl2-•F) Or HTM BIUM12) Area (112) or perimeter (II) Load Btuh) Area (112) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vj% C 2.66 2.81 9.55 12.40 12C-Osw 2A-2ov 0.091 9_340 n n 77 6 71 057 180 198 74 63 0 63 0 161 0_ 177 0 11 V i 13A•7.5ocs 2A•2ov 0.095 0.340 n n n_ ne ne a a e a s s 2.67 1.64 9.55 12.40 1.38 3.62 2.67 1.64 955 18_94 2.56 2.81 9.55 35.69 9.55 ----35.69 2.67 1.64 2.56 2.81 0 0 0 0 0 6 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 164 0 0 194 383 W L13A•7.5ocs C 16A-19ad 1013-v O.1y19 0.095 0 340 6-WI 0.340 0.340 0.095 0.091 0_340 0 0 Vy Y --G 1213-0sw 2A-2ov 2A=2ov - -- - 13A_7.Socs 12C -Os w 2A•2ov 0 0 0 0 0 0 0- 0_ 59 0 0 99 30 59 0 0 69 22 150 0 0 0 0 0 0 0 0 0 0 176 287 CY ---G 13A-7 Socs 2A-2ov 6.095 0.340 s s 9_55 _12.78 2.67 1.64 9 55 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V LH -- CC 1213.0sw 2A•2ov, 2B -21v 0.091 0.340 0.340 w w w w w w n_ 2.56 2.81 9.55 35.69 9.55 35.69 267 1.64 16.30 18.38 9.55 _35.69 2.56 1 72 10_96 - 11.88 0.73- 1.40 1.40 - P6 27.79 - _0.00 0 0 0 0 0 0 0 0 55 0 0 0_ 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 y! 1-13 13A-7.5ocs 2A-2omd 2A•2ov 0.095 0 580 0.340 0.091 0.390 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q- C_ F 12C-0sw 11 D0 0 0 55 0 0 0 0 0 0_ 0 0 0 0 0 0 16B-38ad 20P-191 9026 0;050 0.989 40 77 421 421 307 590 0 U 0 6 0 O 0 0 0 0 0 0 0 0 0 0F - - _ 22A-tp1___ - 6 c) AED excursion t9 39 Envelope loss/gain 278 331 1081 1470 12 a) Infiltration b) Room ventilation 173 0 56 0 498 0 160 0 13 Internal gains- Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 451 387 1579 1630 14 15 Less external load Less transler Redistribution Subtotal Duct bads 23'/0 1 289/6 1 0 0 0 451 105 0 0 0 387 109 239/6 289/6 0 0 0 1579 368 0 0 0 1630 459 Total room load Air required (clm) 5561 301 496 22 1 9 1947 106 2089 93 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. wrGghtwu-f* 2018•Mar•1609.55.17 Righl•Suile® Universal 2018 18 0 10 RSU24011 Page 7 FookCaptivaAGLE\LO122OThornbrookCaptivaAGLE rup Calc = MJ8 House laces E 4 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: Lot 220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdrm 3 22.0 It 90 11 heat/cool 11.5 x 10.5 It 120.8 112 Bdrm 3 W is 5.5 It 9.0 It heal/cool 5.5 x 5.0 It 27.5 112 Ty Construction number U -value Btuh/42-•F) Or HTM BI 112) Area (112) or perimeter (It) Load 81 h) Area 019 or penmeter (Il) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Y ---GC 12C-Osw 2A-2ov_ 0.091 0.340 0.095 0340 n n_ n n 0 0 0 0 0 0 0 0 0 2.56 905 2.67 955 2.81 12.40 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 1.64 1240 0 0 0 0 0 0 0 0 0 0 11 W Y ---G v- C 1-13' W V1l f t SA -12a d _ 13A-7.5ocs 0.049 0 095 0 340 0.091 0.340 0.340 0.095 0.091 0.340 0.095 0.340s 0.091 0.340 0.340 0.095 0 580 0.0991 0.390 0.026 0.0-50--- 0.89 n _ ne ne_ a a a a s 1 .38 2.67 9 55 2.56 9.55 9.55 2.67 2.56 3.62 1.64 1894 0 0 0 0 0 0 6 0 0 0 0 0 24 9 0 5m- 0 0 0 0 0 0 50 0 0 0 0 0 127 0 0 0 0 0 139 0 0 10C•v 1213.Osw 2A-2ov 2A-2ov -- _ _ 13A-7_Socs -. 12C-Osw 2A-2ov 281 3569 35:69 1_64 104 0 15 0 89 0 0 0 226 0 143 0 50 0 0 2.81 12.78 95 15 80 11 203 143 223 1.92 0 0 0 0 0 0 0 0 0 0-- 0 0 0----0 0 0 0 0 0 0 0 0 0 ZO 8 0 0 0 0 0 0 0 0 0 0 0 0 39 4 0 Vjl G 13A-7 Sots 2A-2_ov 12C-Osw - - 2A -20v 2B -21v 13A-7.5ocs 2A•2omd 2A-2ov0.340 12C-Osw 11 DO 166_38ad_ 20P-191--- - 22A-1pl - - s- s w w w w w w--9.55, n- 9.55 2.67 9.55 1.64 13.88 0 0 0 0 0 0-0-- C r --(i R - I --D 2.56 9.55 9.55 2 67 16.30 9.55 2.56 10.96 0.73 1.40 27.79 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0-- 0 0-- 0 0 164 1838 35.69 1.72 11.88 1.40 0.70 0.00 6 0 0 0 0 121 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0---0 0 0 0 0 0 0 0---0- 0 28 6 0 0-- 0 U- 0 C F F - 121 88 1.69 0 28 6t, 0 1 0-,-0-- 1 O 0 6 c) AED excursion 71 10 Envelope loss/gain 805 1298 155 172 12 a) Infiltration b) Room ventilation 447 0 144 0 112 0 36 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Imes 6 to 13) 1253 1442 267 208 14 15 Less external load Less transfer Redslnbution Subtotal Duct loads 23% 281/0 0 0 0 1253 292 0 0 0 1442 406 239/6 281/6 0 0 0 267 62 0 0 0 208 58 Total room load Air required (ctm) 1544 84 1848 82 329 18 266 12 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wr ghtso>Ft- 2018 -Mar -1609:55 17 4G A - Right-SuileO Universal 2018 18.0 10 RSU24011 Page 8 rookCaplivaAGLE\Lol22OThornbrookCaplivaAGLE.rup Calc . MJ8 House faces E 1 DEL -AIR Right -JO Worksheet WATM'°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: Lot 220ThornbrookCaptivaA... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Blh 3 18.5 11 9.0 It heat/cool 6.5 x 12.0 It 78 0 Itz Ty Construction number U -value Bluh/112-9F) Or HTM BI 112) Area (Its or perimeter (11) Load Bluh) Area or perimeter Load Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 y/ C 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 2.81 9.55 12.40 108 0 108 0 276 0 304 0 YVj/ G 13A-7.5ocs 2A-2ov 0.095 0.340 n n 2.67 1.64 9.55 12.40 0 0 0 0 0 0 0 0 11 W 16A-19ad 0.049 n 1.38 3.62 0 0 0 Vj1 G 13A-7.5ocs 10C -v 0.095 034 ne ne 2.67 1.64 9_55 18_94 0 0 0 0 0 0 0 0 i12C-0sw 2A-2ov 24_21LX 13A_7.5ocs 12C-Osw 2A-2ov 0 091 0.340 0.340 0_(:95 a a e a 2.56 2.81 9.55 35.69 9_55 3569 2_67 1.64 59 8 0 0 0 51 0 O 0 0 0 129 76 0 0 0 0 142 286 0--- 0 0 0 WW Y C 0.091 0.340 s s 2.56 2.81 9.55 12.78 V/ G 13A-7.5ocs 2A-2ov 0.095 0.340 s s 2.67 1.64 9.55 1388 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 w w w 2.56 2.81 9.55 35.69 9.55 35.69 0 0 0 0 0 0 0 0 0 0 0 0 y/ I -C G 13A-7.5ocs 2A-2omd 2A-2ov 0 095 0 580 0.340 w w w 2.67 1.64 16.30 18.38 9.55 35.69 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-0sw 11DO 0.091 0.390 n 2.56 1.72 10.96 11.88 0 0 0 0 0 0 0 0_____ C 16B-38ad 0.026 0.73 1.40 78 78 57 109 F 20P-191 0.050 1.40 0.70 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 6 c) AED excursion 4 Envelope loss/gain 539 836 12 a) Inliltrauon b) Room ventilation 376 0 121 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 915 957 14 15 Less external load Less Iransler Redistribution Subtotal Duct bads 239% 28% 0 0 0 915 213 0 0 0 957 269 Total room load Air required (clm) 1128 61 1226 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFrtsoPt- 2018 -Mar -1609:55.17 Righl-Su4e® Universal 2018 18.0.10 RSU24011 Page 9 rookCaplivaAGLE%Lol22OThornbrookCaplrvaAGLE rup Calc = MJ8 House laces E 1 DEL -AIR Duct System Summary Job: Lot2201rhornbrookCapti... ttran tc • ew corttlrno mto Date: June 14,2014 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 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 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Fig.Egv Ln (ft) Trunk Bdrm 2 c 3136 98 139 0.292 7.0 Ox 0 VIFx 12.2 70.0 Peak AVF Bdrm 3 h 1544 84 82 0.259 6.0 Ox 0 VIFx 22.8 70.0 620 Bdrm 3 Wic h 329 18 12 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 h 556 30 22 0.316 4.0 Ox 0 VIFx 5.9 70.0 Bih 3 h 1128 61 54 0.295 5.0 Ox 0 VIFx 11.3 70.0 Dining h 1834 100 77 0.181 6.0 Ox 0 VIFx 42.3 90.0 SO Family/Great rm h 3342 181 177 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 Kitchen c 1601 64 71 0.183 6.0 Ox 0 VIFx 41.0 90.0 sit Laundry c 708 26 31 0.191 4.0 Ox 0 VIFx 35.6 90.0 st1 Loll h 1947 106 93 0.272 6.0 Ox 0 VIFx 18.4 70.0 M.Blh h 847 46 11 0.180 5.0 Ox 0 VIFx 43.1 90.0 Sit M.Wc 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 SO Master bdrm c 3860 148 171 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below c 4137 124 183 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 997 54 17 0.193 5.0 Ox 0 VIFx 34.4 90.0 SO wrightsoft- 2018 -Mar -16 09:55:18 1, .-•+ , . ._, Right-SuileO Universal 2018 18 0.10 RSU240t1 ACCA Page t rookCaplivaAGLE\Lo1220ThornbrookCaplivaAGLE.rup Calc n MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk s12 Peak AVF 330 348 0.139 639 10.0 0 x 0 VinlFlx SO SO Peak AVF 620 555 0.139 580 14.0 0 x 0 VinlFlx wrightsoft- 2018 -Mar -16 09:55:18 1, .-•+ , . ._, Right-SuileO Universal 2018 18 0.10 RSU240t1 ACCA Page t rookCaplivaAGLE\Lo1220ThornbrookCaplivaAGLE.rup Calc n MJ8 House laces E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1140 1140 0 0 0 0 Ox 0 VIFx wrightsoR^ 2018 -Mar -16 09 55.18 Al A .., »• . ti. Right -Suite® Universal 2018 18 0.10 RSU24011 Page 2 ICICrookCaptivaAGLEXLol220ThornbrookCaptivaAGLE.rup Calc . MJ8 House laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot220ThornbrookCaptivaAGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Owner- Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the lop side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids between fire sorinkler cover plates and walls or ce"linn a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 3/16/2018 9:49 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) D If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v6.0 3/16/2018 9:49:29 AM 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: Lot220ThornbrookCaptivaAGLE Builder Name: Taylor Morrison Street, Permit Office: City, State, Zip. FL, Permit Number: Design Location- FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.tt. Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa Pa Pa cfm cfm2 3 cfm 4 Pa cfm 5 Pa Pa cfm 6 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, backdrafl and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, shall be open; 4 Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O -THE S7,g7, Q a O COD wv 3/16/2018 9.50 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity 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 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity 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)(1), (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 lest 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-filting 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rale of no more than 0.3 cfm per square foot (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or 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. 3/16/2018 9:49 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0 944 Us) when tested in accordance with ASTM E283 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. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heat pump compressor can meet the heating load. R403.3.2 Seating (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 lightness 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 Incensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airnow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the lest. Postconslruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure Registers shall be taped or otherwise sealed during the test Exceptions: 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 heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 3/16/2018 9.49 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral 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 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature setting range shall be from 100°F to 140'F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -healing 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 healing 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 (it split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302 1 This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement healing and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/wall Any In-line fan Any 2.8 cfm/wall Any Bathroom, utility room 10 1 4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For SI 1 cfm = 28.3 L/min a. When tested in accordance with HVI Standard 916 3/16/2018 9.49 AM EnergyGauge® USA - FlaRes2017 - FBC 61h 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. Heal pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1 15 times greater than the design cooling load even if the design heating load is 1.15 limes 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 healing 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 healer, or external to and within 3 feet (914 mm) of the healer. Operation of such switch shall not change the setting of the healer thermostat. Such switches shall be in addition to a circuit breaker for the power to the healer. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for healers and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for healers manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 2156 Pool healers fired by natural or LP gas shall not have continuously burning pilot lights 3/16/2018 9:49 AM 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 verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryhe 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. 3/16/2018 9.49 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 WINOOW W107HS aL m M61aRf ci s" W11 Pp 5W*ONTAUnWx1i, rOV4CM $1810Ns 1691 W "m 1R."FOR snu 0 W 196E 4WfilCA5&V- O LAW 141 It eRR.N mN aq.uar..no. greQ.ueTOaN duct F or wall Fon 696RNB Must have o Nninun Clearance of 4 Inches around the air handler per the State 42'x42' A/C Slab By Builder Min. 2 fro. Voll 4,c+•• Ita P40 mgewa QIN qW code. 411 duct has on r-6 Insulation value. 3' bath duct to wall cap w/fan Nutone 696RNB 4'dryer duct to WI CAP roryer vent box U I.q NL qn4 qn0uro+uw w rav gn1 OY NNge1e 3' bath duct to wall cap w/fan Nutone 696RNB z 0 CC W v Y 0 0 0 (U j ami v 0 r Z Q 0 Q¢lU2 3S I—UfUI— zO } a N m Lu > z O z O W 3 D J O 7 Q a MCL JNOO Aid 3' WASTE STACK FROMRNO FLOOR TiR9 WA'nRG TOW W FLOOR i' 3 • 1 F 440 bw sLAAVel KITCHEN i - y- i .. 4'... i _•, 1 1 [ w MASTER i.. 163• (• • .. D _.. f !! _ ! .'.. i _ BATF{ W.Iva m 3" i ... . LSV „ I i f i I POWDER BATH TAYLOR MORRISON HOMES THORNBROOKE S.F: LOT 220 HOUSE TYPE: CAPTIVA WITH OPTIONS: i ADD LAV BATH 3 : SHW ILO TUB BATH 2... — i . ! • - i ! ° 1ST FLOOR TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 220 HOUSE TYPE: CAPTIVA 1. i .t. WITH OPTIONS: ADD LAV BATH 3 i SHW ILO TUB BATH 2 2ND FLOOR f : - : - •4 -- ' :.... i i.. y f .. _. ` .: N t •t BATH 2 ' '• . i .. . .; .raw• • , 11l__ Lv BATH 3 : 3° WASn STAC!( PROM 2N ' ? ' D FLOOR 1 . TERMQVA'nNG TO THE 1ST FLOOR DESCRIPTION AS FURNISHED: Lot 220, 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 COPY FLORIDA LAND & COLONIZATION COMPANY LIMITRD W BEARDALLS MAP OF ST JOSEPH PLAT BOOK 1, PAGE 114 J S 00012'21 " E 40.00' a IC' LANDSCAPE, FE4CE & WALL ESMT '?4 °J V 26.?3' — — 26.23' — — — LOT 220 ??. 7 t `, W a` ek% dao G a 5.00' 16.0 O Q LANAI 3 AC O C 5.00' 5.00' 30.0' hC° PROPOSED RESIDENCE c rZ MODEL. CAP77VA-A K GA2CAR RAGE LEFT "7 LOT 219 o LOT 221 Ito '~ e 5.0' ENTRY q1 s.00' h 5.00' YH o; y 21.3' 3 5.00' 16' DRIVE 25.20 10' UTIL ESM v N 00J466• W 148.76' f-oPC 5' WALK 3' ON LOT AREA CALCULATIONS.' FLARES LOT - 4,777 50.FT LIVING = 1,157 sai,7, e.s.)N 00°14'55""W GARAGE = 451 so.q. ENTRY = 74 SOFT 40.00' LANAI 128 SOFT• BREEZEWAY- N/A SO.FT. DRIVEWAY = 403 SCIXT. RED ROSE LANE AICWALKWAYPAD = 12 SCI.!* r. WALKWAY = 75 50.F7. 50' R/W) TRACT I (UTIL & ACCESS R/W) IMPERVIOUS = 2, t x 2,300 SOFT. 009 OT AREA CALCULATON d?0Q R/W = 440 SU.F(. QQ` PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 114 S.FT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK = 200 SOFT. V PROPOSED DRAINAGE FLOW FRONT 25' (NOT A SURVEY) SOD = 136 SO. FT LOT GRADING TYPE A REAR 15' PROPOSED INFORMATION SHOWN AREA - 5.217 SO.F,. PROPOSED F.F. PER PLANS - 23.3' ++ SIDE CORNER a 10' SIDE 5-0' BASED ON SUPPLrEO PLAN DRIVEWAY - 5 t 7 50., 7 PROPOSED GRADE PER CONSTRUCTION PLAN ++ ANDNT( INSTRUCTIONS PER SIDEWALK - 2, 6 SO. FT CLIENTIOR( NOT FIELD VERIFIED SOD 61 50 FT CR USEXffEYER -SCOTT & A SSOC. , INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 v . PLAT Pal. • POINT ON LINE NOTES.` i • FIELD TY. • TYPICAL ID. • IRON PIPE Pat. • POINT OF RCVOISE CURVATURE 1. SNE IINDERSIOHED DOLS XFINEBY CERTIFY MAT IMS SURVEY MEETS WE STANOAROS OF PRACTICE SET FORTH BY THE FLORQ4 SON" OF IA IRDN ROD tt. • POINT OF CO pUND CURVATURE WtOFESMINV. SRNEfORS AND MAPPERS AN GIAPTEII IJ,I-17 FE.OIDDA ADW7H157RA7NE CODE PURSUANT ro SECTION 172.027, RORIDA $TA1UE$ CR • CONCRETE NDAINENT RAO • RADIAL 2. IRUlFS$ [YB0.SSED W/IN SURVEYOR'S SIOH4IURE AND ORICPK RAISED SEAL. THIS SURVEY YAP CUP COPIES ARE NOT VAUP. SCT UI. • 1/Y IR /ALD 4596 NR. NON -RADIAL J. THIS SURVEY WAS PRERARED FROM M E INFORMATION FURNISHED TO ME SURVCMOR. MERE MAY BE OMCR RESTRICTIONSRCC. RECOVERED V.P. • VITNESS POINT OR E4SEMOOS MAT AFFECT THIS PROPew.. PILL POINT OF DEGOINING CALC. • CALCULATED PIC. POINT OF CO 004CCHEN7 RR PERNNANCHT REMCHHCE IOMNEM 1. NO UNDERGROUND IIIPROVEL[NIS HNVE RUN LOCATED UNLESS OM(AWKE SHOWN. I CENTCRLIHE Ff. • FINISHED FLOOR ELEVATION 0. THIS VESSURY IS PREPARED FOR ME SOLE BENEFIT OF THOSE CERTIFED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER [NniY. HLD . NAIL DISK DSL • DURDING SETDACK LINE 0. DIMENSIONS SHOWN FDR ME LOCATION 0! IMPROYOXMIS HEREON SHOULD NOT BE USED M RECONSTRUCT BOUNDARY LINES R/W RIGNT-OF-VAY DR • DENCMIARK 7. BEARINGS. ARE 84M ASSUMED DATUM AND ON ME LANE SHOWN AS BATE BERING (&&) DRAIN. • DRAINAGECd LL •MSC DEARUO 0. ELEVATION& IF SHOWN. ARE BASED ON NATIONAL BE00E7HC DATUM OF 1929. UNLESS OMCRWbE NOTED. ARIL • UTILITY D. COUVICA E OF AI MORIZATION No. 4590. CL,i . • CHAINLW FENCE VDFC. VOOD FENCE BRAWN By.. ... C/D CONCRETE DLOCK SCALE P.C. • POINT OF CURVATURE DATE ORDER No. P.T. • POINT OF TANGENCY CERnnED BY: — DESC. DESSCRS TION PLOT PLAN 03-13-18 1501-18 L . ARC LCNGTN D • DELTA C • CHORD LL CHORD GEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WRHIN aoR NTHEESTABLISHED100YEARFLOODPiANEASPERi7RM•USEN EVER, / 4714 ZONE X. MAP / 12117C 00.55 F. SCO R.LS / 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 7NFOR1 . F STRADAN NEC 2011/FBC 107 SANFO. 1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: QAETJVA 6500 5040 BUILDER TAYLOR MORRISON 5280 10000 SUBDIVISON 6168 8000 5200 6888 8000 5200 VOLTIAMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 9416 3250 Includes Heal Pump and Heal Strips on together @100%. 3.5 1 Square feet Irving area 1 19891 3 volUam s 5967 Small Appliance Circuits 3 4500 Laundry Circum 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mnsc TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9027 LARGEST LOAD 9418 TOTAL LOAD 28 445 V.AJ SIZE RECOMMENDED I 150 SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER 150 NEC :1 32567 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 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 o0L o nr GI I%'E C 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 co 1 to ATTENTION! 1 a .n ooc +.m I y a— I ^- 1rw F.. 7, zf REFER TO f3 PACK FOR CONNECTION. O I C i 1 TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING RECORD CC OV%LD11V6 SANFORD F'OARTM 18-1569 Ti!' D 1 OR D ON A.F. fI 01 v 21.x. 11 W -r 7F . - Ae'-W - 11'-4' -; HANGER CHART dh - WU26 (SIMPSON) 1L = LU524 (SIMPSON) JL = LUS26 (SIMPSON) NNUS26-2 (SIMPSON) J L - HGU528-2 (SIMPSON) 1l = HHUS46 (SIMPSON) MU22 (SIMPSON) Total Truss Quantity = 164. + = PLUMBING DROP TMS IS A TRW FIACE1W PLAN. OS 9OF1lM TD AD IN THE NSIALLATION OF TRUSSES DKa1JM TRUSS DRANCS AND ARgUlEC1URN.5 SLFGM OE THIS DOW". STRONGDACKS REOUIRED-1 DUE TO DEFLECTION DIFFERENTIAL SEE STRONGBACK LETTER IN ENG. PACK) Far NAXII" ETFEC1 94= DWAL eras 94MIM a APPLIED 10 1RW General Notes 1)Mpmw drd raw tiw mrrDA tib• Iw b 4 dnd PLdI ~V— to V— b be badbe q.. d1. % 2) AA b 1. L 1 N6L ri...o1.i. r1.L 5) AI b- *aft b N• OIL ofto df.dr r" 4) N T1 F A. 611x. 80--m F•~md 1i=4 d.I be pb=d d . ffa* . Vw 15' OC. r M p1 b b. p wd. wind bbd --A ire 0mood so r.1l.a ft r Ww b ec" way .00-d W-4 d.hk ROOF LOADING—SCHEDULE T CLLL 20 PSF BOLL 17 SCDL 10 PSF TOTAL 47 PSF DURATION - 1.25 x NAND SPD/TYPE- 150 ENCLOSED BLDG EXPOSURE -C USACE - RESIDENTIAL CAT D NAND IMPORTANCE FACTOR- I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA PBC 2017 TPI 2014 Tau. mmlbe A awuccr. pbA R q1ed ra v—lo=le.m... r.me`fiom nwe.n wm. rd el.demp} Tb— ..®I.0 bm --.d MM.W 10. pd.mooennea. t.- &W M. b.d FLOOR LOADING SCHEDUL TCLL - 40 PSF TCDL - 10 PSF BCDL = 5 PSF TOTAL . 55 PSF All RFACMIS OYER 50WO AND UPLOS M 10001 ARE SIM ON DIGWMFUAG. WALL KEY 09.'4. 20•-0.1 OESCRIPIION oar. DATE M .r1 r N Yt 1.. a1 low OFSSCIwn0m oar. DATE ri ry mw ..r r vas. IN v .o s .oma CARPENTER K CONTRACTORS OF AMERICA 390D AVD" G N. V. WINTER IAVCN ILORIDA 33M PNDNE.(am 959-89% FA* (96W 294-2488 BUILDER TAYLOR moRR130N Hong PRO,ECT:THORNBROOK MODEL TB30-1989 CCA PRQ1/MODEL/ALT 9A6.9A7 / 19aMA.198TA / 02 ALT DESC 16'x8' COV. LANAI OTC : LOT : 220 BLOCK: DESIGNER PAGE A.S. 1TE 9/30/2016 A330048L 4 '=1 ILIA anvsm...u. Y..eI.LY.Y ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 198MA/198TA 02/ Lot: 22 0 Block: Unit: Address: JobNumber: N330048 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES INV V I IJ L I- A. I_ %I, . I. CJ I THIS OvG PREPARED FROM COMPUTER [INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS W. Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI -TPI 1.2002 but it Is a strongly recommended guideline by Carpenter Contractors of America it serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 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 have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENOS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MINiNMUM OF 2X6, AND SHALL BE ATTACHED WITH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAiLS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer The nailing requirements shown are consistent with ANSi/TPI 1.2002 for strongback bridging. N.T.S -Not To Scale) 6osbog9ecBDBet81ds0e[6S618••6f688REPx1 E Ko- Oeslgn Crit: TPI-2002(STO)/F8C TVP. Wave C R7=1.00 1.25 10 0 7.31.11 Y:IFL -/I/-/E/-/- PLT •• VMNIIG•• nY{{If f[eVit[ ItnIN( C•ff If •.{tIG•TION, HANDLING. fNlrriR. IN{T•t[IN{ PRO f•CIn. REF R081. 48351urnreas (WELDING cal exur sum uro.N.nert, rvulf+eo fT "1 (1.05rc.n I+snrun. RIM TC LL PSF NetTN ue mar. {uln ne..uuYou..Vs. rola •No rrc• (Naoe nusf eou cu rxer . Nn u•. uoo I craw nc uNc. .0150.a. n fu ul IQ, wrtn rt•R lco rtlat re 04:04'.1.604:04'.1.6THIS' ru+R loxs. uxu F Q TC OL PSF DATE 07/28/09 MATTACHEDon+ n[ INDICATED•r[o TOP 4"d* SHALL "It rPROPERLATTACHED•.cATTACHEDafucruN•i r•Ncu AND wrraN crwuewfx c Or •TTN(0 {lilt G(IIIYi. S.• •"• 'IvQNSf•,fY BC DL PSF QRW HCUSa081 09209398 IM DRY ANT••IyINIfx • car• Of "IS Ot{IfN FIT THE IN{r•ll•TIOY CCNTf•CTef. In OCR. INC. SHALL 00 V u f(neuuu rc• •+r ef•aneN na rnf fjac.:ANY nowt n [m•e rxc nusf IN calawrcc HTN No.62ttJ 9 BC LL PSF HC -ERG OR/ORALPINEn11ar.alc.rin, w.euNf. W-1.6.4-.984-.9TRUSSES.I+nuu.e f .Nf v r.ues. OIf1iN <e ICUIi •ITN •MtIG•Il( npri{IONf OF N0{ (N•Tlewl 0(f140 {r{C. R •nnl .o TPI. IN jcf TO7. LU. PSF AR36CCN{Ref •[•i{I .({ w0[ Cr Ie/nllff• (Y,N/{s/t/ •{TN •ffl ft•Of 44/00 (N, felt. "C41. •rr[T l•TIf TO (Kx I•p OF TO U53 •N0. VIt,Iff OTNIf.I{( (eG•T(e ON nl7 Oplf. rolirn •cf OR" 1643 too. -I. STATE OF Nr lMfrIC TION e! rt•T({ fOtne(e fT IIF fY•il jt •(f •NN(r •t p rrll•1Ce1 f(G.l • i[•C e+ tY nwsl/NQb1p rOTPYNene. ol%up e. of.lu INolura •CtIrtlNCI M rf{rpflON•l UfINIItIw t(flwltlUUrT {Dula rof rx[ T-146sf eoYreNIlj + T .`•:<ORTOr OUR. FAC . FROM ELirlaCiry, FL 33614 iuiiei•SHOWN. ociie+niii::ni :ice ip viI a au cavoetn FOR ANY wuma o rK usroxsuum or THE wee P FL COA YO 278 JU1 PAC i NG JRE F - 1TT0081_Z 18 wee P T' N 0 HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . 7 galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension Is•2V: or greater, at 100% of the table load. Specify HUC. HU is available with one header flange concealed when the W dimension is less than 2Y1i at 1DO% of the table load. For allowable loads on HU products not listed In the table request technical bulletin T HUHUCTTN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMAV and stainless steel available INSTALLATION: - These hangers are attached to grouted CMU walls using''/: x2°Y4' hex head Simpson Strong -Tie* Iden* screws or for concrete walls using 3'x1 V: hex head Then screws. Then screws are not provided. Drill the 15: diameler hole to the specified embedment depth plus IN. Alternatively, drill the Vie diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. The hangers should -be installed such that a minimum end and edge distance of I IN is maintained. Provide moisture barrier between beam and wall per jurisdictional requiremerrts. CODES: See page 13 for Code Reference Key Chart. SIMPSON Strong -Tie HUC410 jjji mese prvducls are available wire additional corrosion protection. Additional products on this page may also be available with D* option, check with Simpson Simrip-Tee for details. Model No. HU26 W 116 Dimensions H 3M, 13 2% CMU 4-Y4x2Y Titen Fasteners Concrete 4-%X11: Then Joist 2.10dx134 Allowable Loads (OF/SP) Uplift Down 160) (100/115/125) 290 1.545 Code Rel. HU283 115. 5% 2Y4 6-Yx2YThen 6-'/.x1YTden 4-10dx1'h 575 2400 HU210 115. 71A 2% 8-Yx2Y Then 8-'/4x13 Titen 4-10dx1'f . 575 2400 HU46 alis 5%s 2% 12-'/.x %Then 12-3x1%Titen 6-10d 1085 3950 HU26-2 3% 5% 234 12-'/.x21: Titen 12-Yx1V4 Titen 6-10d 1085 3950 HU48 315# 6,Yss 2'h 14-1/40% Then 14-34xl%Tden 6-10d 1085 4350 170 HU28-2 3% 7 2% 14-34x %Then 14-Y4x1%Then 6•10d 1085 4350 HU410 3'Ss 8% 214 18-''/4x2Y4Then 18-Y4xl%Then 10.100 1810 5085 HU21D-2 3% 8'15s 2'k 18-Y Y.Then 18-Yx11:Tilen 1D -10d 1810 5085 HSUPJL26-2 31A 41%s 2%. 12 Yx2Y Titer 12 ''/.x1i: Titer 4-16dx2% 815 2625' I. Uplift loads have been increased for wind or earthquake loading with no fuller Increase is allowed. Reduce where other loads govem. 2. Minimum concrete strength fc shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 454 and achieve the same loads. 4. See page 159 for Then screw Information. Use stainless-steel Tften* screws and products In exposed applications. Tabulated loads apply to stainless-steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest uhimatO or fastener calculation values. 7. NAILS: 160x244 = 0.162' dia. x 2'W long, 10d = 0.148' dia. x 3' long, 10dxl% =•0.148- dia. x I W long. See page 22-23 for other nail sizes and Information. 11#' 6 HU410 Installed on Masonry Block Sidewall HUC410 Installed on Masonry Block End Wall HSUR/1.26-2 Installed on Masonry Block Sidewall 1111.. . ..............:.:.:..:..:.;., 11::11 •- 1111. ; ::.;: v 1111 • i ::::: i:•: `.:: '.:.....:... ::'•::: T. I E W W ZrX = LL W Alternate Allowable Loads (W Maximum Hanger Gap SIMPSON StroingTje Model MinNeel Dimensions FastenerskUP1111 SDS Fasleners DF/SP Allowable Loads DF/SP Allowable SPF/HF Allowable Loads No. eight W H B Carrying Carried Roedfe Floor Snow Root Wind Uplift Floor Snow Root Wind Code Ret. Snow Roof Wind Member Member(100) Member Member 115) 125) 160) 160) 100) 115) 125) 160) 125) 160) SINGLE 2x SIZES DOUBLE 2x SIZES HTU26' 3'h 131 575. 3l4 20-16d 11-10dx1'r4 670 2735 1 2735 1 2735 2735 575 1725 1725 1725 1725 HGU028-2-SDS3 HTU26(Min) 3% 131 575. 3'h 2D -16d 14-10dxl% 1175 2940 3100 3100 3100 1010 1955 1955 1955 1955 3%, NTU26(Max 5'% 131 9/. 374 2D.16d 2D-10dxl% 1215 2940 3340 3600 3760 1045 2370 2370 2370 2370HTU28 Minin TRIPLE 2x SIZES 3'X4 26-16d 14-10dxl% 1125 3770 3770 3770 3770 970 2825 2825 2825 2825 17 L17, HTU28(Max) 5165 1175 3630 3% 26-16d 26-10dx176 1920 3820 4340 4680 5015 1695 3285 3730 3765 3765 F22HTU210(Min) 6050 6605 6605 3% 32-16d 14-10dxl'% 1250 3600 3600 3600. 3600 1075 2700 2700 2700 2700 7015 HTU210 Max) 374 32-16d 32-10dxl% 3255 4705 5020 5020 5020 2800 3765 3765 3765 3765 HGU026 4 SDS6 12 634. 5%.14 12 '/.'x6' 4 '/.'x6' 2375 5040 DOUBLE Zx SIZES 5165 5165 1710 3630 3720 3720 3720 HTU26-2 (Min) 3'4 334. 57A 3% 20-16d 14-10d 1515 2940 3340 3500 3500 1305 2205 2205 2205 2205 HGU0210-4-SDS6 HTU26-2 Max 5% 334. 1 5?As 3% 20-16d 20-10d 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205HTU28-2 Min 3% 334. 714. 3'/. 26-16d 14-10d 1490 3820 3980 3980 3980 1280 2985 2985 2985 2985 11, HTU28-2 (Max 7Y. 334. 71111 374 26-16d 26-10d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17, HTU210 2 Min 37rS 33411 914. 314 32-16d 14-10d 1755 4255 4255 4255 4255 1510 3190 3190 3190 3190 F22 HTU210-2(Max) 9Y 33411 91411 3% 32-16d 32-10d 3855 4705 5345 5760 1 6470 1 3315 1 4045 1 45954855 4855 HGUO hangers provide similar capacities as HGUS double shear hangers, but they use Simpson Strong -T& Strong -Drive° SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized ' INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length: jForapplicationswherethelengthofthesuppliedscrewsexceedsthethicknessofthe supporting girder, 3' or 4'fi' screws may be substituted for the longer length screws with no load reduction, or a shim block may used as approved by the Designer. OPTIONS: These hangers cannot be modified. CODES: See page 13 for Code Reference Key Chart. 1111• HGUQ26-2 4 _• H Model Dimensions SDS Fasleners DF/SP Allowable Loads SPFMF Allowable Loads No. Ga RoedfeWHBCarryingCarriedUplift' Floor Snow Roof Wind Uplift' Floor Snow Roof WindMemberMember160) 100) 115) 125) 160) ism 100) 115) 125) 160) DOUBLE 2x SIZES HGU026-2-SDS3 12 335. 9h. 4 12) Y.k3' 4)'/.•x3' 1635 1 5040 1 5565 5565 5565 1 1175 1 3630 I 4005 I 4005 4005HGU028-2-SDS3 12 33411 714. 4 20)'/.'x3 x3' 2565 1 7330 7330 7330 7330 1845 1 5280 5280 5280 5280 F22HGU0210-2-SDS3 12 3%, 934.4 28 '/11'x3' 8)'/.'x3' 3440 1 7415 7415 7415 7415 2475 5340 5340 5340 5340 TRIPLE 2x SIZES HGU026-3-SDS4.5 12 4' 34MMI. 4 (12)'/.7c4'h' 4 ''/11'x4%' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGUQ28-3-SDS4.5 12 4'344 20 '/.'x414' 6 '/.-x4%- 2565 8400 9175 9175 9175 1845 6050 6605 6605 6605 F22NGU0210-3-SDS4.5 12 4'344 (28) 7.'x414' (8)Y.'x4'h' 3440 9745 9745 9745 9745 2475 7015 7015 7015 7015 QUADRUPLE 2s SIZES HGU026 4 SDS6 12 634. 5%.14 12 '/.'x6' 4 '/.'x6' 2375 5040 5165 5165 5165 1710 3630 3720 3720 3720HGU028-4-SDS6 12 6lSr 73411 4 20)'/'x6' 6)'/11'x6' 4020 8400 8860 8860 8860 2890 6050 6380 631 6380 F22HGU0210-4-SDS6 12 614. 934.4 28)'/:x6' 8)'/.'x6' 4170 10260 10260 10260 10260 3000 7385 7385 1 731 17385 4x SIZES ' HGU046-SDS3 12 3% 4% 4 12)'/.)Li'(4)X3' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU048SDS3123316K420) %'x3'3' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22HGU0410-SDS3 12 331 I 1.1M L..w_ 11_11- I --- -------_ 8% 4 28) 1..'x3'3' 3440 7415 7415 7415 7415 1 2475 1 5340 1 5340 1 5340 1 5340 hither increase _allowed. ___.....-Redu. e--- e ..-,where othe"r'e", 1111. r w. lo"' 4' a "'u" -111 11Vv c 2. Wind (160) is a download rating. ads govern. 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSI/TPI 1.2007 Simpson Slrong-Tie` Connector Selector'" Soltware includes the evaluation of cross -gram tension in its hanger allowable loads. For additional information, contact Simpson Slrong-Tie 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through metal imus plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling requiredthroughtheplateusingamadmumof %,bR). 1 a. aub screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of f' Into the last buss po may also be used to transfer the load through all the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be required to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. 6. The supporting girder thus must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3' or 414' long SDS screws may be substlMed for the longer SDS screws with no load reduction. 7. For Installations to LSI, use the DFiSP table loads. 137 I ;;..... .......... , ...-..... .. a :t f Plated.TrrissConnectors %,- - ; 7----'. IN The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights,' so that full allowable loads (with minimum nailing) appy to heel heights as low as W. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to W max. to allow for greater construction tolerances (maximum gap /or standard allowable loads is r/b' per ASTM D1761 and D7147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See altemate installation for applications using the HTU26 on a 20 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart Standard Allowable Loads 0/: Maximum Hanger Gap) HTU26 Min. Had Height Per Table W max gap between end of truss and carrying member HTU Installation for Standard Allowable Loads for W maximum gap, use Alternate Allowable Loads.) SIMPSON Strong -Tie Alternate Installation - HTU28 installed on 2x6 carrying member H U210 similar) Model No. Min, Heel Height Dimensions Fasteners 3. Uplift has been increased for wind or earthquake loading with no further increase DF/SP Allowable Loads allowed: reduce where other loads govem. 2x carrying members, use N10 (10dxl %l nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of SPF/HF Allowable Loads the table load. 8. NAILS: 116d - 0.162' dia. x 3'h' long,10d = 0.148' dia. x 3' long, 10&1 S = Code W H B CarryingMember Canned Member Uplift 160) Floor 100 Snow 115) tool 125) Wind 160) Uplift 160) Floor 100) Snow 115) Root 125) Wind 150) Rel. In. Member Member Member 160)- 100) 115) SINGLE 2x SIZES 160) 160) 100) 115) 1001 125) 150) HTU26 (Min) HTU26 3'A 1% 5% 314 20-16d 1140dxlh 730 2940 3045 3045 3045 630 1920 1 1920 1920 1920 2-2x4 HTU26 (Min) 37A 1% 57A. 3% 20-16d 14-10dx1% 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 26-10dx1'h HTU26 (Max) 5'h 1% 57As 3'h 20-16d 20-10dx1'h 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17, HTU28 (Min) 3% 1% 7'/N 3'A 26-16d 14-10dxl h 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 Max 7'/. 138 7'A* 3'h 26-16d 26-10dx1'A 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210 (Min) 3'A 1% 9'h. 314 3216d 14-10dx1'A 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210 (Max) 9'/. 1% 9'A. 314 32-16d 32-10dx1'A 3315 4705 5345 5760 5995 2850 4045 4595 4955 1 5155 r DOUBLE 2x SIZES HTU26-2(Min) 3'h 335. 57As 314 20-16d 14-10d 1515 2940 1 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2(Max) 5'h 334• 57% 3% 20-16d 20-10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 17, Min) 3% 334. 7Y» 3% 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 HTU28-2 Max 7Y• Vis 7'h. 3'h 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 d3855HTU28-2 F22F22HTU210-2(Min) 3'h 3%, 9'A. 3'h 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 HTU210-2(Max) 9Y. 3% 9'A. 314 32-16d 32-10d 4110 4705 5345 5760 7200 3535 4045 4595 4955 1. The maximum hanger gap Is measured between the Joist (or fnrss) and and ANSI/TPI 1-2007. Simpson Strong-im" connector seieciov- bmnvare mciuoe5 the evaluation of cross -grain tension in its hanger allowable loads. For additionalthecarryingmember. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. information, contact Simpson Strong -Tie. 3. Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2 -ply 2x carrying member. For single allowed: reduce where other loads govem. 2x carrying members, use N10 (10dxl %l nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of4. Wind (160) is a download rating. 5. For hanger gaps between IN and W use -the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with the table load. 8. NAILS: 116d - 0.162' dia. x 3'h' long,10d = 0.148' dia. x 3' long, 10&1 S = Code 0.148' dia. x 1'A' long. See page 22-23 for other nail sizes and Information. Alternate Installation Table for 20 and 2x6 Carrying Member Carrying 1. See table above for dimensions and additional footnotes. 4. NAILS: 15d . 0.167 dia. x 3h- long, ludxl H = u.14a oiax r w long. r 1 2. Maximum hanger gap for the alternate Installation Is 14. See page 22-23 for other nag saes and information. t r 136 3. Wind (160) Is a download rating. Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel Height Carrying Carrying Carried uplift Floor Snow Roof Wind Uplift Floor Snow Wind Rel. In. Member Member Member 160)- 100) 115) 125) 160) 160) 100) 115) 1001 125) 150) HTU26 (Min) 3% 2-2x4 10-16d I 14-10dxl% 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26 (Max) 5'A 2-2x4 10-16d 20-10dx1'h 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, HTU28 (Max) 1 7% 2-2x6 20-16d 26-10dx1'h 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22F22 HTU210 (Max) 1 9Y. 2-2x6 20-16d 32-10dxl'h 2760 2940 3340 3600 3905 2375 1 2530 2870 3095 3360 1. See table above for dimensions and additional footnotes. 4. NAILS: 15d . 0.167 dia. x 3h- long, ludxl H = u.14a oiax r w long. r 1 2. Maximum hanger gap for the alternate Installation Is 14. See page 22-23 for other nag saes and information. t r 136 3. Wind (160) Is a download rating. Plafed;Truss;Conlaecfors- ' ' '%" - - _ FACE [110INT HANGERS 1 7hese products are arathwe PJM addiional corrasion protection. Additional products on TDese roducfs are • l Mis page may also be avalkbk wo Mis option, check wlM Simpson Strong Tk for debi/s. , Sn seproproducts ar approve for installation wlM Me Strong -Drive SDpage27formominformation. Min. FDimenslons Fastenersim, DF)SP AillS) Loads SPF/HF Allowable Loads I . Model Heel GaNo. Height Catrying Carried Uloor Roof Wind U lilt' Floor Snow Rool Wlnd Code gMember Member (0o) (125) (160) (160) "rim 115 Rel 4: LL I 135 a 125) (160) DOUBLE 2z SIZES LUS24-2 2% 18 3% 31f 2 4-16d 2-16d-440 800 910 985 1250 380 680 780 845 1070LUS26-2 456 18 3% 43/. 2 4-16d 4-16d 1155 17, F6,L17103011801280162510008801010HHUS26244614334. S)f 3 14-16d 6-16d 1550 1090 1385 2785 3155 3405 4265 1335 2390 2710HGUS26-2 455. 12 315. 53. 4 20.16d 8-16d 2155 2925 3665 17, L17, F234355487552305575185537504200LUS2824551834f7261644.16d 1165 4500 4795 1315 1500 1625 2060 1000 '1125HHU528-2 6l4. 14 346 7% 3 22-16d 8-16d 2000 1285 1390 1765 4210 4770 5140 6440 1720 17, F6,117 HGUS28-2 655. 12 346 736 4 36.16d 12-16d 3235 3615 4095 4415 5375 7460 7460 7460 7460 2785 6415LUS21026%. 18 3% 9 2 8.16d 6-16d 1745 6415 6415 6415 17,L17,F23 1830 2090 2265 HHUS210-2 8% 14 335 8% 3 30 164 10-16d 2870 1500 1565 1785 1935 2455 17, F6, L17 HGUS210 2 855.12 336 936 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 4 46-16d 16-164 1 4095 9100 9100 .9100 9100 1 3525 17465 7730 7825 7825 U. L17 F23 TRIPLE 2z SIZES NGUS26-3 4% 12 4%e 5!6 4 20-16d 8-16d 21554355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 6'56 12 4'44. 7'/. 4 36-16d 12-16d 3235 7460 7460 -A- 7460 2785 6415 6415 6415 6415HGUS210-3 aWe 12 4'449 9'/. 4 46-16d 16-16d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825HGUS212-3 10% 12 4'44. 1035 4 56-164 20-164 5045 17, L17, F23 9600 9600 9600 9600 4335 8255 8255HGUS214-3 12% 12 4'46 12Y, 4 66 164 22-15d 5515 8255 8255 10100 110100 10100 10100 4745 8685 8685 8685 8685 QUADRUPLE 2x SIZES HGUS26-4 5% 12 654. 5334. 4 20-164 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS2847% 12 SM. 736 4 36164 12-164 3235 7460 7460 7460 7460 2785 6415 6415 6415NibUS21049% 12 654. Ve 4 46-16d 16-16d 4095 6415 9100 9100 9100 9100 3525 7825 7825 7825 7825HGUS212-4 1046 12 655. 10% 4 56-16d 20-16d 5045 17,L17,F23 9600 9600 9600 9600 4335 8255 8255HGUS214-4 12% 12 654. 12% 4 66.16d 22-16d 5515 8255 8255 10100 10100 10100 10100 4745 8685 8685 8685 8685 4x SIZES LUS46 4% 1181354.1 Am I2 4-164 T 4-164 HGUS46 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L174334. 12 3% 434D 4 20 164 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 47951.1US46 43;. 14 33f 534. 3 14-16d 6-16d LUS48 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17, L17, F23 4% 18 316 635 2 6-16d 4-16d HUS48 1165 1315 1500 1625 2060 1000 1125 1285 1390 17656% 14 3543 7 2 6-16d 6-16d NHUS48 1550. 1595 1815 1960 2470 1550 1365 1555 1680 2115 I7, F6,L17 61h 14 3% 7% 3 22-16d 8-16d HGUS48 2000 4215 4770 5150 6440 1720 3615 4095 4415 5535635. 12 3% 734. 4 36164 12-16d LUS410 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 6'/. 18 356 BY 2 8 164 6 164 HHUS410 1745 1830 2090 2265 2870 1500 1565 1785 1935 24558% 14 3% 9 3 30 16d 10-16d 3745 I% F6,L17 . 5640 6385 6890 7165 3440 4835 5480 5910HGUS410Ve123% 9/,6 4 46 16d 16-16d 4095 6165 9100 9100 9100 9100 3525 7825 7825 7825HGUS412103343123% ION 4 56-16d 20.164 5045 7825 17,L1T,F23 9600 9600 9600 9600 4335HGUS414119i3123% 12353 4 66-164 22-164 8255 8255 8255 8255 5515 10100 10100 10100 10100 4745 I7,L178685868586858685 1- Uplift loads have been increased 60% for wind or earthquake loadingIncreaseallowed. For normal loading with no further ANSI/7P1 1.2007. Simpson Strong -Ties Connector Selector," Software includesapplicationssuchascantilever refer to Simpson Strong-Tre• Connector Selectorsothvare construction • the evaluation of cross -grain tension In Its hanger allowable loads. For additionalorconservativelydividethe16upliftload1.6. information, contact Simpson Strong -Tie 2. end (160) is a download rating. to S. Loads shown are based on minimum of 2- 2x member. With 3x carrying 3. Minimum heel height shown is required to achieve tug table loads. hhnnomembers, use 16dx214' nails into the header fall commons into the oastForlessthanloadreduction. With single 2x carrying members, use I (I W nails Into the headerminimumheelheight, see technical bulletin T•REOHEEL (see page 232 for debits). 4. Truss chord cross -grain tension may limit allowable loads in and 10d commons Into the joist, and reduce the load to 0.64 of the table value. accordance with 6. NAILS: 16d = 0.162• db. x 354' long. See page 22-23 for other nail sus and Information. 4: LL I 135 a SIMPSON LUS/MUS/HUS/HHUS/HGUS/HUSC Double SliearJoisl Hangers StsongTie fiAfp This product /s preferable to similar connectors besause of a) easier installation, b) higher loads, c) lower Installed cost, Y or a combination of these fealuros. All hangers in this series have double shear nailing —an Innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, taster installation, and the use of all common nails for the same connection. Double shear hangers range from the light rapacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAr coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (3'/.J and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. r •, Min. Heel Height c These products are available with additional corrosion protection. Additional products on this page may also be available with this option, f W H check with Simpson Strong -Tie for details. IlbPrThese Carried Member products are approved for installation witir the Strong Drive SD ModNo. SINGLE 2x SIZES Structural -Connector screw. See page 27 for more information. Model No. Min. Heel Height Ga Dimensions Fasteners W H 8 CarryingMember Carried Member Code ModNo. SINGLE 2x SIZES Floor Snow LUS24 LUS26 2% 4'% 18 115s 1Y6 3% 4l: 13'• 13: 4-10d 4-10d 2-10d 4-10d MUS26 4% 18 Ilia 515. 2 610d 6-10d HUS26 434. 16 1% 5% i i 14-16d HGUS26 415. 12 Ilii ill a', l 5% Fi 8-16d LUS28 jl•, 18 II! 1% 6-10d 4-10d MUS28 631. 18 114. 6°K. 2 8-10d 134 HUS28 Model No. Min. Heel Height Ga Dimensions Fasteners W H 8 CarryingMember Carried Member Code ModNo. SINGLE 2x SIZES Floor Snow LUS24 LUS26 2% 4'% 18 115s 1Y6 3% 4l: 13'• 13: 4-10d 4-10d 2-10d 4-10d MUS26 4% 18 Ilia 515. 2 610d 6-10d HUS26 434. 16 1% 5% 3 14-16d 6-46d HGUS26 415. 12 1% 5% 5 20.16d 8-16d LUS28 435. 18 A4. 6% 1% 6-10d 4-10d MUS28 631. 18 114. 6°K. 2 8-10d 8-10d HUS28 614 16 1% 7 3 22-16d 8-16d HGUS28 615. 12 134 7K 5 36-16d 12-16d LUS210 4% 18 114. 7 Y5. 13: 8-10d 4-10d HUS210 834 16 134 9 3 30-16d 10.16d 1. See table on page 135 for allowable loads. 1' for 2x1; 1141 for 4x)" OM r o B LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) 071*' MUS28 f c • s• HUS210 HUS26, HUS28, and HHUS similar) GJ6 6HGUS28-2 sl •: y HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) Typical HUS26 with Reduced Heel Height Double Double Shear Dome Double Shear Nailing Nailing Side View 111 4 Shear Side View (available on Nailing CDo not some models) 171 Top View %;r bend tab U.S. Patent 5,603,580 Nob:: For dimensions and fastener information, see table above. See table footnotes on page 135. OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code ModNo. Uplift' Floor Snow Roof Wind Uplift' Floor Snow Rool Wind Uplift' Floor Snow Root Wind Rel, 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) 160) 100) 115) 125) 150) SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17, F6, 01 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 1550 2720 3095 3335. 3335. 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 LUS28 1165 1100 1255 1 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 1 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17. F6, LT HUS28 2000 3965. 4120 4220 4335 2000 3790 3960 4070 4335 1720 2905 3035 3125 3435 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 7275 2595 4960 5160 5290 5745 L17 LUS210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 • 1415 1745 17, F6, Lt; HUS210 3000 4255 4445 4575 5020. 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 Nob:: For dimensions and fastener information, see table above. See table footnotes on page 135. l ... .. .... _ ...._.. i ngineered Wood 6.Sbrrc1drd1Compos#& Lumber Connectors ', `• :;: - , These products aro available with additional corrosion protection. Additional products on this page may also be a ailable with this option, check witir Simpson Strong -710 for details. 0 CODES: See page 13 for Code Reference Key Chart. JoisActual Size Size Model No. Ga Dimensions Fasteners Allowable Loads Code Ref. Min/ DF/SP Species Header SPF/HF Species Header W H B Max Face Joist now Root. 160).(100) (115) (125)(115) (125) Uplift12680 Floor Snow RootU2305260513: x 51 HU1.81/5 14 195. 5% 234 Min 1216d 410dx1 K 610 1785 2015 21651735 1865 19, L12, F8195. 5% 21 Max 16-16d 6-10dxl% 915 2380 2685 28902315 2490 1%x7% HU7 14 1'As 6'%s 2% Min 12-16d 4-10dxl% 610 1785 2015 21651735 1865 19, F8, L12 1"As 6"A. 21 Max 16-16d 8-1Ddx11 1515 2380 2685 28902315 2490 HUS1.81/10 16 1'Me 8% 3 - 30-16d 10-16d 3000 5135 5295 54005105 5195 19, F23 13: x 91 HU9 14 194. 994s 2% Min 18-16d 6-10dxl% 915 3020 3250605 2819, F8, L12194. 9%s 234 Max 24-16d 10-10dx1'h 1895 3570 4030 4335470 3735 HUC01.81/9-SDS 194s 9 3 - 8-SDS'/.k1 W 4 -SDS Y. -x13:' 1505 2000 2300 2500 1655 1800 19. F23HUS1.81/10 16 194. 8% 3 - 30-16d 10-16d 300D 5135 5295 5400 4705 5105 5195 1%x 11%-11% HU11 14 1% 111s 234 Min 22-16d 6-10dxl% 915 3275 3695 •3970 2820 3180 3425 19,L12,F81'Me 11'hs 2% Max 30-16d 10-10dxl% 1895 4465 4705 4810 3845 4340 4600 HUC01.81/11-SDS 196 11 3 - 10-SDS%'xl%' 4-SDS%'xl%' 1505 2500 2875 3125 1800 2070 2250 19,F23 l%x14 HUS1.81/10 16 196 8% 3 - 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 U14 195s 10% 2 - 14-16d 6-10dx11 1110 2015 2285 2465 1735 1965 2120 19, Fit, L12HU14 14 196 1394. 234 Min 28-16d 8-10dx1%' 1515 4165 4420 4505 3590 4050 4335 1% 13'%. 2% Max 36-16d 14-10dxl% 2015 5055 5275 15420 4615 5000 5130 HUC01.81/11-SDS 194s 11 3 - 1D -SDS Y: xi 9:' 4 -SDS Y.'x13S' 1505 2500 2875 3125 .1800 2070 2250 19.1`23 3%x7% HU48/HUC48 14 3% 6% 234 Min 10-16d 4-10d 760 1490 1660 1805 1280 1445 1555 19, L17, F63366962'h Max 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 HUS48 334. 696 2 - 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3% 4%s 4 - 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19,F23 HHUS48 14 3% 7% 3 - 22-16d B -16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 7%s 4 - I 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19, F23 3%x 1 91-91 I U410 16 394. 8% 2 - 14-16d 6-10d 1110 2015 2265 2465 1735 1965 2120 19, FB, L12 HUS410 14 3% 896 2 - 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 HU4101HUC410 A' 8% 2% Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 396 8% 234 Max 18-16d 10.10d 1895 •2680 3020 3250 2305 2605 2800 HHUS410 . 3%9 3 - 30-16d 1D -16d 3735 5635 6380 6880 4835 5480 5910 HUC0410-SDS 394. 9 3 - 12-SDS'/.'x234' 6-SDS'/.'x2K' 2510 4680 4955 4955 3370 3570 3570 19,F23HGUS48123% 7%s 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9%s 4 - 46-16d 16.16d 4095 9100 9100 9100 7825 7825 7825 31 x U410 16 395. 8% 2 - 14.16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19,1`11,02 HUS412 14 3%s 10% 2 - 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 HU4121HUC412 396 1036 234 Min 16-16d 6-10d 1135 2380 2685 2890 2050 2315 2490 396 We 2% Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 - 30-16d 1D -16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS 396 11 3 - 14 -SDS %'x21' 6-SOS'/.'x21' 2510 5460 5560 5560 3930 4000 4000 19 F23 HGUS48 12 1 3% 734s 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9'h. 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 3% 1034. 4 - I 56-16d 20-16d 5045 9600. 9600 9600 8255 8255 8255 3%x14 U414 16 3%s 10 2 - 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 19, F8, L12HU416/HUC416 14 3%" 13% 2% Min 20.16d 8-10d 1515 2975 3360 3610 2565 2895 3110 396 13% 21 Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 3% 9'/,6 3 - 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 - 46.16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19,F23HGUS4143% 12%s.-4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 3% 11 3 - 14 -SDS %'x2%' 6 -SDS %'x2%' 2510 5460 5560 5560 3930 4000 4000 HU416/HUC416 14' 13% 2'h Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 19,1`11.1.12395. 13% 234 Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 3Yix16 HGUS410 12 3% 9%s 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19,F23 HGUS412 3% 10%s 4 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 3% 12%s 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412 SDS 14 A. 11 3 - 14 -SDS %'x21' 6 -SDS '/. x21' 2510 5460 5560 5560 3930 4000 4000 r++ f C CL o C6 e i a o i a h ' i er 0 I 1. Uplift loads based on DF/SP lumber and have been Increased for wind or 4. MIN nailing quantity and load values -fill all round holes; earthquake loading with no further Increase allowed. Reduce where other loads MAX nailing quantity and load values -fill all mund and triangle holes. govem. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails 5. Hangers sorted In order of recommended selection for best overall and 0.72 x DF/SP-Uplift Load for products requiring screws. performance and installation value. 2 10d common3 or 16d sinkers may be used instead of the specified 16d at 6. Allowable downloads are based on a Joist bearing capacity of 750 psi. 0.84 of the table load value. 7. NAILS: 16d - 0.162' da. x 31' long, 10d = 0.148' dia. x Y long, 3. 16d sinkers may be used Instead of the specified 1 Od commons with no load reduction. 1 Odx1 K - 0.148' dice x 1'h' long. See page 22-23 for other nail sires and Information. 105 Solid Sawn Joist Hangers _ _ • ". ;:;: ' } • _ ' • - _ _ o6V'r^w This product Is preferable to similar connactots because of e) easier Installation, b) higher loads, s) lower installed coal, o us ora combination of fbess leatoreii. Dimensions W o The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Min. Header Depth Fasteners' Carrying Carried Member Member To Face Sire let Slant Designed for 42 floor trusses and 4x beams, the THAR/1.422 has a standard skew of 45'. Straps must be bent for top flange hanger installation. PAN nailing J pavrr auonp-rte Allowable Loads Snow Roof 115) (125) 40- rmr metalls. RefCod. helps eliminate splitting of 02 truss bottom chords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAK* coaling; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: Top Flange Installatlor -The straps must be field formed over the header - see table for minimum toF flange requirements. Install toyandlacenailsaccordingtothetable. Top nails shall not be within /.'* from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an ; THA418anglesothattheypenetratethroughthecornerofthefoistandintotheheader. For all other top flange installations, straig ten the THA29 THA213 double shear nailing tabs and install the nails straight into the joist. Artadrment TopFaceMountInstallation -Install all face nails according to the table. Not all nail holes will be filled on all models. On models where there nalb t o1 nailer per dna are more nail holes than required, the lowest 4 face holes must befilled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the comer of the joist into the header. Alternate Installation The THA 4-10d 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemount ' installation and achieve the face mount installation loads. Install the I 2260 tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that theypenetratethroughthecomerofthejoistintotheheader. Uplilt-Lowest face nails must be filled to achieve uplift loads OPTIONS* • THA hn LNie Typical THA Top Flange Installation table Face nails pertabb as(mm. A rom edge) anggers available with Me header flanges turned in for 33': shear naking taps and untoexceptTHA413) and larger, with no load reduction - order THAC hanger. nails straight Into the loot CODES: See page 13 for Code Reference Key Chart Typical THA Top Flange Installation Double Double Shear Dome Double Shear on a Nailer Shear Nailing Side View Nailing Side View (except THA29) A! Nailing Do not bend tab (available on Top View unless otherwise some models) noted - ' 7bU.S. Patent 5,603.560 > 2 J --- I THAC422 Them products are available with additional corrosion mrotedmn AddMA-1-d,,.•r-W. . _ _-• -,---.._..- •-• -- 0 Face Mount Installation 4 famNGeII y UOV'THAR/L422 inimum Carried Member Mede1 No Ga Dimensions W H C Min. , Top tang Min. Header Depth Fasteners' Carrying Carried Member Member To Face Sire let Slant UpIiN Floor Snoloor 160) (10.0) (115100) DF/SP Allowable;; I J pavrr auonp-rte Allowable Loads Snow Roof 115) (125) 40- rmr metalls. RefCod. TOP FLANGE INSTALLATION2x4 2x6 THA29 THA213 18 18 134 134 9+'/n 133b 534 5 4 2%. 1'1h 4-10d 4-10d 4-10d 560 2260 2310740 1785 1815 2x6 THA 18 18 134 1714. 5'Ii 2 4-10d 2-10d 4-10d 2 -Tod 4-10dx1'/4 - 4-10dx1'fi L1615116115- 1280 1280 1280 2 2x10 THA218 2 16 3'i 17"'/r. 8 2 4-16d 216d 6-lOd 1615 1615- 1280 1280 1280 2x10 7HA222 2 16 3%. 2235. B 2 16it 2-16d 6-10- 2245 2245- 1935 1935 1935 I8, F7,2 18 334 1335r 414 1'/i 4-lOd 210d 4•lOd 1935 1935 1935 L15THA413 THA418 16 3% 1734 7'4 2 4-16d 2-16d 6.10d2245 1280 1280 12804x10 4x10 THA422 16 334 22 7% 2 4-16d 2-16d 6-10d 2245- 1935 1935 1935 4x10 THA426 14 334 26 7%. 2 4-16d 4-16d 6.16d 2245 2245 2245 1935 1935 1935 0110 THARIL 3% 22% 2 2435 2435 2435 110901 2095 2095 2095. F23 4x10 THAR/L42 2 4x10 THA422 2 16 14 3% 7'/. 22% 22'34. 8 934 2w 4-10d 8-lOd 110d 2 lOdx134 310 1675. 1675W90, 1675 260 915'1 1405 9154 1405 9154 141 05 18, F/ L15 2 4x10 THA426-2 14 7'/. 2634. 934 2 2 4-16d 4-16d 4-16d 4-16d 616d 6-16d 3330 3330 3330 2865 2865 2865 170 FACE MOUNT INSTALLATION 3330 3330 3330 2865 2865 2865 2x4 THA29 18 2x6' THA213 18 134 134 9"/,. 1335. 5'/r 5% 9'+/u 1335. 16-10d 4-10d 5602125 2310 2350 480 1740-F1785 1815 2x6 THA218 18 134 1734. 51.4 17Y, 14-10d 18-10d 4-10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA218-2 16 334 17"/n 8 14'/s 22-16d 4-10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA222 2 16 3'h 2235. 8 14'/. 22 -16d6 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 18, F7,' 4x6 THA413 18 334 1334. 4'* 13% 14-1pd 16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 HA4184x10T 16 334 1734 7r,4 14'/,. 22-16d 4-10d 1170 1940 2235 2400 780 1660 1910 2075 4x10 THA422 16 334 22 7th 14%e 22-160 6-16cf 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 3% 26 77A 16. 30-160 6 16d 1855 3695 3695 3695 1595 3185 3185 3185 2 4x10 THA422--2 14 7'/. 22"/a 934 163'+. 30-16it 6-16d1855 4550 4550 4550 1595 3915 3915 3915 F23 2 4x10 THA426-2 14 7'/. 26'/,. 9Y. TO -AZA 6-16d 1855 5160 5520 5520 1595 4440 4745 4745 1 1.16d sinkers may be used to replace 16d commons at 0.85 o1 table load. 2. Uplift has been increased for wind or earthquake loading v ,vv ,VJJ JJLV J.7LU J,l[V r,y, QQQU QIQj QTQS •••- 5. For top flange Installation on a nailer (see detail above), install joist nails straight by bendingthedoublewithno further Increase allowed; reduce where other loads govern. 3. Root loadsre 125 floorunlesslimitedother shear tabs. 6. For single 2x and 3x nailers, the following THA hangers can be installed using 10dxl W top nailsand2.16d We nails with reduced all Is4. Od top nail When the I noted: STS 18RHA422: 1415 lbs. for DFL, 1215 lbs. for SPF; THA426: 2245 lbs. for D hanger height Is between 9' to 12', the allowable download is 1440 lbs. for DFL and 1210 lbs, for SPF. No further increase allowed. 7. Min. Top Range refers to the minimum length of strap that must be field -formed over the header. 8. NAILS: 16d = 0.162' dia. x WWII, Wong, 1602% = 0.162' dl. x 254' Iong, 10d = 0.148' dia x 3' long, 10dxl % - 0.148' dia. x 134' long. See page 22-23 for other nail spas and Information. 89 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements tudse board_ 24 emirs) R Southern Pine or better. Rafter spans 2C0' or leas_. IN 2r6 SP 02, SPF 0 t/P2.OF 92 or better 6) 2x6 SP a2. SPF 61/02, OF e2 or better PurtimAi teral betlng_. 2x6 SPFa2, NF 42, OF s2 or better Sleepers- 2Awkkh of rafter seat cull SPF 03 or better 2 parolkJ US SPF 63 O(pples and blocking- 2x6 SPF a3 or better truss Below- See design - Southern Fine Material ' PoOGE eoARD fix$) COLLAR BEAM. EVERY TNIRO PMR OF RAFTERS TYPICAL COMMONS- 2x4 BL KINGL4 Penin IleSPACED24' O.C. (Whom no sheathing GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical. overlap sheathing a minimum of 6', and nail upwards through sheathing into puffin with a minimum of 6.6d (0.131"xt6") 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 heals) 4W -O" or less Maximum valley height: 14'-0' Maximum mean roof Might: 30 feet ASCE 7-05, 140 mph, Enclosed. Cat II, Exp B, I-1.0, K1t=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp 0, Kit=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE QIC "CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. space the Grippes for each row starting from the, valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. r 0" o.c.(T7P) Connection Requirement Notes I 1 1. 2s6 rakers to ridge 416d toe -nails Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails of through plywood sheathing 3' Cripple to rafter 416d toe -nails by cutting a 2"x6" notch in sheathing (") 816d face -nails kL 4. Rafter to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 416d toenails Two 7x6 sleepers to truss 3 16d toenails each sleeper 6 truss 6. Ridge board to roof block 416d toenails 7. Ridge board to truss 4 16d toenails Puffin to (Typ) 316d toenails 9. Truss to blocking 416d toenails 10. Truss to cripple 416d toenails 11. Truss to cripple 416d toe -nails 12. Cripple to puffin 316d toenails NOT REQUIRED IF SLEEPERS ARE USEO) CRIPPLE, BRACING, & BLOCKING NOTES NO Cold(0. 16lor mtoraftC 416dtoe•nalls NOTE: 16d (0.162"x3.5') COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples S'O" to 10'.0" Ion nailed wf 2.10d (0.148"x7") nails. Or Ilse -r' or scab reinforcement nailed to gat o go of cripple with 10d10.126'x3.0"1 nalls at 6' o c. -r or scab must be 80% of cripple longth. Cripples over 10'-0 long roqum two CLR's or both faces wf 'T" or scab. Use stress graded lumber a box or common nails. afarow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed into ridge board 4nstall blocking under rafter If sleepers are not used 4nstall blocking under cripples N cripples fall between lover truss top chords and lateral bracing is not used. Apply all nailing In accordance to current NOS fe4ulmments. Nails are common wire nails unless noted otherwisH. e. 0801 " a Y.•GENSe• anVAibmas MAD AND IMARV ALL IOILT Or rag DRAV00 - WWORTAHT FUIXIM 11 WAVING ALL CWMACMRS PCIMOG TWWALLOMI Try ors r•ekl'e a Vtr r care h febrtathp, hrMlro 04ppb%6 IMeav felt" err lawvt .fuel of aCti o la.e C&OWrtt Safety Mrarrtlerk, ay TPI eN SaW Za. pr.eesces 0 IN v Wforwhp those fu -0WW. lnrtsaers swill pro.Mr tri'o'o—V am song not: 1 Wrss rota ovUr~' top Chord Stan how ara•erty atsard eW*1V 4 Wse'Y,p w bol%* shall hove s pram y atvd'" ifwaMuat ",shtw Srot Wer taw bnehd burtarN per 3% 17 or ata, as 400-4. 000Y cd.ul to "T" 1 I UJO of truss end Po~ as show shove W an W Joht Hutu. veSe rotlNdprMfr. X~ to 40v"W I60A-t tr ceandWd state POSMOVa Atpe,e. • O.W- or IrV co wonones G-9 bv:. rroau rt " rvSawltr r> vry ervauANI1WCOMPAQYties0-1ho, aro faswe to buffd ter trim In coMprwuree efa Artil/T t L r ref rnriaarR, suis hstaltrtlon a bradnp of treses. A awl a Nb.rawtp a cewr oaa twa tub en etti cane• amPbsrv.+ pFtu,refeseaoa+un rplsly ry w drsbn San M stlaabuy Suri ,se a1 b rtnshv 33Q ts1drrt0^w is ary is w ..rpor seahy eI ti. aura tratRw oar wmrtPl t s.c2. Era Cor. MOQWS ref sr tib 2eb's pwvrd peter Deer W there w• ateo 000 wsalpharb<SN TF., eee.tpYraxy SaUli ws mdnMtxyarpr ICD eee.tenarearp No. 70861 t STATE OF : Q cb 4 OR IOt4"' f4' I afar..•• s/ONS E.A`` V GAJ I(B) (•e; TC LL 20 30 40 54 TC DL 10 20 7 7 BC DL 0 0 0 0 8C LL 0 0 0 0 TOT LD.301 50 47 61 DUR. FAC. t.25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/L4 ORWG VACNV180101S ALPINE h ilwtourV Ci#n fnfnrs»ts•inn• ustomer r vrCarpenter Contractors of America Job Number. N330048 lobDesc iption: TEENBLDR ,9A6/9A7 ,198MA/198TA ,02/ ,R/01 tddress: 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 EOR if one exists for the building: Name • License #: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) Wind Standard: ASCE7_10 Wind Speed (mph): 150 State: View Version: 17.02.02.1213.21 JRef #: 1 W 8V89750111 Roof Load (pst): 20.00-10.00-0.00- Floor Load (ps0 • 40.00-10.00-0.00- 5.00 5.00 This package contains a job notes page, 56 truss drawings and 2 details. Item Seal # Truss 1 059.18.1233.10250 Al 3 059 18.1233.09702 A3 5 059.18.1233.09812 A5G 7 059.18.1233 09311 BIG 9 059.18.1233.08967 C1 11 059.18.1233.09061 C3 13 059.18.1233.09139 D1 15 059.18.1233.08608 D3 17 059.18.1233.09859 D5G 19 059.18.1233.10124 Ell 21 059.18.1233.09717 MG1 23 059.18.1233.10827 MV2 25 059.18.1233.09218 ER 27 059.18.1233.09858 EJ5A 29 059.18.1233.09295 CJ3 31 059.18.1233.10031 HR 33 059.18.1233.10171 ERA 35 059.18.1233.09687 CJ5A Item Seal # Trus 2 059.18.1233.08968 A2 4 059.18.1233.09827 A4 6 059.18.1233.10123 A6G 8 059.18.1233.10170 132G 10 059.18.1233.10295 C2 12 059.18.1233.10249 C4G 14 059.18.1233.09733 D2 16 059.18.1233.09969 D4 18 059.18.1233.10826 L1 20 059.18.1233.09468 E2 22 059.18.1233.10921 MV3 24 059.18.1233.10951 MW 26 059.18.1233.10030 EJ5 28 059.18.1233.09109 CJ5 30 059.18.1233.09123 CJ1 32 059.18.1233.09608 HJ5 34 059.18.1233.09577 EJ3/ 36 059.18.1233 08952 CJ31 o ATE •• I ! 0 R00 J" OiNnAL This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 02/28/2018 verified using the original electronic Version. Florida Certificate of Product Approval #FL1999 Printed 2/28/2018 2.24.26 PM ALPINE Mnwrovrvr Cite Infnim finn• Customer.. v• Carpenter Contractors of America Job Number: N330048 JobDescription: TEENBLDR ,9A6/9A7 ,198MA/198TA ,02/ ,R/01 Address: I City, State, Zip: Item Seal # Truss 37 059 18 1233.08623 CJ1A 39 059.18.1233.09467 HMA 41 059.18.1233.10842 C.151- J5L434305918.1233.10796 CJ1L 45 059.18.1233.10671 FG1 47 059.18.1233.10420 FG3 49 059.18.1233.10530 FT2 51 059.18.1233.08420 FT4 53 059.18.1233.10359 FT6 55 059.18.1233.10280 FT7 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone -(800)755-6001 alpineitw.com Item Seal # Truss 38 059.18.1233.09592 HRA 40 059.18 1233,10967 ERL 42 059.18.1233.10702 CJ3L 44 059.18.1233.10717 HRL 46 059 18 1233.10701 FG2 48 059.18.1233.10422 FT1 50 059.18.1233.10421 FT3 52 059.18.1233.09968 FT5 54 059.18 1233.09578 FTGE 56 059.18.1233.09280 FT8 ATE Room... y''4yss'ONAI ir Jnwnn uu v'd This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 02/28/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 2/28/2018 2,24 26 PM Job Number: N330048 Ply. 1 SEON' 76484 / T9 COMN Cust R8975 JReI. 1W8V89750111 TEENBLDR ' Qty: 4 FROM: ALS DrwNo: 059 18 1233.10250 Truss Label: At I KD / OF 02/28/2018 15• _ , 22'4.11 30' , r 77'5 74.11 7'4.11 + 77.5 06xeE Loading Criteria (psr) TCLL. 20.00 TCDL 1700 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit 000 Load Duration 1 25 Spacing: 24.0" 30' r + 7'8 15' 22'8• ') 30' Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP- C Mean Height: 24.56 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: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3:W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x25%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 any 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 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.110 K 999 360 VERT(TL) 0.424 K 999 240 HORZ(LL). 0.062 G - HORZ(R) 0.138 G Creep Factor: 2.0 Max TC CSI: 0.869 Max BC CSI: 0.866 Max Web CSI. 0 446 VIEW Ver: 17.02.02A.1213 21 o , ATE •: 9•16V 4 0 2781'k 02/28/2018 20'0.12 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1548 / 429 /1019/ - /286 /4.0 M 1548 /429 /1019/- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 M Min Big Width Req = 2.2 Bearings B & M are a ngid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens Comp. Chords Tens. Comp B - C 928 -2388 E - F 769 -1687 C - D 904 -2272 F - G 905 -2272 D - E 768 -1687 G - H 927 -2388 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp B - L 1923 -650 K - J 1919 -663 L - K 1919 -650 J - H 1923 -663 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. D - K 342 •609 K - F 341 -609 E - K 804 - 347 V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. , Refer to and follow the latest edition of BCS( (Budding radices prior to performing these functions Installers shall provide terhporary proPerN attached structural sheathing and bottom hord shall have a pro erly estra nt bf w tis shall hav braclno installed p r BGI sections B3, B7 or 10, as s lown a ove and on tI a JoinrDeta ls, unless noted otherwise. Refer to II not be re;ponsi le for any deviation from this drpwinst an failure to build the I , msl IlaUdn and bracinst of trussesA seal on tht drBwiXq or over page , tf engmegring responsibility soley_for the des gn shovl7n. he suitability ALPINENE c*~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330048 I Py: 1 FROM-ALS SEON: 76485 / T15 / HIPS I Cust' R R8975 JRel: 1 W8V89750111 T'EENBLDR 'Oly 2 OrwNo: 059 18 1233 08968 Truss Label: A2 KM / OF 02/28/2018 77"12 13' '(17' 22'4"4 + 30' 77"12 54"4 4' 54'4 77"12 04x6 %4x6 E F Loading Criteria (pst) TCLL. 20.00 TCDL' 17 00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 24.06 R 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 Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3:W2. WS 2x4 SP #2 N: Lt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1 917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.I13"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. 3a 7'6" 7'6"7'6" 1' 15' 276" 30' Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT W Pf: NA Ce NA Lu NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 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): 0.103 L 999 360 VERT(fL): 0.395 L 999 240 HORZ(LL)' 0.066 H - - HORZ(TL)' 0.128 H Creep Factor 2.0 Max TC CSI 0 821 Max BC CSI: 0.862 Max Web CSI 0 211 VIEW Ver: 17.02.02A.1213 21 oJG" S oN JY` P 7f • i;// ATE v9 • 0 278 //q//// a._ ••••• as•M•• SS/ONAL 02/28/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 1548 /433 /1025/- / 253 /4.0 N 1548 /433 /1025/- / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 N Min Brg Width Req = 2.2 Bearings B & N are a rigid surface. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp B - C 984 -2384 F - G 815 -1706 C - D 941 - 2263 G - H 942 -2263 D - E 814 -1706 H-1 983 -2384 E - F 822 -1536 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp. B - M 1910 -682 L - K 1907 -708 M - L 1907 -682 K-1 1910 -708 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - L 304 -552 L - F 400 -195 E - L 400 -195 L - G 304 -552 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING/ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, hhandling , shippin installing,and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI arta SBCA) fpr safety ractices prior to perfo ming these functions. Installers shall provide terhpora,Y brawna per SCSI._ Unless noted oy erwise,top chord shall have properly attached structural sheathing and bottom ghord shall have a properly attach€tl ngid telling. Locations shown for Dermanertt latgral restraint Of wpbs shall hav@ bragngjnslalled per SCSI s6cllons 3, 137 or 1310 asapp Ica e. Apply ptat s to each face, 0 truss and position as shown above and on the oin a its, unless noted otherwise Refer to drawiltgs 160A -Z for sta i and plate positions. ALPINE It' ne, a division of ITW Bt itdd11'n Compon nts Grqup In shall npt be responsible for any deviation from this dr win ,a failure to build the sin of rmance with AN51lTPI 1or or handlirfq shiupinq, Installation and bracing of VussesA eat on th s dr wirfg or coverp#e,,2400 Lake Orange Dr. ng thisrawin indicates acceptance of proTessionar en sneering responsibility solelror the desi n shovTn. The suiTabillty Suite 150BuseothisjawingoranystructureistheresponsibilitoftheBuildingDesignerpeANSI/TPI 1 S$c.2. Orlando FL, 32837Formoreinformationseethisiob's general notes page and Nese web saes, ALPINE www elprnedw.com; TPI: www.tpmst org; SBCA www.sbcindustry corn. ICC. www.iccsafe.org _ _ _ Job Number: N330048 Ply. 1 SEON: 76486 / T16 / HIPS Cust: R R8975 JRel 1 W8V89750111 TEENBLDR ' Qty' 2 FROM. ALS DrwNo' 059 18 1233.09702 Truss Label: A3 KM / DF 02/28/2018 7'6" ' 6" 11' 19' 22'6" 30' T6" 3 8• 316" 7'6" 5X5T2 is5F5E s.20'0"12 1' 7'r12 30' r4"474"4 T7"12 1' 7'r 12 15' 22'4.4 30' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 20.00 Wind Std* ASCE 7-10 Pg: NA Ct- NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL- 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.123 L 999 360 B 1655 /436 /1025/. / 220 /40 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0 423 L 999 240 N 1655 / 436 /1025/. / - /40 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0 062 H - - Wind reactions based on MWFRS Des Ld: 47.00 EXP. C HORZ(fL): 0 124 K B Min Big Width Req = 2.3 NCBCLL: 10.00 Mean Height: 23 56 R Code I Misc Criteria Creep Factor: 2.0 N Min Big Width Req = 2.3 TCDL: 4.2 psi Soffit 0.00 BCDL: 5.0 psi Bldg Code FBC 6th.ed 201 Max TC CSI. 0.909 Bearings B 8 N are a rigid surface Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.993 Members not listed have forces less than Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used Yes Max Web CSI: 0.229 sMaximumTopChordForcesPerPly (lbs)) Loc from endwall: not in 9 00 it 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 02.02A 1213.21 B - C 1004 -2593 F - G 1062 -2349 C - D 955 -2461 G - H 954 -2462 Lumber D - E 1063 -2348 H-1 1003 - 2594 Value Set: 138 (Effective 6/1/2013) E - F 881 -1941 Top chord 20 SP 92 N :T2 2x4 SP #1: Bot chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp Chords Tens. Comp. Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N* BLOCK LENGTH = 1.917' B - M 2078 -695 L - K 1853 -598 Lumber value set •'138" uses design values M - L 1852 -574 K-1 2079 -722 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp Truss passed check for 20 psf additional bottom chord live load in areas with 42•' -high x 24" -wide M - E 446 -239 F - K 447 -239 clearance. Wind Wind loads based on MWFRS with additional C&C Illtltyq 4 A y' F : 4/ member design O/ e' •tel • • •`•% V v. vvw • g 7f • • s ATE 0• a••••• 0 278///I///// a._ ••• ss DNAL 02/28/2018 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fagfricating, handling9 shipping, ingtalling,and bracin Refer to and follow the latest edition of BCSI (Building t Safe Information, by Plan SBCA rbc saffe PPractices pnor to perfo ming these functions. Installers shall provide temporary SCSI. Unless noted ovlerwise,top chord shall have proper)yy attached structural sheathingg and boltQm ord shall have a propper id ceilIng Locations shown for Dermanent lateral restraint bf webs shall have braaGna nslalled p r BC I sections $3, B7 or B10y e._ Apply plates to each face of truss and position as shown above and on the doinMetads, unless noted otherwise. Refer to any failure to build the 1 or cover page n. The suiCability ALPINENE n+mvtaw•n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Py: 1 SEON: 76487 / T18 /HIPS Cust. R R8975 JRel: 1 W8V89750111 TEENBLDR ' Oly. 2 FROM- ALS DrwNo: 059 18 1233 09827 Truss Label: A4 KM / DF 02/28/2018 4'69 9' 15' 21' 25'5'7 30' i t• 4'6"9 + 4'S"7 6' 6' + 4'S"7 4'6"9 a 4X6 1112X4 =4X6 E F G 30' 1' T4"4 7712 7'7"12 7'4.4 1' r 7'4'4 + 15' 22'7"12 + 30' 20'1712 Loading Criteria (psi) Wind Criteria Snow Criteria (P9.PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf• NA Ce NA VERT(LL): 0.125 F 999 360 B 1548 /679 11018/- / 187 /4.0 BCLL: 0.00 Enclosure Closed Lu NA Cs NA VERT( Q: 0.480 F 999 240 O 1548 /679 /1018/- / - /4.0 BCDL, 10.00 Risk Category: II Snow Duration. NA HORZ(LL): 0.056 1 - Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(fL): 0.136 1 B Min Brg Width Req = 2.2 NCBCLL: 10.00 Mean Height: 23.06 R Code I Misc Criteria Creep Factor 2 0 O Min Brg Width Req = 2.2 TCDL: 4.2 list Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.767 nBearings B 8 O are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI- 0.844 Members not listed have forces less than Spacing 24 0 " C&C Dist a: 3.00 0 Rep Factors Used: Yes Max Web CSI. 0.264 Maximum Top Chord Forces Per Ply fibs) Loc. from endwall: not in 9.00 fl F7/R7 20 0/100 Chords Tens.Comp. Chords Tens Comp. GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 B - C 1076 - 2369 F - G 1082 - 2176 C - D 1018 -2259 G - H 997 -2128 Lumber D - E 997 •2128 H • 1 1018 -2259 Value Set: 13B (Effective 6/1/2013) E - F 1082 -2176 I • J 1076 -2369 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens Comp. Chords Tens. Comp. It Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' B - N 1904 •785 M - L 1804 -674 Lumber value set "13B" uses design values N - M 1804 -668 L - J 1904 -785 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens Comp. Webs Tens. Comp Wind loads based on MWFRS with additional C&C member design. E - M 492 -218 M - G 492 -218 F - M 272 -481 g* f *s* o ; ATE ; Owego•• 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' quire extreme care in fabricating,_lendfinq, shipping, installing and bracing. _ Refer to ani on any INSTALLERS pw the la est e ill n of BCSI (Building 1s. Installers s airprovide temporary nd botI Shord shall have a progerl led pgr BC51 secbons $3, B7 or 810, i, un ess noted otherwise. Refer to failure to build the I or Werea n. e i ility ALPINE MITWCownwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Ply: 2 SEON: 76488 / T43 /HIPS Cust. R R8975 JRef- 1 W8V89750111 TEENBLDR ' Oty 1 FROM. ALS DrwNO. 059.18.1233 09812 Truss Label: A5G KM / DF 02/28/2018 2 Complete Trusses Required 7' IV 23' 81 i 8' 5X5 1114X4 T2DE 5X5F 30' 7' 30' 1' 6'10"4 8'1"12 8'1"12 6'10"4 1' 6'10"4 15' 23'1"12 3V Loading Criteria (pst) Wind Criteria TCLL: 2000 Wind Std* ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL- 1000 Risk Category: II B 3046 /1273 / - / - I - EXP. C Des Ld 4700 Mean Height: 22.56 R NCBCLL: 0.00 TCDL: 4.2 psi Soft: 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 B Min Brg Width Req = 1 8 Loc. from endwall: NA Code I Misc Criteria GCpi 0.18 M Min Brg Width Req = 1 8 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP SS - Bot chord 2x4 SP #1 Webs 2x4 SP #3.W2, W4 2x4 SP #2 N. It Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12 00" o c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS IMPORTANT" any 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 Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.155 E 999 360 B 3046 /1273 / - / - I - 4.0 Lu: NA Cs: NA VERT(TL): 0.600 E 953 240 M 3046 /1273 / - / - I - 4.0 Snow Duration: NA HORZ(LL): 0.084 G - Wind reactions based on MWFRS HORZ(TL): 0 205 G B Min Brg Width Req = 1 8 Code I Misc Criteria Creep Factor: 2.0 M Min Brg Width Req = 1 8 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.951 Bearings B 8 M are a rigid surface. TPI Std. 2014 Max BC CSI: 0.696 Rep Factors Used No Max Web CSI: 0.325 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: 17.02.02A.1213.21 B - C 1083 -2621 E - F 1327 -3226 C - D 1050 -2561 F - G 1050 -2561 D - E 1327 -3226 G - H 1083 -2621 o PATE OF •: 9pF •.. OR .•••` NO 278 % NSS0 EN yrr1011µ{s 02/28/2018 to THEINSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - L 2199 -897 K - J 2186 -895 L - K 2186 -895 J - H 2199 -897 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. D - K 1170 -486 K - F 1170 -486 E - K 530 - We of failure to buildthe n r 41'he suitability ALPINE MMCowu+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Py. 2 SEON: 76489 / T6 / SPEC Cusl: R R8975 JRef. 1 W8V89750111 TEENBLDR ' Qty: 1 FROM ALS DrwNo 059.18.1233.10123 Truss Label: A6G KM / DF 02/28/2018 2 Complete Trusses Required 4'8" 9'4" 11'8" 18'7" 23' 30 4'8"2'4" 6.11" 4'S' 7' 1114X4E 04 1113X12(tE3) = 6X8 a 8X8 1114X8 1112X4 1113X12((E3) a 4X4(E3) a 4X4(E3I V 9'4"5'8" 3'10 8 4'3"4 6'10"4 1' 9'4" 15' 18'10"8 23'1"12 NY Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL: 10.00 Risk Category: II 4.0 EXP: C Des Ld: 47.00 Mean Height: 23.15 R NCBCLL: 10 00 TCDL: 4.2 psi Soffit, 0.00 BCDL 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing' 24 0 " C&C Dist a. 3.00 R Loc from endwall: not in 9.00 R GCpc 0.18 Max Web CSI 0.737 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N :T3 2x6 SP #2 N. Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule.0.128"x3" nails Top Chord: 1 Row @12 00" o c Bot Chord' 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c 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 -1.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 pit at 30.00 TC: 258 Ib Conc. Load at 19.94,20.94 TC, 110 Ib Conc. Load at 22 94 TC: 493 Ib Conc. Load at 22 97 BC. 1992 Ib Conc Load at 18.73 BC: 135 Ib Conc. Load at 19.94,20 94 BC 535 Ib Conc Load at 22 97 Wind Wind loads based on MWFRS. IMPORTANT- FU any Snow Criteria (Pg,Pf in PSF) Pg, NA Ct: NA CAT: W Pf. NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Mist: Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT'20(0)/10(0) Plate Type(s): WAVE iD e 1 20'0"12 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W VERT(LL): 0.158 G 999 360 P 2814 /1254 /1009/. / 192 /40 VERT(TL): 0.593 G 959 240 0 4199 /18-53 /1005/- / - 4.0 HORZ(LL) 0.058 1 - Wind reactions based on MWFRS HORZ(TL) 0.138 1 P Min Brg Width Req = 2.0 Creep Factor. 2.0 O Min Brg Width Req = 2.9 Max TC CSI: 0.934 Bearings P 8 0 are a rigid surface Max BC CSI, 0.891 Max Web CSI 0.737 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 1089 -2391 F - G 1589 -3655 C - D 1064 -2352 G - H 1849 -4230 D - E 1002 -2295 H-1 1611 -3682 E - F 990 -2280 I - J 1637 -3723 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B-0 2030 -915 M - L 3201 -1399 O - N 3079 -1348 L - J 3211 -1399 N - M 4217 -1848 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp E-0 1852 -767 N - G 390 -849 O - F 953 -2121 M - H 1443 -631 F - N 908 -380 O a •'JY` zy ,o VATE OF Q 0278 SNA EN 02/28/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing.Refer to and follow the latest edition of BCSI (Building ractices prior to performing these functions. Installers shall provide terhporary e prope attached structural sheathing and bottom hord shall hav a properly restraint bf w tis shall have braaunaq ins qi led per BC I sections $3, 7 or 81 Q as shown aggve and on the JoinfDetails, unless note tl otherwise. Refer to 11 not be respponsiple for any ddeviation from this r wing ap failure to build the 1Q, instpllati0n and bracing gf,trussesA Seal on th s dr, wiXI or cover page 1 engineering eponsib(lity solely_ oLthe des„ gn shown. The suitability ALPINENE mnwcarwvry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 M Job Number: N330048 Py. 2 SEON 76490 / T13 /HIPS Cusl R R8975 JRef' 1 W8V89750111 TEENBLDR ' Oty. 1 FROM ALS DrwNo' 059.18.1233.09311 Truss Label: BIG KM / DF 02/28/2018 2 Complete Trusses Required 3'114 3'9"8 2'1"8 4'1"12 49"12 3'3"13 79"11 V 3'tt"4 T8"12 9104 14' 18'9"12 22'1"9 2511"4 Loading Criteria (psf) TCLL. 20.00 TCDL 1700 3'11"4 77' 10' 14' 16'6" 2711"4 29'11"4 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(fL): 0 650 O 522 240 3'11"4 3'7"12 2'S" 4' 4'8" 4'3"4 7' Des 47.00 EXP. C HORZ) L ' 0 085 A R 421 /288 /557 I - / - /8.0 Misc CriteriaNCBCLL10.00 112X4 w4X4 12 Wind reactions based on MWFRS Soffit: 0.00 TCDL 4 2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.942 0 Min Brg Width Req = 1.5 Load Duration: 1.00 F H a6 Max BC CSI: 0.591 L Min Big Width Req = 3.9 K Min Brg Width Req = 1.5 T C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.736 R Min Big Width Req = 1 Loc. from endwall: not in 4.50 itFT/RT.20 0)/10 (0) T a5Xe 12X4 a04 w6XD6 1112X4 Bearings 0, L. K. 8 I require a seat plate. Wind Duration: 1.60 VIEW Ver: 17.02.02A.1213.21 T2 T4 i T m W11 I o WZ i J i I9.4. 1 BZ 013X6 5X14 1112X4112X4 S5 017 aSS1017 6X6 m4X4(Bi) 014X6 3'0"11 7'9"11 i19015 3'114 3'9"8 2'1"8 4'1"12 49"12 3'3"13 79"11 V 3'tt"4 T8"12 9104 14' 18'9"12 22'1"9 2511"4 Loading Criteria (psf) TCLL. 20.00 TCDL 1700 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Snow Criteria (P9,P11 in PSF) Pg: NA Ct: NA CAT. NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.269 O 839 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W 0 2788 / 2089 / 630 / - /172 /73 BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(fL): 0 650 O 522 240 L 5598 /3917 /1534/. / - /113 BCDL: 10.00 Risk Category, II Snow Duration: NA HORZ(LL)- -0 053 A - K -954 /954 /671 / - / - /11.3 Des 47.00 EXP. C HORZ) L ' 0 085 A R 421 /288 /557 I - / - /8.0 Misc CriteriaNCBCLL10.00 Mean Height 15 00 ItCode Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 TCDL 4 2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.942 0 Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.591 L Min Big Width Req = 3.9 K Min Brg Width Req = 1.5 Spacing, 24 0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.736 R Min Big Width Req = 1 Loc. from endwall: not in 4.50 itFT/RT.20 0)/10 (0) Bearings 0, L, K. 8 I are a rigid surface. GCpi: 0.55 Plate Type(s): Bearings 0, L. K. 8 I require a seat plate. Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.02A.1213.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N .T2, T4 2x4 SP #1. Bot chord 20 SP 2400f-2.OE :132 2x4 SP #2 N: Webs 20 SP #3,W2, W9 2x4 SP 24001.2.OE: W11 2x4 SP #2 N. Lumber value set "1313" 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 @112 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 pit at 0.00 to 318 pit at 300 TC From 318 plf at 3.00 to 318 pit at 15.67 TC From 318 pit at 15.67 to 282 plf at 18.67 TC From 78 pit at 18.67 to 78 pit at 30.94 BC: From 20 pit at 0 00 to 20 pit at 29.94 TC: 425 Ib Conic. Load at 18.67 Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Negative reaction(s) of -954# MAX from a non -wind load case requires uplift connection. See Maximum Reactions. IMPORTANT" FURNISH THIS any ual ni Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. A - B 2388 -3201 D - E 1901 -2560 B - C 2388 -3201 E - G 1905 -2566 C - D 3153 -4238 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-0 4241 -3159 M - L 1697 -2271 O - N 4238 -3153 L - K 1760 -2354 N - M 4229 -3149 It011py Maximum Web Forces Per Ply (Ibs) I Webs Tens Comp. Webs Tens Comp. 1 038 359 E 615 S •n• i' i M -736 A P 3360 M G 498512505 - -3728 B P 563 G L 1919c679 - -2702 0. 648 i P - C 824 -1111 G - K 2321 -1666 D - M 1321 -1772 ATE : Q C ,OP,••. 4027, ONAI. EN w.n lwwnl"'°p 02/28/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS kinstalling and bracin . Refer to and follow the latest edition of BCSI (Buildingaclicespriortoperformingthesefunctions. Installers shall provide terhporarryy e properly attached structural sheathing and bottom chord shall hav a pro eA restraint 6f wsbs shall hav braacingq insi811ed p r BCSI secoons 133, 7 or 10Y11161111. as shown above and on lire JoinfDetails, unless notes otherwise Refer to ALPINE 11 It not be respuonsible for any deviation from this drawing an failure to build the mmoo,,K, 1 ,Installation and bracing of truss sA teal on this d ewiXq or cover page 2400 Lake Orange Dr. en ineenng responsibilitty soleNv t or the des'ggn shown. The suitability Suite 150ibiliqoftheBuildingDesignerperANSIITPI1SeC.2. ALPINE www.al meitw corn; TPI: www t insl.or ' SBCA: www Sbondus Com: ICC' www iccsafB org Orlando FL, 32837 Job Number: N330048 Ply 1 SEON 76491 / T56 / HIPS Cust R R8975 JRef' 1 W8VB9750111 TEENBLDR ' Oly 1 FROM -ALS DnvNo' 059.18 1233 10170 Truss Label: B2G KM / DF 02/28/2018 6' 1 "4 10 8" 16'4" 20' 10"4 25' 30' 6'1"4 4'6"12 5'8" 4'6"4 4'1"12 5' 4X4D I 1'+ 1lY 10' Loading Criteria (psq Wind Criteria TCLL. 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL 0.00 Enclosure Part. Enc. BCDL. 10.00 Risk Category: II Des Ld 47.00 EXP. C NCBCLL. 10 00 Mean Height' 15 00 ft TCDL 4 2 psf Soffit' 0.00 BCDL. 5.0 psf Load Duration. 125 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a. 3.00 ft Loc from endwall: Any GCpi: 0.55 Wind Duration' 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N 33 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac =1 25) TC From 78 plf at -1.00 to 78 plf at 3100 BC. From 20 plf at 0.00 to 20 pit at 30.00 TC 172 Ib Conc. Load at 21.40 TC 174 Ib Conc Load at 22.94 TC: 448 Ib Conc Load at 24 97 BC 54 Ib Conc. Load at 21.40 BC 97 Ib Conc Load at 22.94 BC: 180 Ib Conc. Load at 24 97 Wind Wind loads based on MWFRS. WARNING" READ IMPORTANT•• FURNISH THIS C a division of any 21' 9'i 67"8 4'6"4 3'8"8 5'1"12 1' 16'7"8 21'1"12 24'10"4 30' Snow Criteria ft,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W Pf NA Ce NA VERT(LL) -0046 C 999 360 B 984 / 489 / 896 / - /214 /80 Lu: NA Cs: NA VERT(TL). 0.138 M 999 240 N 2705 /1291 /1368/. / - /80 Snow Duration NA HORZ(LL) -0 016 L - O 637 /247 /332 /- / - /80 HORZ(TL) 0 026 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.719 N Min Brg Width Req = 3.8 TPI Std 2014 Max BC CSI: 0 989 O Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI 0 722 Bearings B, N, 8 H are a rigid surface. Bearings B, N, 8 H require a seat plate. FT/RT 20(0)/10(0) Plate Type(s). Members not listed have forces less than 375# WAVE VIEW Ver: 17.02.02A.1213.21 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 (lbs) 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 584 -490 F - K 965 -1559 E -L 684 -814 K -G 761 -1643 Q o:• ATE : ; 0 278 .,ysS/O rrntnonwta 02/28/2018 INCLUDING THE INSTALLERS I Refer to and follow the latest edition of BCSI (Buildin ming these functions Installers shalllprovide tempora ictural sheathingg and bottom chord shall hav a propper hav braecingq ins181led p r BCSI sections B3,7 or B10y on the JoinrDetails, unless noteo otherwise. kefer to ALPINE r any deviation from this drpwin% any failure to build the ,,,,,,,,,,co in qq of trusseSA eal on this dr wiX9 or cover paa 2400 lake Orange Drnsibilitysolelyorthedesinshown. The suitability Desigrier perANSIfTPI 1 Sec.2. Suite 150 i, TPI www t cost orn. SBCA www sbcandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330048 I Ply: 1 I SEON 76492 / T25 / COMM Cust. R R8975 JRef: 1 WBV89750111 1'EENBLDR Oty. 2 FROM- ALS DrwNo. 059.18.1233.08967 Truss Label: C1 KM / DF 02/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0 " 3'3"46'6"4 10'8" 14'9"12 t8'0"12 21'4" 3'3"4 3'3" 4'1"12 4'1"12 3'3" 3'3"4 m 4X4F 04X4(.. 12 6 in 4X6182) =5X10 B2 05x lo 1 6.8. 6'8" Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psi 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 10 W, 1418" Value Set: 13B (Effective 6/1/2013) Defl/CSI Criteria Top chord 2x4 SP 2400f-2.OE PP Deflection in loc Udell U# Bot chord 2x4 SP #1 .82 2x6 SP SS. VERT(LL) 0.252 L 999 360 B3 2x4 SP #2 N. VERT(TL) 0.828 L 470 240 Webs 20 SP #3 HORZ(LL). 0.113 D - Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3: HORZ(TL). 0.242 D Lumber value set "130" uses design values Code / Misc Criteria approved 1/30/2013 by ALSC Bldg Code: FBC 61h.ed 201 Special Loads TPI Std: 2014 Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.00 to 78 pit at 22.33 BC: From 20 pit at 0 00 to 20 pit at 6.67 BC: From 60 pit at 6.67 to 60 pit at 7.58 BC: From 100 pit at 7 58 to 100 pit at 13.83 BC: From 60 pit at 13.83 to 60 pit at 14.67 BC From 20 pit at 14 67 to 20 pit 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 21'4" 4' 4' 10 W, 1418" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA CL NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL) 0.252 L 999 360 Lu: NA Cs: NA VERT(TL) 0.828 L 470 240 Snow Duration NA HORZ(LL). 0.113 D - L - I 172 -471 HORZ(TL). 0.242 D Code / Misc Criteria Creep Factor, 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.797 TPI Std: 2014 Max BC CSI' 0.807 Rep Factors Used, Yes Max Web CSI 0.246 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver, 17.02.02A 1213 21WAVE L s ,o't• ATE 0 270NA1-ENa J' I VK m4X6(82) 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1475 /535 /773 /- /214 /80 O 1476 / 535 / 773 / - /- /80 Wind reactions based on MWFRS B Min Big Width Req = 1.7 O Min Big Width Req = 1.7 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 958 -2451 G - H 701 -1747 C - D 828 -2081 H-1 828 -2082 D - E 701 -1748 1-1 958 -2453 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B -M 2100 -811 L -J 2102 -811 M - L 1769 -705 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 - I 172 -471 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in faglricating h ndlin99 shiptpying installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safe Information, by PI an0' ) 'CA I saffe DDiactices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have pro el attached structural sheathing and bottom Chord shall hav a propeidCeilinLocationsshownforpermanentlateralrestraint8fwebsshallhavbracingnstalledperSCSIsections03, 7 or B7 , e. Apploy at:,.s to ach face, or truss and position as shown above and on IF1e Joinr etails, unless noted otherwise. Refer to6OA-Z for stan ardto, positions. a division of ri Ni 1, or ror r acceptance any sructure shall not be responsible for his drawmq an failure to build the on this dr w! or over pa ie design shown. he sui Qe ility ALPINEA NJIIW MIMN 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330048 I Ply' 1 I SEON: 76493 / T22 / COMM Cust R R8975 JRef. 1 W8V89750111 YEENBLDR " Oly' 2 FROM. ALS DrwNo 059.18 1233 10295 Truss Label: C2 KM / DF 02/28/2018 3'3"4 73" 4'1"12 ' 4X4F 04X4(**) t2 8 D B3 0 N l Ae C L B2 4xsrn2l =5X10 Loading Criteria (psi) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " Wind Criteria Wind Std' ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height 15.00 it TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 R Loc from endwall not in 4.50 it GCpi 0.18 Wind Duration: 1.60 Lumber Defl/CSI Criteria Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE PP Deflection in loc Udell U# Bot chord 2x4 SP #1 :82 2x6 SP SS W 83 2x4 SP #2 N: VERT(LL) 0.254 K 999 360 Webs 2x4 SP #3 80 Lt Wedge 20 SP #3:'Rt Wedge 2x4 SP #3: VERT(TL) 0.840 K 464 240 Lumber value set "138" uses design values 80 approved 1/30/2013 by ALSC HORZ(LL): 0 114 D - Special Loads Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25) HORZ( L): 0 241 D TC: From 78 pif at -1 00 to 78 pit at 21.33 BC: From 20 pif at 0 00 to 20 pit at 667 BC: From 60 pif at 6.67 to 60 pif at 758 BC: From 100 plf at 7 58 to 100 pit at 1383 BC: From 60 pit at 13.83 to 60 pif at 14.67 BC: From 20 pit 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 21'4" 14'9"12 18'0"12 21'4" 0'1"12 3'3" 3'34 l4X4(") G H w I io J I—OP, K N 5X10=4XGIR2% 4' 4' 10'8" 14'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Cl- NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0.254 K 999 360 B 1410 / 536 / 774 / - /201 80 Lu: NA Cs: NA VERT(TL) 0.840 K 464 240 N 1329 / 496 /690 / - / - 80 Snow Duration: NA HORZ(LL): 0 114 D - Wind reactions based on MWFRS HORZ( L): 0 241 D B Min Brg Width Req = 1.7 Code I Misc Criteria Creep Factor. 2 0 N Min Brg Width Req = 1.6 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.795 Bearings B 8 J are a rigid surface. TPI Std 2014 Max BC CSI: 0.783 Bearings B 8 J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.224 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Pty (Ibs) Plate Type(s)' Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17 02.02A 1213.21 B - C 960 -2381 G - H 704 -1733 C - D 831 -2074 H - 1 832 -2077 D - E 704 -1735 I - J 969 -2400 Oa••J i 09 % ATE L 77O G``N_o Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2039 -813 K - J 2062 -823 L - K 1775 -708 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - L 166 -468 M - G 724 -1889 D - L 577 -183 K - H 589 -187 E - M 724 -1889 K-1 206 -497 check has been modified #0 278 ,''/kN4r4q F;2AWit v 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fa ricatingg, h ndlin9g, shinpin , installing and brawna.. Refer to and follow the latest editi n of BCSI (Building omponent Safety Information, by TPI and S CA) I r safety ractices pnor to performing these functions. Installers shallprovide temporary bracing* peer BCSI . Unless noted olherwise,top chord shall have property attached structural shgathin9 and bottgn chord *hall hav a properly attached r gid ceiling. Locations shown for ermanent lateral restraint bf webs shall hav br cinsl mslalled pfr BCSI sections $3, 7 or Bt v, as app lIcarne. _ Apply plates to each face o truss and position as shown above and on t ie oin Details. un ess noted otherwise. kefer to a division of n rl 1, or for r acceptance any sructure information shall not his d win a failure to build theonthsdrwXgorcoverpage Le design shown. The suitability ALPINE w nwcpwar 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 YEENBLOR r Truss Label: C3 1 9'12'4' 5711 3'9"5 Py. 1 SEON: 76494 / T10 / COM Oly. 1 FROM. RAA 16'1"5 + 21'4" 3'9'5 62"11 c4X4 04X4 D E Cust. R R8975 JRef: 1 W8V89750111 DrwNo* 059 18 1233 09061 KM / DF 02/28/2018 1'4" 2 9'4" 2'8"9'4" 9'4" 12, '+' 21.4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Enclosure: Closed BCDL. 10.00 Risk Category, II EXP. C Des Ld: 47.00 Mean Height: 15.00 fl NCBCLL 10 00 TCDL 4 2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing. 24 0 " C&C Dist a: 3.00 ft Plate Type(s): Loc. from endwall not In 4.50 it WAVE GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct. NA CAT. NA PP Deflection in loc Udell U# Pt: NA Ce: NA VERT(LL)- 0.056 1 999 360 Lu NA Cs: NA VERT(TL) 0.290 1 999 240 Snow Duration: NA HORZ(LL). 0.026 1 - HORZ(TL). 0.062 1 Code / Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI: 0.492 TPI Std: 2014 Max BC CSI. 0.849 Rep Factors Used, Yes Max Web CSI: 0.196 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A 1213.21 IM J A c 0 278 ONAI 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /324 /772 / - /186 /8.0 K 1123 /324 /772 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 K Min Brg Width Req = 1.6 Bearings B 8 G are a rigid surface Bearings B 8 G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 642 -1681 E - F 563 -1338 C - D 563 -1337 F - G 641 -1682 D - E 543 -1153 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - J 1414 -464 I - G 1415 -489 J-1 1153 -314 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. 1-F 218 -378 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire treme care in fagricatin h ndlin9, shipg mstallmg.and braGn/q Refer to and follow the la est edition of BCSI (Building t Safe Information, b PI ane' 3 CA fbr sale ractices prior to perfo ming these functions. Installers shall provide terhporanr BCSI. Unless noted oiherwise,top chord shall have pro el attached structural sheathing and bottom Chord shall hav a pro er f id cedm Locations s own for ermanent lateral restraint bf webs shall have bracing installed per BC51 secoons Q3, 7 or t 0Y e Appy plates to each face of ttruss and position as shown above and on the JoinrDetalls, unless noted othenwse. Refer to so -Z for standard plate positions. a division of ITW B itdln ompon nt Gr4y In .shall npt be responsible for any deviation Irom this dr wing an failure to build thecpnformancewith Nslrf I t, or or handurlsl s iippinq, instellabgn and bracing of trussesA seal on th s draws or cover page this rawin indica es acceptance of proTessionar en ineenny re possibility solel r for the dell n sho n. The suitabilityeothissawingoranystructureisaresponsibilityoftheuildngDesignerpeANSIITPI1Sc.2. www atpineitw can, TPI www ipmst org: SBCA www.sbdndustrycom, ICC www A IPLNE 4+mvcnwvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Ply: 1 SEON 76495 / T5 / HIPS Cust• R R8975 JRef 1 W8V89750111 1EENBLDR ' Oty' 1 FROM: ALS DrwNo: 059 18.1233.10249 Truss Label: C4G Klvl / DF 02/28/2018 7' 10'8" 14'4" 21'4" 7' 3'8" 3'8" 7' 5X5 =04 SX5 C D T2 E 21'4" 7'3"8 1 7'3"8 i 618"8 14' 7'4" 21'4" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std' ASCE 7-10 Pg NA Ct' NA CAT NA PP Deflection in loc Udefl L/# Loc R I U / Rw I Rh / RL W TCDL: 17.00 Speed. 150 mph Pf: NA Ce. NA VERT(LL). 0.118 D 999 360 B 2134 /617 I • l - I • 8.0 BCLL 000 Enclosure Closed Lu: NA Cs: NA VERT( L): 0.458 D 881 240 J 2134 /617 / • / - / • 80 BCDL' 1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.047 H Wind reactions based on MWFRS EXP: C Des Ld' 47.00 HORZ L : 0 115 H B Min Br Width Re 1.8gq Mean Height: 15 00 R NCBCLL 0 00 TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2.0 J Min Width Req = 1.8 Soft: 0.00 BCDL: 5.0 psf Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.935 8BearingsB 8 F are rigid surface Load Duration. 1.25 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI: 0.728 Bearings B 8 F require a seat plate. Spacing 24 0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.409 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 0.18 Plate Type(s)' Chords Tens Comp Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17 02.02A 1213.21 Lumber 5-C 1048 -3692 D - E 894 •3255 C - D 893 -3256 E - F 1049 -3691 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f -2.0E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Wedge 20 SP #3' Rt Wedge 2x4 SP #3: B-1 3172 -879 H - F 3171 •880 Lumber value set "1313" uses design values I - H 3534 -1023 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens Comp. Webs Tens. Comp. 1 hip supports 7-0-0 jacks with no webs C • I 1075 -172 D - H 193 •418 Wind I -D 194 •416 H -E 1074 •173 Wind loads and reactions based on MWFRS. IMPORTANT•• FURNISH THIS a division of any n o :• MATE Of •• Q OA ORO' Y'v 0 278",,, ,70N A%- V,f v 02/28/2018 INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Building rang these functions. Installers shaliprowde temporary I lural sheathin9 and bolt m fiord shall hay a pro eir lav br a0 I installed p roBCSIsectlons 133, 7 or 10ymIleJOInl9Deta'Is. unless noted otherwise Refer to' failure to build the I orover pa n. he sui ility ALPINENE mrrwcornv,r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330048 Py: 1 SEON: 76496 / T17 / COMN Cust: R R8975 JRef• 1 W8V89750111 tEENBLDR ' Oly 3 FROM. ALS DrwNo' 059 18 1233 09139 Truss Label: D1 I KM / DF 02/282018 9'4" 14' 18 6 as 4X4E Loading Criteria (psq TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing. 24.0 " 18'8" 1' 9'4" 18.8.. Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category: II EXP' C Mean Height: 23.15 It TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3 00 it Loc. from endwall: not in 9.00 it GCpr 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 1 917' 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 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct. NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s)' WAVE Def11CSl Criteria PP Deflection in loc Udell L/# VERT(LL): 0.038 1 999 360 VERT(TL): 0.1481 999 240 HORZ(LL)' 0.018 1 - HORZ(fL)' 0.044 1 Creep Factor: 2.0 Max TC CSI: 0.312 Max BC CSI: 0.998 Max Web CSI 0 194 VIEW Ver: 17.02.02A.1213.21 zyz ,o'; ATE e: cc, ! ORVD -0 0 278 r iyywONA lonelimi V 02/28 t s 20'0"12 5) Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 995 / 436 / 668 / - 1178 14 0 H 913 /391 /584 /- I- /- Wind reactions based on MWFRS B Min Big Width Req = 1 5 H Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (lbs) Chords Tens.Comp Chords Tens. Comp B - C 641 -1379 E - F 494 -1025 C - D 589 -1268 F - G 591 -1274 D - E 494 -1025 G - H 597 -1389 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp. B-1 1068 -447 I- H 1077 -450 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E-1 510 -226 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fa ncatinq, hhandling9 shi ping installing and bratting Refer to and follow the latest edlticn of SCSI (Building t Safety Information, byY TPI and BCA) hS sa%y practices prior to performing these functions. Installers shall provide temporary BCSI. U9nleLss noted otherwise,top chord shall have pro rIv attached structural shgathing and bo t2r2 hord shall have a properly eAding lasi% sack ece Dani saandt lateral restr int bf webs shall hay braunq Insl811ed pfr Bcl sections Q3, B7 or 810ppTyDDepositionasshownaboveandontieJoinfDetails, un ess noted otherwise Refer to 60A -Z for stan;ard plate positionsi of notes page and these web not be resoonsible for TPI: www failure to build the I or over pa n. he sui ility ALPINENE awmvtawMwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe Ply: I TIEENBLDR r.•N330048 I Oly 1 IFROW ALS97 / T4 / HIPS I KM No/ 059 18.12 028733 0/ 850111 Truss Label: D2 DF 4'8" 9' 14' '( 1818" 4'B" 4'4" 5' 4'8" E 04 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: II Lu: NA Cs: NA EXP. C DDes Ld 47.00Desd- Mean Height: 23.06 R 10.00 TCDL. 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing' 24 0 " C&C Dist a: 3.00 It Rep Factors Used Yes Loc. from endwall: not in 9.00 ft FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 If Slider 2x6 SP #2 N. BLOCK LENGTH = 1 917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' 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 18'8" i * • ATE Qr tiss/ONAL E 0 278 '`"wrwlhluwlj1'`' 02/28/2018 299'12 5) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 995 / 423 / 659 / - / 174 / 4.0 H 913 /379 /575 /-/- Wind reactions based on MWFRS, B Min Brg Width Req = 1.5 H Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B -C 619-1379 E -F 472 -1026 C - D 568 -1268 F - G 569 -1274 D - E 470 -1025 G - H 576 -1389 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B-1 1068 -429 I- H 1077 -432 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp E-1 509 -228 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fYYabricating, handling, shipping installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingSCSI. Unts noted otnenvise,top chord s alll haavpe properrty attache struciturthese l sheathings and bottorlrl e hord shall have arhprorperrY y id ceiling. Locations shown for ermaner}I lateral restraint b1 wgbs shall hams brauna inslalled p?r BCSI sections $3, 87 or 8708e. ADDov plates to each face of truss an tl Dosition as shown above and on the JoinfDetails. unless noteG otherwise. Refer to a division of TPI 1, or form acts tante any structure for any leviation from this drpwin%,a(1 r failure to build the acing q ,trussesA teal on thr; dr3wi q or cover page ionsib!lity solely I the desmon shown. The suitability ALPINE HmvCow,wr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 18'8" 18'8' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg' NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0 038 1 999 360 Lu: NA Cs: NA VERT(TL) 0.148 1 999 240 Snow Duration' NA HORZ(LL) 0 018 1 - - HORZ(TL) 0.044 1 Code I Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 312 TPI Std: 2014 Max BC CSI 0998 Rep Factors Used Yes Max Web CSI. 0.194 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A.1213.21 i * • ATE Qr tiss/ONAL E 0 278 '`"wrwlhluwlj1'`' 02/28/2018 299'12 5) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 995 / 423 / 659 / - / 174 / 4.0 H 913 /379 /575 /-/- Wind reactions based on MWFRS, B Min Brg Width Req = 1.5 H Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B -C 619-1379 E -F 472 -1026 C - D 568 -1268 F - G 569 -1274 D - E 470 -1025 G - H 576 -1389 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B-1 1068 -429 I- H 1077 -432 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp E-1 509 -228 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fYYabricating, handling, shipping installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingSCSI. Unts noted otnenvise,top chord s alll haavpe properrty attache struciturthesel sheathings and bottorlrl e hord shall have arhprorperrY y id ceiling. Locations shown for ermaner}I lateral restraint b1 wgbs shall hams brauna inslalled p?r BCSI sections $3, 87 or 8708e. ADDov plates to each face of truss an tl Dosition as shown above and on the JoinfDetails. unless noteG otherwise. Refer to a division of TPI 1, or form acts tante any structure for any leviation from this drpwin%,a(1 r failure to build the acing q ,trussesA teal on thr; dr3wi q or cover page ionsib!lity solely I the desmon shown. The suitability ALPINE HmvCow,wr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number:" N330048I Ply: 1 I SEON. 76498 / T2 / HIPS I Cust• R R8975 JRef• 1 W8V89750111 iEENBLDR Ory 1 FROM. ALS DrwNo: 059.18.1233.08608 Truss Label: D3 KM / OF 02/28/2018 7'11 8„ 18.8., T 4'8" 7' 4X8 =4X6 D E Loading Criteria (psr) TCLL: 2000 TCDL 1700 BCLL 0.00 BCDL. 10.00 Des L67 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0" 18'8" 7'1"12 4'2"12 71"8 1 7'1"12 11'4"8 1818" 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 It GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 U Slider 2x6 SP #2 N BLOCK LENGTH = 1 917' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 1 917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 20'0"12 5) Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W PI: NA Ce NA VERT(LL): -0.097 F 999 360 B 995 /427 /670 / - /139 /4,0 Lu. NA Cs: NA VERT(TL): 0.181 F 999 240 G 913 / 384 1586 / - / - / - Snow Duration. NA HORZ(LL): -0.070 C - Wind reactions based on MWFRS HORZ(TL): 0 080 C B Min Brg Width Req = 1 5 Code I Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = - Bldg Code FBC 6th.ed 20V Max TC CSI. 0.600 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.594 Rep Factors Used: Yes Max Web CSI. 0.168 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply Jibs) FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens. Comp, Plate Type(s). WAVE VIEW Ver: 17 02.02A.1213.21 B - C 623 -1334 E - F 569 -1222 C - D 564 -1220 F - G 582 -1345 D -E 579-1015 NATE OF 0 278 02n8n01 s IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide tempora bot%% hord shall have a proge Atp r BCI sections ¢3, 137 or 81 , e'ss noted otherwise. Refer to any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - I 1005 - 405 H - G 1009 - 398 I- H 1008 -404 failure to build the or eresuT.gbility ALPINENE m rrwcrIMIWA' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job tEENBLDR Number: N330048 01y 1 I FROM. ALS88 / T8 / HIPS I KM No DF9 1812 3.09/ 209850111 Truss Label: D4 5 9'4" 13,8„ 18,8„ 5' 4'4" 4'4" 5' 4X4 D 04 E 4X4 F f- 1 6181,10 6'8"10 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL, 17.00 Speed: 150 mph BCLL. 000 Enclosure: Closed BCDL. 10.00 Risk Category II HORZ(TL): 0 044 1 - - C Des Ld 47.00 Mean Height. 22.06 ItMea NCBCLL: 10.00 TCDL' 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a, 3.00 ft Loc from endwall not in 4.50 it VIEW Ver: 17 02.02A.1213.21 GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C8C member design. 18'8" 57'12 11'11"6 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL): 0 044 E 999 360 Lu NA Cs. NA VERT(fL): 0.170 E 999 240 Snow Duration, NA HORZ(LL): 0.021 G - HORZ(TL): 0 044 1 - - Code I Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th ed 201 Max TC CSI. 0.294 TPI Std: 2014 Max BC CSI: 0.572 Rep Factors Used: Yes Max Web CSI: 0.140 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.02A.1213.21 ATE G,, ••.....•• G *V 110 278 "r"' 4rtlQYltuu p 02/28/2018 6'8"10 120'0"12 5) WIT, Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 995 /420 /662 / - /105 /40 H 913 /378 /578 /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 H Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 664 -1357 E - F 631 -1213 C -D 601 -1263 F -G 610 -1268 D -E 633 -1208 G -H 610 -1357 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 1057 -453 I - H 1065 -449 J-1 1362 -565 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9r fire extreme care in fabncatin h ndlin9 shiupin installing,and bracing. , Refer to and follow the latest edition of BCSI (Building t 5 fe! Information, byY TPI an S CA) far safety radices prior to performing these functions. Installers shall provide temporary B SI., Unless not olherwise,top chord shallhaveproperty attached structural sheathing and bpott2rrl or cd ns haveB7 oro e0; 1 id ceiling Locations shown for ermanent lateral restraintif webs shall hav brecin ins Iled r BG Is ry e. ApD7q DlatBs to each face ofPtruss and position as shown above and on the Joini9Details, unless noted otherwise. Refer to 60A -Z for standard plate positions ivision of ITW B it 11n ompon ntS Grqqup In . shall not be reSpori le for any deviation from this drawing art failure to build theiformancewithX51 1 1, or or handurf s iippma, nstallatidn an bracing gf,trussesA sseal on thi; drawiXq or over pagge, rawing indicates acceptance pIf proTessionar en in4ering re ponsrbih solei for the design shown. he suifabrhty t this drawing for any structure is the responsibility of the Build1ng DesigiSer peNNSIITPI 1 SEc.2. ALPINENE M IM'COMMIN 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330048 Ply: 1 SEON. 76500 / T46 /HIPS Cust: R R8975 JRef. 1 WOVS9750111 iEENBLDR ' Oly. 1 FROM. ALS DrwNo, 059 18 1233.09859 Truss Label: D5G I KM / OF 02/28/2018 18'8" 1 3'1"12 6'2"4 6'74 31"12 1, 31"12 9'4" 15'6"4 1818" Loading Criteria (psq 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: 21.56 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" C&C Dist a: 3.00 R Loc. from endwall. NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Lumber value set "13121" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 3-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) 3• Maximum Reactions (lbs) 9'4" i 1518„ 18,8„ PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL) 0.098 E 999 360 B 1114 /454 / - / • / - 12 4X8 1112X4 4X8 4.0 g D E F 04X44X4 B Min Big Width Req = 1.5 Code / Misc Criteria T C Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.851 Bearings B 8 M are a rigid surface. G in B Rep Factors Used- No Max Web CSI. 0.446 Members not listed have forces less than 375# H N T A FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): I 1 in WAVE VIEW Ver 17.02.02A.121321 B - C 609 -1564 E - F 915 -23% 20'0"12U C - D 564 -1483 F - G 564 -1483 L K J M 1113X12(E5) 1112X4 5X8 1112X4 1113X12(E5) 18'8" 1 3'1"12 6'2"4 6'74 31"12 1, 31"12 9'4" 15'6"4 1818" Loading Criteria (psq 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: 21.56 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" C&C Dist a: 3.00 R Loc. from endwall. NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Lumber value set "13121" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 3-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL) 0.098 E 999 360 B 1114 /454 / - / • / - 4.0 Lu: NA Cs: NA VERTi 0.381 E 934 240 M 1114 /454 / - / • / - 4.0 Snow Duration, NA HORZi 0.020 J - - Wind reactions based on MWFRS HORZ(TL) 0.050 J B Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 M Min Brg Width Req = 1.5 Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.851 Bearings B 8 M are a rigid surface. TPI Std: 2014 Max BC CSI 0.539 Rep Factors Used- No Max Web CSI. 0.446 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17.02.02A.121321 B - C 609 -1564 E - F 915 -23% C - D 564 -1483 F - G 564 -1483 D - E 915 -2356 G - H 609 -1564 p,S JOa ss ,o't y`ATE OFAlp per• k, , 0278 ° IISIONAt 02/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1246 -478 K - J 1249 -472 L- K 1249 -472 J- H 1246 -478 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. D - K 1171 -468 K - F 1171 -468 E - K 384 -611 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating hh ndlin shicpin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an S CA) t$r safety racllces prior to performing these functions Installers shall provide temporary bracing erOBGSI Unless noted olherwise,t p chordhallehave property a chl structural she thing and poe11%%g or c ons Bar B7 oroperl_yaHachgdnlpldceilin . Locations shown for ermane t lac ral restraint bf w bs s al hav brJ qnf mslalled I r Bc se B o as app Ira e. Appy places to each face, o truss an position as shown a ove and on tI a oin Details, un ess noteo otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpin a division of ITW Buildl'n om onentsS GrppuDp InC shall not be re;ponsi?e for anydeviation from this dr wing any failure to build the MMC truss In conformance with ANSI I 1, r for handllrfsL shipping, installatlbn and bracing f trussesA Seal on chis dr W1,21 or over page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro'iessionar en sneering responstbilily solely for the desi n shown. The suitability Suite 150anduseofthisrowingforanystructureisaresponsibilitfoftheBuildingDesigrferpeANSI/TPI 1 Slbc.2. For more information see Nis ob's eneral notes a end these web sites ALPINE: www al neitw Com. TPI: www t msi.or . SBCA: www.sbrindus .com• ICC: wwwkessfe Orlando FL, 32837 Job Number: N330048I Py 1 I SEON 76501 / T48 / HIPS I Cust. R R8975 JRef* 1 W8V897501 It 1EENBLOR Qty: 1 FROM ALS DrwNo: 059.18.1233.10826 Truss Label: L7 KM / OF 02/28/2018 7' 9' 16' r 7' 2' 7' - i 4X6 = 4X6 12 C T2 D 4 p B E c 4U F Ig.4., H G 1 3X6(A1) 1112X4 1112X4 = 3X6(A1) 18' 1 7T'12 7112 118"8 7T'12 1, 8'10"4 16' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) De0/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: 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): 0.086 G 999 360 B 1428 / 715 / - / - / - /80 BCLL: 000 Enclosure: Part. Enc. Lu NA Cs NA VERT(TL): 0.322 G 922 240 E 1428 / 715 / - / - / - /80 BCDL. 10.00 Risk Category: II Snow Duration, NA HORZ(LL): 0.027 G - Wind reactions based on MWFRS Des Ld. 47.00 EXP C HORZ(rL): 0.064 G B Min Brg Width Req = 1.7 Mean Height: 15 00 R NCBCLL 0.00 TCDL 4 2 psi Code I Misc Criteria Creep Factor: 2.0P E Min Brg Width Req = 1.7 Soffit: 0.00 BCDL: 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.817 Bearings 8 & E are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 Bearings B 8 E require a seat plate. Spacing: 24 0 " C&C Dist a. 3.00 it 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)/l0(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: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 .T2 2x4 SP #2 N. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values B - 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 )acks 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. duo. tit3ati i ATE C O.c; •. . OR .•' 027844rss ONAL ``_ aVF y" rwwrtrww twip° 02/28/2 18 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin h ndlln shiupin installing and bracing. , Refer to and follow the latest edition of BCSI (Building t BO fety Information, by TPI an'S CA) f) safety ractices prior to performing these functions. Installers shall provide temporaryBOSIUnlessnotedotherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly CId ceilin Locations shown for ermanent lateral restraint 6f w bs shall hav braacing nss%lied p r BC I sections 63, B7 or 810, App?ii plates to each face olptruss and Position as shown aebove and on file Joinh etalis, unless noted otherwise. Refer to a division of ITW Bt1 ild11n omponents Group In .,shall not be re;ponslple for any deviation from this drawing any failure to build the conf0rmance with ANSIl 11, or for handlirlq shinpinq, InSlallatlt5n and bracing 0f crussesA seal on this drawing or cover page this r' is indicaes acceptance of proTessionar en sneering respponsrbiliri soleN for the desiggn shown. The suitability e of this wing or any structure is a responsibilit of the uflding Desig er pe ANSIffPI 1 SEa2. mformabon see this lob's general notes page and these web sites: ALPINE' www.alpine4w.com; TPI: www Vinst org; SBCA: www sbcindustry com; ICC' www iccsal ALPINE 2400 Lake Orange Dr. Suite 1150 Orlando FL, 32837 Job Number: N330048 I Ply: 1 I SEON 76502 / T34 / COMM Cust• R R8975 JRef• 1 W8V89750111 iEENBLDR . Oty: 1 FROM RAA Dnallo: 059.18.1233.10124 Truss Label: E1 KM / OF 02/28/2018 Loading Criteria (psi) TOLL' 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld. 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration. 1 25 Spacing, 24 0 " i 4'7• 9'_jt'4• a'7• 4'5- 71'B 98, 04x4 m2x4 D E 64A4 i^ 5'9-11 i 516.5 -i t, + 591 t 571 ,4•tl 5'9.1 t 10' 11.12 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 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc from endwall. Any GCpr 0.18 Wind Duration. 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure. THIS DRAWI any Snow Criteria (Pg,Pt in PSF) Dell/CSI Criteria Maximum Reactions (lbs) 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): 0.001 C 999 360 B 372 / 70 /295 / - /190 /80 Lu: NA Cs' NA VERT(TL): 0.003 H 999 240 H 562 /162 /420 / - / - 111.3 Snow Duration- NA HORZ(LL): -0 002 G - - F 258 /109 /172 / • / - / - HORZ(fL): 0 003 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 Bldg Code FBC 6th.ed 201 Max TC CSI 0 386 H Min Brg Width Req = 1.5 TPI Std 2014 Max BC CSI: 0.341 F Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.128 Bearings B & H are a rigid surface. Bearings B 8 H require a seat plate. FT/RT:20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver: 17.02.02A.1213.21 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - H 430 •366 T' i o ATE OOR a S/ o 278 y, 0 Np l wr tnuwa+vim 02/28/2018 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS fad%des p^or lobpeAopmi^gethese (u^ctoons Installers shaloprovldeSer( nporeirnYg e pro r% attached structural shgathing and botl2m hord shall have a properly restr in bf webs shall hav braunar1 ms1811ed p r BCI secbons Q3, B7 or B10asshownaboveandonttaaoinfDetails, unless noted otherwise. Refer to II not be respponsiple for any aviation from this drpwinq an failure to build the ta, mgtpIlatrbn and bracing u trussesA eal on thi; d 3wiXa or over page rQ engineenng responsibility solely_ or the desIgn shown. fThe sui Q bility ALPINE mm 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job SEON 8975 AENBLDRNumber. N330048 I Oty 1 (FROM; RAA3 / T36 / COMM Dr No 10591812 309 209850111 Truss Label: E202 Loading Criteria (psi) TCLL 20.00 TCDL. 1700 BCLL- 000 BCDL' 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration, 1.25 Spacing: 24.0 " Lumber 510.12 11.191 510.12 Sru e 2x1D 12 041 8 p N 0 B A » 91• JFE 004(B1) . 1X1 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 psi 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 1114 5'9• 10'11-12 ,•, 111• Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT NF 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.011 G 999 360 VERT(TL): 0.042 G 999 240 HORZ(LL)' 0 005 F - - HORZ(TL)' 0 012 F Creep Factor 2.0 Max TC CSI 0 659 Max BC CSI' 0.412 Max Web CSI: 0.489 VIEW Ver: 17.02.02A.1213.21 s„o9; ATE NA 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 639 /• /164 /- I- /8.0 E 545 /• /164/ - Wind reactions based on MWFRS B Mm Brg Width Req = 1.5 E Mm Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 0 -742 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 aulre extreme care In fabrlcat n h andlm9 shl pin Installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SeCA) rar safety radlces prior to performing these functions. Installers shall provide temporary BCSI.• Unless noted o erwise,top chord shall have pro attached structural shealhmg and bolt2m ord Shall hav a proper Netd ceiling Locations shown forpermanerlt lateral restraint f webs shall havg braunq installed pr BC I sections Q3, 7 or B10yADDvplatestoeachfaceoItrussanGdpositionasshownaboveandontheJomrDetalls, unless noted otherwise Refer to any TPI his drawin anr1 failure to build the on thrg dr wiX or cover po Le e design shown. The suitability A IPLNE M IMCOMMJfI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 I Ply 1 I SEON: 76504 / T45 / MONOI Cust. R R8975 JRef. 1 W8V89750111 fEENBLDR * Oly' 1 FROM. ALS DnvNo: 059.18 1233 09717 Truss Label: MG1 KM / DF 0288/2018 Loading Criteria (psf) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " Lumber T 1 1113 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP. C Mean Height: 22.81 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N' BLOCK LENGTH = 1 917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 pit at 7.00 BC: From 10 pit at 0.00 to 10 plf at 7.00 PLB 913 Ib Conc Load at (0 23,20.10), (2.23,20 10) 4 23,20.10), (6.23,20. 10) Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 4 75"12 3'64 7' Snow Criteria (Pg,Pf in PSF) Pg' NA Ct NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE in v 20'012 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.132 B 637 360 VERT(TL): 0 276 B 477 240 HORZ(LL): -0.080 B - HORZ(TL): 0.100 B Creep Factor: 2.0 Max TC CSI 0 865 Max BC CSI. 0.971 Max Web CSI: 0.912 VIEW Ver. 17.02.02A.1213.21 a EO a ao Z a'•.`rs'/pNAI 02/28/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W F 2275 /987 / - / - 1- /4.0 D 1992 /879 /- /- /- Wind reactions based on MWFRS F Min Brg Width Req = 3.2 D Min Big 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 1037 -1909 B - C 791 -1839 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. A - E 1610 -672 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. E - C 2394 -1002 C - D 579 -1238 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shippin ingtalling,and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY Plan BCA) A' safety ractices prior to perfo ming these functions Installers shall provide temporary SCSI Unless noted olhervvise,top chord shall have properly attached structural sheathin and bpott2m(,I sd shall hhaveBa porogeVidceilinLocationsshownforermanentlateralrestrAmtfwebsshallhavebrawninsIledrBecBB00 e App y Places to each face, ofPtruss and position as shown above and on the Join! Details, unless noted otherwise. Refer to 60A•Z for standard plate positions. vision of ITW Build omponents Group InC. shall not be re;ponsi le for any eviation from this drawing any failure to build the iformance with ANVh 11, or for handlirfq shipping, Inst Ilatidn an bracing q ,trussesA eat on this drawiit or cover page , drawing indicates acceptance of proTessionar en ineenn reponsibrlity soleN or the desi n shoyJn. The suitability rf this drawing for any structure is the responsibilit? of the Build ng Designer pe/ANSI/fP1 1 S c.2. ALPINE mrrwcdwnxi 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330048 Py. 1 SEON• 76505 / T55 / VAL I Cust: R R8975 JRef. 1 W8V89750111 Ir ENBLDR Oty: 1 FROM• ALS DrwNo. 059.18.1233 10921 Truss Label: MV3 I I KM / DF 02/28/2018 Loading Criteria (psQ TCLL: 20.00 TCDL: 17.00 BCLL- 000 BCDL' 10.00 Des Ld. 47.00 NCBCLL 1000 Soft: 0.00 Load Duration: 1.25 Spacing, 24 0 " 01. 1112X4 B 12 6 v 0 ih 4X4(D1) A 21'6"8 CD 1113X6 Wind Criteria Wind Std. ASCE 7.10 Speed 150 mph Enclosure: Part. Enc. Risk Category: II EXP. C Mean Height: 23 21 it TCDL 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 It Loc. from endwall: not in 9.00 it GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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 . ANT" FURNISH THIS DRAWING any 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NI Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl Ufl VERT(LL): NA VERT(TL): NA HORZ(LL): •0 012 C HORZ(rL): 0.026 C Creep Factor. 2.0 Max TC CSI: 0.581 Max BC CSI 0.502 Max Web CSI 0.253 VIEW Ver: 17.02.02A.1213.21 Maximum Reactions (Ibs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 98 /44 /89 /- /16 /72.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a ngid surface. Members not listed have forces less than 37511 sY.pt ATE 0NO- ft0 278 p'ip •'••.•. e.. 02/28 18 S ON THIS DRAWINGI tACTORS INCLUDING THE INSTALLERS Ind bracin Refer to and follow the latest edition of BCSI (Building it to performing these functions. Installers shall provide temporary lathed structural sheathingg and bottom hord Shall have a properly hr bs shall hay br8cing installed p r BC`Ise ctions $3, B7 or 810 oveband on I edJoin`Details, unless noted otherwise. Refer to ALPINE Pn°and (bracing q?,1rusesAfrealton thiswdr wiiXgforucrove buildagehe mmc a Dr. inq responsibilittyv sole )vv for the den shown. The suitability 2400 Lake Orange Dr. z Building Desigrfer perANSI/TPI 1111c.2. Suite 150 al meitw com: TPI www.i insi org. sack www.sbcindus .com; ICC: www.i=afe.org Orlando FL, 32837 Job Number:. N330048I Ply 1 I SEAN: 76506 / T54 / VAL I Cust. RR8975 JRef. 1W8V89750111 YEENBLDR Qty 2 FROM ALS DrwNo: 059.18.1233.10827 Truss Label: MV2 KM / DF 02/28/2018 Loading Criteria (psi) TCLL. 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL- 1000 Soffit: 0.00 Load Duration. 1 25 Spacing: 24.0 " M -Z Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category* II EXP. C Mean Height, 15 00 fl TCDL' 4.2 psf BCDL. 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc from endwall. not in 9 00 ft GCpr 0.55 Wind Duration 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 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. 12 1112X4 B 6 v A4X4( D1) N 10'4"2 CD 1112X4 4' 4' 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL). -0 003 C HORZ(TL). 0.008 C Creep Factor, 2.0 Max TC CSI: 0.237 Max BC CSI 0.188 Max Web CSI: 0.086 VIEW Ver. 17.02 02A 1213 21 i ,o : MATE OF VA FS s •.....• 0 278 %NYA._ONA1. _ 02/28/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /41 /87 /- /16 /48.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fatLri tiny, h ndlin9g, shipping, installing•and braGnp. , Refer to and follow the latest edition of BCSI (BuildingISfetyInformation, by Fan SCA) fbr sa ey practices prior to perto ming these functions. Installers shall provide temporary r BSI.. Unless noted olnerwise,top chord shall have pro attached structural sheathing and bottom hord shall have a pro eriy Weceilinq Locations shown for ermanent lateral rests nt bf webs shall have bracjn installed per BCI secoons 83, 137 or 10, f e _ Apply plates to each face. o truss and position as s lown above and on the JoinigDetails, unless noted otherwise. Refer to shall not failure to buildthe I r cover ALPINE u+mvcoMrun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330048 Ply: 1 SEAN, 76507 / T3 / VAL Cusl. RR8975 JRef. 1W8V89750111 iEENBLDR Qty. 2 FROM: ALS DrwNo: 059.18.1233.10951 Truss Label: MV1 KM / DF 02/28/2018 12 6 F7- 1112X4 B 4X4(D1) T A v 0 a4 Li 23'6"8 I CD 1112X4 i' 2' 2' 2' Loading Criteria (pst) Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL' 20.00 Wind Std. ASCE 7.110 Pg' NA CP NA CAT, NA PP Deflection in loc Uden L/# Loc R /U / Rw / Rh / RL /W 97 / 37 / 80 / • /12 124 0TCDL: 17.00 Speed. 150 mph pf NA Ce: NA VERT(LL). NA BCLL: 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(TL): Cf): NA Windind reactions based on MWFRS BCDL. 10.00 Risk Category IIgry Snow Duration: NA HORZ(LL): -0.000 C D Min Brg Width Req = - Des Ld 47.00 EXP. C HORZiL . 0 001 C BearingA is rigid surface. ag Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 24.211 R TCDL: psf Creep Factor: 2.0 Soffit 0.00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.042 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- 0.045 Spacing: 24.0 " C&C Dist a. 3 00 n Rep Factors Used: Yes Max Web CSI: 0.024 Loc. from endwall• not in 9 00 ft FT/RT:20(0)/10(0) GCpr 0.55 Plate Type(s): VIEW Ver. 17.02.02A.1213.21WindDuration160WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others IMPORTANT" FURNISH quire extreme care in fabncati I Safety Information, by TPI a any orp,S Oa•'J I= „o :• FATE OF o 0 278 '4SIONA` rkrr1ftaW1611% 02/28/2018 to THEINSTALLERS of failure to buildthe I The vesuability ALPINE N+mvcowwri 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number. N330048 I Py 1 I SEON: 76543 / T28 / EJAC I Cust. R R8975 JRef. 1 W8V89750111 tEENBLDR Gly. 5 FROM RAA DnwNo. 059.18.1233 09218 Truss Label: EJ7 KM / DF 02/28/2018 Loading Criteria (ps0 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 " C 13'0"14 1, Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP. C Mean Height: 15 00 R TCDL- 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall Any GCpr 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 "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"0.0", min. toe -nails at top chord Provide (2) 0.131'k3.0", min. toe -nails at bottom chord 7' 7' Snow Criteria (P9,Pr in PSF) Pg: NA CC NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code / Mist Criteria Bldg Code: FBC 61h.ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl1C81 Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(fL): NA HORZ(LL): 0 012 D HORZ(fL): 0.028 D Creep Factor: 2.0 Max TC CSI: 0.844 Max BC CSI: 0.596 Max Web CSI: 0.000 VIEW Ver: 17 02 02A.1213 21 zys ,'; ATE 3 0 278 -ss oIVAL-`_o 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 /91 /346 /- /152 /80 D 136 /8 /103 /- /- /15 C 250 / 122 /159 / - / - /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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 99uire extreme care in la ricatingg, handling, shinpin in talling,and bracing.. Refer to and fgllow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an a SBCA) fi5 safety ractices prior to performing these functions. Installers shall provide temporary r SCSI., Unless noted olherwise.top chord shall have property attached structural sheathing and bpottQrrl ord Uons ha a oroerlyVceihnLocationsshownforermanentlateralrestraintfwebsshallhavebraacinginsIledr6cseco ae. Apply Plates to each face ofptruss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of shall not be re ponsi le for any deviation from this drawing ar v failure to build the ppm?, instpllabon an bracing gf,trussesA seal on this dr3wirig or cover pa onaff gnginegnng responsib111ty solety_tor the desmon shown. The at www aipineaw com, TPI www.tpmsl org: SBCA: www.abondustry.com, ICC www ALPINENE 1W IIw C6Al111f! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 I Py. 1 I SEON• 76509 / T21 / EJAC I Cust. R R8975 JRef. 1 W8V89750111 fEENBLDR Oty 2 FROM: ALS DrwNo: 059.18.1233.10030 Truss Label: E.15 KM / DF 02/28/2018 Loading Criteria (psi) TCLL' 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T V'6 f C 4X4(B1) 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 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc. from endwall: Any GCpi: 0.55 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT- NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT( Q' 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 p.S Oa J06 12 is • ATE F •.C O R P' C•• C t 0 278 s;IVAL 02/28/2018 12'0"14 U') M ih Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 337 /119 /321 /- /114 /8.0 D 97 /47 /115 /- /- /1.5 C 174 /89 /112 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gg4ig extreme care io fabricating, handling sIt in installing.and bracing. _Refer to and follow the latest edition of SCSI (Building f 5 Eery Information, by TPI an0 SBCA) tb) safety racllces pnor to performing these functions. Installers shall prowde temporary BSI., Unless noted o erwise,top chord shall have proDerN attached structural sheathing and bottom hord shall have a probe y aid ceiling Locations shown for ermanent lateral restraint bf webs shall hav br88cjnoo Installed p r BCI sections !}3, B7 or 810, fte._ ApDTY Dlates to each face otPruss and Position as shown above and on the JomrDetails, unless noted othervvlse. Refer to shall not and these web sites: TPI: failure to buildthe n r WeesuLability ALPINENE MMnwmWN!! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number:. N330048 TEENBLDR Truss Label, EJ5A Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL: 000 BCDL. 1000 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration 1 25 Spacing 24 0 " T 6"6 i Ply 1 SEON• 76510 / T19 / EJAC Cust• RR8975 JRef. 1W8V89750111 Oly 1 FROM• ALS DrwNo. 059.18.1233.09858 KM / OF 02/28/2018 B 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 psi 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: 0.55 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 "l 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X4(81) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 5' 5' Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL): NA Snow Duration NA HORZ(LL): -0 004 B HORZ(TL): 0 009 C Code / Misc Criteria Creep Factor: 2 0 Bldg Code. FBC 6th.ed 201 Max TC CSI, 0.482 TPI Std 2014 Max BC CSI: 0.306 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 IMPORTANT— FURNISH THIS DRAWING TO ALL any O.••'J SF'•• - Ii a • o. 648 • 3*; ATE ry •••r..•• V 0 278 11114 ZONAL o 4m 11481" wu 02/28/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W A' 176 /71 /177 /- /56 /200 C 54 /25 /66 /- /- /15 B 172 /86 /108 /- /- /1.5 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate Members not listed have forces less than 375# S ON THIS DRAWING1 MCTORS INCLUDING THE INSTALLERS ind bracln Refer to and follow the latest edition of BCSI (Building it to perfoioming these functions. Installers shall provide temporary Cached structural sheathing and boltQm F1ord ghall hav a pro erly rebs shall hav bracing insl@fled p r SCSI sBCUons B3, 7 or 10aboveandonttaaoin9Details, unless noted otherwise. Refer to Donsihle for any Deviation from this drawing an, failure to build the in and bracing o ,lrussesA eal on this dir wi g or cover pa e my fespo jsrbility soley orr &Oesjn shoWn. The suitability ALPINENE m mCOMMM' 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330048 I Py: 1 FROWRAA SEON• 76511 / T23 / JACK Cust: R R8975 JRef 1WBV89750111 TEENBLDR Oty. 4 DrwNo. 059.18.1233.09109 Truss Label: CJ5 KM / DF 02/28/2018 Loading Criteria (psf) TCLL: 2000 TCDL 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 1 _ 5' _! 1 r 5, - Wind Criteria Wind Std ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15 00 R TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall. Any GCpi: 0 18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 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,P1 in PSF) Pg NA Ct NA CAT: W PL 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 Dell/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0 004 D HORZ( L): 0.010 D Creep Factor 2.0 Max TC CSP 0.688 Max BC CSI: 0.306 Max Web CSI 0.000 VIEW Ver, 17 02 02A.1213.21 r i ATE 94. pc.•FZ OR,pP.; . y%,,, •••.....••• SS DNA1. 0 278 '''ww+,„nwtwt l 1! 02/28/2018 12'0"14 u7r i7 Cl) 9,4„ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 / 74 /275 I - 1114 18.0 D 97 /5 /73 /- /- /1.5 C 174 /86 /109 /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reire extreme care in fabricatin handling, ship& installing and bracing. , Refer to and follow the latest edition of BCSI (BuildignComponent5fetyInformation, by TPI an'SBCA) f8) sagely Rractices prior to performing these functions. Installers shall provide terhporarY brach999 Der BSI., Unless noted o erwlse,top chord shall have proRerly attached structural sheathing and boltQrT hord ghall have a pro er y attachgrl n id ceillna. Locations shown for lateral resiramt of webs shall have braclnq nst811ed pgr BC I s ctions B3, 137 or 10. as app Ica e. Apply rtBs to each face o truss and position as shown above and on the Joint etalls, un ess note otherwise.. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine,a division of ITW Bu1ildl1%QCom n ntg Gropup InC shall not be respDonsiple for an deviation from this drawing a Y failure to build thetrusconformancewithPiN51lTPI1 (nor handllrfq shi ping, installation and bracing y f trusseSA peal on this dr8wiing or cover page 2400 Lake Orange Dry sting this drawing indicates acceptance o1 pro ess onalq en ineenng responsibility soleiv for the desi n shov7n. The suitability Suite 150andGseofthisthawingforanystructureismeresponsibilitoftheBuildingDesigrSerperANSI/TPI 1 S c.2. Orlando Fl, 32837Formoremrormabonseethisob's neral notes and these web saes. ALPINE: www.al meitw com: TPI www 'nst org. SSCA: www.sbandvs com. ICC www.icrsate.org Job Numbers N330048I Ply 1 FROM.RAA SECiN• 76512 / T29 / JACK I Cust• R R8975 JRef: 1WSV89750111 fEENBLDR City: 4 DrwNo: 059 18 1233 09295 Truss Label: C.13 KM / DF 02/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL 1700 BCLL. 000 BCDL: 1000 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing, 24 0 " T 6"6 i C I — 1' Wind Criteria Wind Std. ASCE 7.10 Speed: 150 mph Enclosure. Part. Enc. Risk Category: II EXP. C Mean Height. 15.00 it TCDL' 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc from endwall: Any GCpr 0.55 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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. 3' 3' 77 11'0"14 to u') 0 N M N 9r4" Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg' NA CC NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL). NA Lu. NA Cs: NA VERT(TL). NA Snow Duration. NA HORZ(LL). -0.001 C HORZ( L): 0.001 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI. 0.250 TPI Std: 2014 Max BC CSI: 0.101 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.02A.1213.21 I 1W Sg On•'JY` M o VATE OF 9 0 278 Nwryluwtual>i1° 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 245 / 85 / 236 I - / 75 / 8.0 D 56 /27 /67 /- I• /15 C 97 /51 /59 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS t i e ?x nmemat e i ba ri ang handlin9 shipping insI fling. I bracing. Refer to and follow the latest edition of BCSI (Building YY d SBCA r0'r sate Practices pnor to performing these functions Installers shall provide terhporarY BCSI Unless noted ovlerwise,top chord shall have proDerN attached structural sheathing and bottom hord shall have a pro[erly id ceilingq. Locations shown for permanent lateral restraint til webs shall hav braarip ristelled pfr BcSl sections ¢3, B7 or 810, e _ AppTy plates to each face_ of truss and position as shown above and on 1 1e Om Details, un ess noted otherwise. Refer to a division of rl MI 1, or for n acceptance any structure more mformabon see web TPI. www his drawin all failure to build the on thi dr, q or cover pgge , e des gn sho n. The sur bihty ALPINE mnwCQVMJM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330048 I Py. 1 I SEON- 76513 / T30 /JACK I Cusi. R R8975 JRef. 1 W8V89750111 fEENBLDR Qty: 4 FROM'RAA DnvNo 059 18.1233 09123 Truss Label: CJ1 KM / OF 02/28/2018 Loading Criteria (psf) TCLL' 2000 TCDL: 17.00 BCLL: 0.00 BCDL' 1000 Des Ld* 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0 " T 6"6 I 12 6 F7- C Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall Any GCpi: 0 55 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'x3.0", min toe -nails at top chord Provide (2) 0.131'0.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg' NA Ct, NA CAT W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T T F CD Defl/CSI Criteria PP Deflection in loc Udeff U# VERT(LL). NA VERT( L): NA HORZ(LL)- -0 000 C HORZ(fL): 0.001 C Creep Factor 2 0 Max TC CSI: 0.170 Max BC CSI: 0.020 Max Web CSI: 0.000 VIEW Ver. 17.02 02A.1213.21 51( ss.tp9; ATE 0 4 j 0 278 AA/ONAI E WrwtMututt,attb 02/28/2018 10'0"14 914" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 181 /65 /179 /- /37 /80 D 14 /13 /22 /- /- /1.5 C -6 /21 /17 /• /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B Is a rigid surface:. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme rein fa¢ ld ting, h n . ipping, installing.and bracing. , Refer to and follow the latest edition of BCSI (Building t S fety Information, byY PI an S ) t8 Eery practices pnor to performing these functions. Installers shall provide temporarryy BSI , Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a properl aid ceiiinaq Locations shown for rmanenI lateral restraint bf webs shall have braan Installed p r BCSI sections Q3, 7 or 610Y s e. AppTy lates to each face_ of russ ana position as shown above and on the Joini9Details, unless noted otherwise. Refer to 60A•Z f standard plate positions. a division of ITW Build n omponentS Grpup In shall not be reS onslble for any deviation from this drawin ally failure to build tthe conformance with AN I/ 11, or for handlirSg shipping, Installation and bradng q( trussesA Seal on thrs dr3wirlg o1 C_he g ag bilithisdrawingindicatesacceptanceqtroessonceensneeringrespons7b(Ifty solely for the design shown. T Ca ty le of this drawing for any structure Is the responsibilit of the Building Desrgrier pefANSIITPI 1 S c.2. TPI www.lpinst.org. SBCA: www.sbondustry.com: ICC: www 1.4964, ALPINE Mrw r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330048 I Py: 1 I SEON: 76514 / T24 / HIP_ I Cust. R R8975 JRef. 1 V48VS9750111 tEENBLDR Oly, 2 FROM, ALS Dnallo: 059.18.1233.10031 Truss Label: HJ7 KM / DF 02/28/2018 T 63 Loading Criteria (psr) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL 10.00 Des Ld 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration, 1.25 Spacing. 24.0 " 572 9110"1 572 47'15 C F--- 1,5„ 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 psl BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall. NA GCpi: 0 18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot 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) 0.162'7(3 5", min toe -nails at bottom chord. 9'4"l 1 9'4"11 Snow Criteria (Pg,Pr 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 61h.ed 201 TPI Std: 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s), WAVE 1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL): 0.021 C 999 360 B 501 /169 /. 1. /. VERT(TQ: VERT(fL): 0.081 C 999 240 E 424 /48 1- /0 /0 HORZ(LL)- 0.009 D - D 317 /159 /- /- / - HORZ(TL): 0 011 D Wind reactions based on MWFRS Creep Factor. 2.0 B Min Big Width Req = 1.5 Max TC CSI: 0 836 E Min Brg Width Req = - Max BC CSI: 0.632 D Min Brg Width Req = - Max Web CSI 0 365 Bearing B is a rigid surface. Bearing B requires a seat plate. W 10.6 15 1.5 Members not listed have forces less than 375# VIEW Ver 17.02 02A.1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 311 -714 pS O u• J VATE OF ic;••:cLOR\'Q 0'" 4 SZONAL E k0 278 41, 0, 02/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 6% - 277 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 304 -722 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hhandling, ship Ing installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI and SBCA) t$r saiy practices prior to performing these functions. Installers shall provide temporary BCSI._ Unless noted otherwise,top chord shall have proP,erly attached structural sheathing and bolt m hord shall hav a properlyidceilingLocationsshownfor ermanent lateral restrftnt bf wgbs shall have braa in installed pgr C l sections 133, b7 or Bio e _ Apply plates to each face of truss and position as shown above and on the JOinrDetads, unless noted otherwise. Defer to a division of F I rl 1, or Tor nanoun sni p acceptance of Koless or any structure is the respon val notes page and these web saes: for failure to buildthe or The sung bility ALPINE rmvcaw,. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number:" N330048 I Py. 1 I SEON. 76515 / T14 / HIP_ I Cust. R R8975 JRef• 1 W8V89750111 YEENBLDR Oly. 1 FROM. ALS DnvNo: 059 18 1233.09608 Truss Label: HJ5 KM / DF 02/28/2018 6"6 t C 7'0"2 1,5„ 7'0"2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Enclosure: Part. Enc. BCDL. 10.00 Risk Category: II Wind reactions based on MWFRSEXP: C Des Ld 47.00 Mean Height: 15.00 R NCBCLL. 0.00 TCDL: 4.2 psf 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 0 Loc. from endwall. NA GCpi 0.55 Wind Duration. 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "13B" 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,Pr in PSF) Pg* NA Cl: NA CAT, W Pf NA Ce: NA Lu. NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: No FT/RT-20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL)- NA HORZ(LL): 0.007 D HORZ(fL): 0 016 D Creep Factor: 2.0 Max TC CSI. 0.711 Max BC CSI: 0.361 Max Web CSI: 0 000 VIEW Ver. 17.02.02A.1213.21 S/pNA E tY0 278 ,,''r', r tMutu•d1 1[® 02/282018 12'0"10 N O M M M 9,4„ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 315 /186 /- /• /- 106 D 83 /- /28 /• /- 1.5 C 275 /191 /• /• /- 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re9uire extreme care in fa icatin9g h ndlin99 shiupin in%alling,and brawn Refer to and follow the latest edition of BCSI (BuddingHentSafetyInformation, by TPI and S CA) fa) safety ractices prior to performing these functions. Installers shall provide terhporarrYy per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny O n9id ceihn Locations shown for ermanent lateral restr mt f webs shall hav bracing ms ailed p r BCI secoons B3, 87 or 870, cattte. Apploy WE to each face ofptruss and position as shown above and on tI a ointi9Details, unless not otherwise. Refer toIs160A -Z for standard plate positions a division of ITW Byitddl1ng CCompon nt Grou In ._shall Hol be responsible for any deviation from this drawin ,an failure to build theconformancewithANSIrfPI1, or (noriandlir g s tippinq, installation and bracing Qf,IrussgsAeal on thio dr wiXg or cover page , this drawin indicates acceptance of pro essiona, en meenng re ponsibih so eN or the desi n shown. The sui bihtyeo1this rawing for any structure is me responstilit of the Bufld ng Desig er pe/ANSIITPI 1 S c.2. ALPINENE mr1wo W 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number., N330048 Ply. 1 SEON: 76541 / T31 / EJAC Cust: R R8975 JRO: 1 W8V89750111 TEENBLDR Qty: 12 FROM. ALS DrwNo. 059 18 1233 10171 Truss Label: EJ7A KM / DF 02/28/2018 Loading Criteria (psq 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 1 7 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 list BCDL: 5.0 psf MWFRS Parallel Dist: O to h/2 C&C Dist a: 3.00 ft Loc. from endwall• not in 4 50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 24001-2 OE Bot chord 2x4 SP #2 N Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 1.917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 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. 7' 7, 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 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Det?/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(R):NA HORZ(LL): -0.119 C HORZ(TL): 0194 C Creep Factor: 2.0 Max TC CSI: 0.521 Max BC CSI: 0600 Max Web CSI: 0.070 VIEW Ver: 17.02.02A 1213 21 epmSg Ov J5" ATE 0• OR` •••. S ONAL 0 278 ' prnnuruu 1p0i 02/28/2018 24'3"4 in v 20'0", 2 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 427 / 126 / 337 I - /202 140 E 135 /13 /104 I- /- /1.5 D 258 / 188 / 157 / - / - /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fagiricating h ndlin9 shippin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by PI an0o'S CA) tbi safteety ractices prior to perfo ming these functions. Installers shall provide te9porary rgBCSI., Unless noted oTherwise,l op chord shall ave properly attache structural shgacthhin and bpo ttom hored shall hhav a proQerll aid ceibn Locations shown forpermanent lateral restraint til webs s al hay br cin ns Iled r BC`I s coons 3, 7 or 6t Re. Applgy Dlates to each face o truss and position as shown above and on tie oin etails, un ass note otherwise. Refer to 60A -Z for standard plate positions. a division of rTPI 1, or torr acceptance any sructure his dr win,an failure to build the on th g dr wiXg or cover page Led- L n shown. The suitability www sbrindustry aom; ICC. www ALPINE ow.x, 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N330048 Ply 1 SEON. 76517 / T20 / EJAC I Cust. R R8975 JRef: 1 W8V89750111 iEENBLDR Qty 8 FROM ALS DrwNo. 059.18.1233 09577 Truss Label: EJ3A KM / DF 02/282018 Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld: 47 00 NCBCLL: 10.00 Soffit, 000 Load Duration: 1.25 Spacing: 24 0 " P Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height: 21 56 R TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 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 3 _I 3' 22'3"4 ifl V 20'0"12 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg* NA Cl- 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)- -0 013 C HORZ(TL). 0.016 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 61h ed 201 Max TC CSI: 0.413 TPI Std: 2014 Max BC CSI: 0.097 Rep Factors Used: Yes Max Web CSI: 0.011 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A.1213.21 ALL i• c • a VE • Q 9 0278 titr.s ONA1.1e 02/28/2018 THEINSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 238 / 67 /199 / - /97 /4.0 E 58 /5 /45 /- /- /1.5 D 102 /84 /60 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# failure to build the I or cover pa e n. The sui binty 10111961*1 ALPINE rHmvcowwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number 330048 Py. 1 SEON• 76518 / T42 / JACK Cust. R R8975 JRef 1 W8V89750111 fEENBLDR Oty. 6 FROM: RAA DnvNo: 059 18 1233.09687 Truss Label: CJ5A I KM / DF 02/282018 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 " U Wind Criteria Wind Sid' ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP C Mean Height: 22.06 It TCDL' 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: not in 4 50 fl 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 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1 917' 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 5' 5' 23'3"4 io ih 20'0"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): NA B 331 / 96 /267 I - /149 140 Lu: NA Cs: NA VERT(TL): NA E 99 /11 /76 I - / - / 1 5 Snow Duration, NA HORZ(LL) -0 064 C D 178 /133 /108 / - / • /1.5 HORZ(TL). 0 096 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.560 E Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0303 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.043 Bearing B 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 02.02A.1213.21 a ,o ATE 9• oR`ON` 0 278 ''•.,,.ONAL 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care m fybricatin, handling9 shipping installing.and bracing.. Refer to and follow the latest edition of SCSI (Building t Safety Information, b Plan SBCA) roF safety p actrces pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted o enwse,top chord shall have properlyY attached structural sheathing and bolt2r hord shall hav a proper y i td ceilin Locations shown for ermanent lateral restraint of wSbs shall have braaunssl1 ms181led p r Bcl secbons l}3, h7 or 810, e. Apply fat s to each face o truss and pos tton as shown above and on the JornfDetarls, unless noted otherwise. Refer to 60A -Z for sPan ard plate postbons. shall not be responsible for failure to buildthe The suaQ bility ALPINENE M"COrIMJlI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 iob TEENBabelr• CJ3A 48 I Oty: 6 I FROM. ALS 9 / T39 /JACK I KM No. D059 18812 020 8952 Truss Loading Criteria (psr) TCLL. 20.00 TCDL. 1700 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 10.00 Soft: 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: 21 56 ft TCDL: 4.2 psf BCDL' 5.0 psf MWFRS Parallel Dist, 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 1.917' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 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 3 - I 3' Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT W PL 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 22'3"4 IID N 20'0" 12 Defi/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL)' -0 013 C HORZ(TL): 0.016 C Creep Factor. 2.0 Max TC CSI: 0.413 Max BC CSP 0 097 Max Web CSI 0.011 VIEW Ver: 17.02.02A.1213.21 i • y ATE • Q Q pt,.' Q' pr •., ORS .. , 0 278 0NAL 02/28/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 238 / 67 /199 / - /97 14.0 E 58 /5 /45 /- /• /1.5 D 102 /84 /60 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme dare in fagir,catin h ndlln9 shipping installing and bracing Refer to and follow the latest e iti n of BCSI (Building Component Safey Information, by 1 PI an 'S9CA) fb) sna ey practices prior to performing these functions. Installers s al provide temporary bracin Der BGS, Unless noted oTherwise,top chord shall have proD.erN attached structural sheathing and bottom Nord *hall hav a pro e attach o rinid ceilin Locations shown for permanent lateral restraint i5f webs shall have braacing installed pfr BC I sections B3, 7 or 91 , as app Ica a Appy pu citees to ach face. o truss and position as shown above and on the Jotnt9Detatls, un I noted otherwise. Refer to ALPINEdrawings160A•Z for standard plate positions. Alpine, a division of ITW BUtrIIdd11ngg CCompon nts Group Inc.,shall not be respponsible for any deviation from this drawl g anY (allure to build the Mimv[O+Mrr truss in nformance with ANSI/l PI 1, or or handliAq shipping, inst llatton and bracingp of trussesA eat on chis rawirfq or over page 2400 Lake Orange OrlistingthisdrawinindicattesacceptanceofproTessionafensneeringgresponsibilitvsolei or the desi n shovTn.he sufiability Suite t50andgseofthis rawing (or any structure is the responsibilit of the Building DesigiSer pe ANSIffPI 1 S c.2. For nrore mrormalron see 1Ms' b's neral rates a and Uiese weD atesALPINE www.al manw.com; TPI: www insi or , SBCA www.sbuntlus .coin ICC www itcsate. Orlando FL, 32837 Job Numbers N330048 I Ply: 1I SEON. 76520 / T33 /JACK KM Cust: R R8975 JRef: 1W8V89750111 fEENBLDR Qty: 10 FROM:ALS DrwNo' 059.18.1233.08623 Truss Label: CJ1A / DF 02!28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL' 0.00 BCDL 10.00 Des Ld 47.00 NCBCLL 1000 Soffit: 0.00 Load Duration* 1.25 Spacing. 24 0 " 12 6 F, --- C 1112X4 2 VY4 B T A go H, co V r 20'0"12 E D Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category- II EXP- C Mean Height 21.06 it TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code i Misc Criteria Bldg Code, FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CS1 Criteria PP Deflection in loc Udell U# VERT(LL): -0.000 B 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 0.184 Max BC CSI: 0.011 Max Web CSI: 0.125 VIEW Ver 17 02.02A 1213 21 res ATE •: 3 r•'•: OR\ OP•.%I F 0 278 xi2y 0 Ai ``_.rO 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 166 /96 /173 /- /- /4.0 D 20 /- /15 /- /- /15 C 0 /33 /36 /- /47 /1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a ngid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. B-E 421 -159 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faf ricating, h ndlln9g, shiilpin , installing and bracing.. Refer to and follow the latest editi n of BCSI (BuildingComponentSafetyInformation, by'1121 an S CA) fbr sa ely ractices prior to perio ming these functions. Installers shaliprovide temporarryy bracing Der BGS!.. Unless noted olherwise,top chord shall have prouperly attached structural sheathin and bolt2m hord shall have a properly at riggid ceilm Locations shown for ermanent lateral restrAlnt bf webs shall have braun9 installed per BC Is ections 133, 137 or 1310, as applicatfle. Appply plates to each face_ ofpruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A LPI N Edrawings160A -Z I standard plate positions. AI in a division of ITW Bt1ild1ng om on nis Group In shall not be re uonsible for an deviation from this dr win a failure to build thetrussenconformancewithAN51l1I1or or handbr q s iiDpinq, installation and bracingq of trussesA Seat on th s dr wif i9 or over page , 2400 Lake Orange Dr. listin l this drawing indicates acceP ance qt roQessponal en ineerinq responsTbiliN solely for the desi n shown.he suitability Suite 150and ise of this thawing for any structure is me responsibflit of the Building DesigrSer pefANSIIrPI 1c.2. For more information see this'ob's eneral owes a and (hese web sites ALPINE www al ineihv win. TPI www i Inst w . SBCA waw sbundus win, ICC www RtsalG.Org Orlando FL, 32837 Job Number: N330048 Ply. 1 SEON: 76521 / T44 / HIP_ Cust R R8975 JReI: 1 W8V89750111 TEENBLDR Qty. 3 FROM. ALS DrwNo: 059 18 1233.09592 Truss Label: HJ7A I KM / DF 02/28/2018 4'11"12 4'11"12 9' 10"1 4'1(r4 E 24.2"12 12 424 4X4 D N goo 04 C B T A 1 20'0"12 H GF 1113X12((E3)) 1112X4 =4X4 m 4X4(E3) 1'S"12 4'10" i 4'49 7"8 4'10" 9'29 9'1 '1 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W B 503 /247 / • / • / - /49TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0 032 H 999 360 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL), 0 124 H 999 240 F 400 /88 / • / • / - /15 BCDL. 1000 Risk Category: II Snow Duration: NA HORZ(LL). 0.018 C - - E 345 /222 / - / - / - /1.5 Des 47.00 EXP: C HORZ L . 0.041 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 0 00CL Mean Height 22.54 ft Creep Factor: 2.0 B Min Br Width Re 1 59q = Soffit: 0 00 TCDL: 4.2 psi BCDL 5 0 psi Bldg Code: FBC 61h.ed 201 Max TC CSI, 0 704 F Min Bi Width Reg q = Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 731 E Min Brg Width Req = Bearing B is a rigid surface Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used: No Max Web CSI: 0.382 Loc. from endwall: NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# GCpi 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Chords Tens Comp. Chords Tens. Comp Lumber B- C 299 -729 C - D 289 -709 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N Chords Tens.Comp Chords Tens. Comp. Webs 2x4 SP #3 It Slider 2x8 SP #2 N: BLOCK LENGTH = 1.917' B - H 634 -257 H - G 627 -259 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Loading Hipjack supports 6-11-8 setback jacks with no webs. D - G 295 -716 Wind Wind loads and reactions based on MWFRS. Provide (3) 0 162"x3 5", min toe -nails at top chord. Provide (3) 0.162"x3 5", min toe -nails at bottom chord ff ip IMPORTANT" FURNISH THIS any ALL ATE(Jj- •,••Octy' ic•.FC OROP'••C 0 278 ,ig44 'rj ALW v 02/28/2018 to THEINSTALLERS of failure to build the or f1'he sullbility ALPINE MMC 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 TEENBLDR Number, N330048 I N• 2 I FROM: ALSPly: I22 / T47 /HIP_ I KM No 8059 18812302/28 209850111 Truss Label: H,13A Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 22'3" 1,5"12 4'2"3 47'3 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21 54 it TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall, NA GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lt Slider 2x8 SP #2 N: BLOCK LENGTH = 1 917' Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. IMPORTANT** FURNISH THIS any Snow Criteria (Pg,Pf In PSF) Pg: NA Ct, NA CAT: W Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 C HORZ(fL): 0 003 C Creep Factor: 2.0 Max TC CSI. 0.367 Max BC CSI: 0.054 Max Web CSI: 0 002 VIEW Ver 17.02.02A.121321 p,S O»J• 1 MATE Of cF••'cC 0R\QX-•\Ii c 0278 °1,1:4-2/01VAI ,1 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 205 /122 /- /- /- /4.9 E 25 /- /13 /- /- /15 D 74 /44 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Big Width Req = - D Min Big Width Req = - Beanng B is a rigid surface. Members not listed have forces less than 375# ALL CONTRACTORS INCLUDING THE INSTALLERS installing.and bracin Refer to and follow the latest edition of BCSI (Building Iractices pnor to perfoiming these functions. Installers shall provide terhporary e pro attached structural sheathing and bolt2m chord shall hav pro frestraintbfwebsshallhavebreunqnRt .fled pgr SCSI sections Q3, or 10 as shown above and on the otn etails, un ess noted otherwise. Refer to ALPINE fl not be responsible for any ewaLon from this drawing apy failure to build the mm,counvw T. installaUs an bracing op, ,russesA peal on thi; dr8wirfg or cover pagge , , 24pp Lake Orange Drrrreenineeringresponsibilitvsole) or tthe desi n shown. The suffability Suite 150ibilitoftheBuildingDesigrSerpe%ANSIffPI 1 S$c.2. ALPINE www alpineitw.coin. TPP www tpmst org, SBCA www sbandustry com ICC www.i=afe.org Orlando FL, 32837 Job Number. N330048 I Ply. 1 I SEON. 76523 / T52 / EJAC KM Cusl. R R8975 JRef. 1 W8V89750111 TEENBLDR Oty. 2 FROM• ALS DrwNo: 059.18.1233.10967 Truss Label: EJ7L / DF 02/28/2018 C 12 11'8"4 4 p u') r- V V B 3E5 A 9'4" D Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Part Enc BCDL: 1000 Risk Category II EXP: C Des Ld: 4700 Mean Height 15.00 ft NCBCLL: 10.00 TCDL 4 2 list Soffit. 000 BCDL: 5.0 psi Load Duration 1 25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 R GCpi: 0.55 VIEW Ver: 17 02.02A 1213.21WindDuration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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 (3) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. I 73 Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL). -0.018 D HORZ(TL). 0.041 D Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 61h.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): WAVE VIEW Ver: 17 02.02A 1213.21 S ON•'J yATE4o' . . ao 278 0NAI CN,, 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS a division of more information see THE INSTALLERS Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 426 / 179 / 393 / - 1101 / 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 Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 0knnggCComponsnt5 Grpup In .,shall nol be responsiple for any deviation from this drffwiflg apY failure to build the1, or for hanoliAg shipping, instollation and bracing 9f trussesA seal on thi tJrawinq or cover page s acceptance of p"rn3essfonaQ gngineering responsibility soley_fpr the de; n shown. The suitability 14116111..., ALPINE mirrW CdAMM' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number.. N330048I Pty: 1 FROWALS SEON: 76524 / T49 / JACK I Cusl: R R8975 JRef: 1W8V89750111 TEENBLDR Oly 4 DrwNo. 059.18.1233.10842 Truss Label: CJ5L KM / OF 02/28/2018 17 C T11'0"7 Ln B ih V 3j5 A 9'4" D Loading Criteria (psq TCLL- 20.00 TCDL: 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld: 47 00 NCBCLL' 1000 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 2X4(A1) 5' 1' 5' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure. Part Enc Risk Category II EXP. C Mean Height 15.00 it TCDL' 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a- 3.00 it Loc. from endwall not in 4 50 it 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 "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'x3.0", min. toe -nails at bottom chord. Snow Criteria (P9,Pf in PSF) Pg. NA Ct. NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 61h ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(fl): NA HORZ(LL): -0.006 D HORZ(TL): 0.014 D Creep Factor 2 0 Max TC CSI: 0 403 Max BC CSI: 0.286 Max Web CSI. 0 000 VIEW Ver: 17.02.02A.1213 21 S Oa• J El s% ,o't ATE OF : 9 '% ' y9;•.•• .4 OR,pP•e%mak, t fro 278''s /ONA101 0 N 02/28/2018 Maximum Reactions fibs) Loc R / U / Rw / Rh / RL 1W B 333 / 137 / 308 / - /76 /80 D 94 /47 /109 /- /- /1.5 C 158 /74 /97 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling9, shi pin , installing and bracing. ,Refer to and follow the latest edition of SCSI (Buildin Com bracin ponent Safety Information, byY TPI an SBCA) illi sa ery {ractices pnor to periorming these funcbons. Installers shall provide temporarY9 per BCSI Unless ngted othenvlse,top chord shall have properly attached structural sheathing and boH2m hord shall have a propeAy attach 0 rig9id cellln . Locations shown for Dermanent lateral restraint bf w bs shall have br8cin insr611ed per sCl sections Q3, 87 or 810, Pp. Appy Dlates to each face of truss and position as shown a ove and on the Joint9Detalls, unless noted otherwise. Refer to drawings 160A•Z for standard plate positions ALPINE Alping, a division of ITW Buil ompon nts Gr In shall not be responsible for any tlaviation from this drffwin any failure to build the ,, m„Cyti, trrU)ss In conformance with A SI 11, or or hantldl) tt s ipping, Inst llatIST and bracing oof truss sA eat on this dr winq or cover page , 2400 Lake Orange Dr. listing this drawingg indicates acceptance f pro essiona en Ineeringg reponslbili(tv so e1 y or the desi n shown. The sui bility Suite 150anduseofthisdrawingforanystructureistheresponsibilit7oftheBuildngDesigrferpefANSI/TPI 7 S c.2. For more information see this lob's general notes page and these web sites ALPINE, www alpmenw com; TPI* www tpinst orp, SBCA www sbondustry com. ICC www iccsafe org Orlando FL, 32837 Job Number, N330048 Py. 1 SEON. 76525 / T50 /JACK Cusl: RR8975 JRef' 1W8VB9750111 TEENBLDR Qty: 4 FROM: ALS DrwNo• 059.18.1233.10702 Truss Label: CJ3L KM / OF 02/28/2018 1 Loading Criteria (psq 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 " 12 4 [-, C 2X4(A1) 1' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Part. Enc. Risk Category: II EXP. C Mean Height: 15.00 ft 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: Any GCpi 0.55 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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"A3.0", min. toenails at bottom chord 3' 3' fi 11 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg' NA CP NA CAT: NA PP Deflection in loc Udefl L/ll Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL). 0.002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.185 TPI Std: 2014 Max BC CSI: 0.096 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 0 ,o : ATE 0 P QRQ6 + N G 0 278 N OIVAt 02/28/2018 10'4"7 ti 9r4rr Maximum Reactions jibs) Loc R /U /Rw /Rh /RL /W B 244 / 98 /227 / - /50 /8.0 D 53 /26 /62 /• /• /15 C 85 /40 /51 /- /- /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 375f1 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handling, shipping installing,and bracing Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, byY TPI an SBCA) rOr sa ety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a propert Id ceihn Locations shown for Dermanent lateral restraint 6f webs shall have braGngjnst@Iled pgr BC I sections $3, 7 or B10y e. Apply pplats to each face of truss and position as shown above and on the JoinfDetails, un ess noted otherwise. Refer to 60A -Z for slan ard plate positions. any shall not be re ponsiple for any deviation from this drBwin a failure to build the ppinq, Inst Ration and bracing of trussesA seal on this dr wlf nq or over pageona[ eng n ering responsibility solely or the desjgn shovl/n. the su tility TPI: www tpinst orp; SBCA: www ALPINE Nmvrnrwnr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 job 8975 TEENBLDR Number. N330048 I O y. 4 I FROM. ALS26 / T51 / JACK I KM No 1059 1812 3. 02/28/ 201850 12 Truss Label: CAL Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL 10.00 Des Ld. 47.00 NCBCLL 1000 Soft: 000 Load Duration: 1.25 Spacing 24.0 " 12 4 E:77- C 2X4(A1) Wind Criteria Wmd 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 list MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 it Loc. from endwall: Any GCpi: 0.55 Wind Duration: 160 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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. Ln T 918117 ti 94" Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0 000 D HORZ(TL): 0 000 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI. 0.160 TPI Std 2014 Max BC CSI: 0.023 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 1 •if Z'00 WATEt•o • 9.c ••:cC OR\10. 0 278 "'"wuntln.twala'" 02/28/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS a division of more information see this and these web sites: not Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 189 /93 /180 I• /25 /80 D 8 /16 /21 /- /- /15 C -15 /28 /24 I- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# LING THE INSTALLERS to afnd follow the latest edition of BCSI (Building se unctions. Installers shall provide terhporary neathm9 and bothan Nord shall have a properly ting installed pfr BCI sections ¢3, B7 or B1o, inl"Details, un ess noted othervinse. Refer to vialion from this drpwin a(t failure to build the issesA teal on this dr wiX or cover page solely for the design shov3n. The suitability A IPLNE MmnWCWIMM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number; N330048 Ply. 1 SEON 76527 / T53 /HIP I Cust R R8975 JRef. 1 W8V89750111 TEENBLDR Oty 2 FROM- ALS DrwNo 059 18 1233 10717 Truss Label: HJ7L KM / DF 02/28/2018 5'5"15 1 9110"1 5'5"15 4'4"1 0 283 p 1183 2X4 N n N V B A 9.4.. C F E 2X4(A1) — 1-1 f -- 1,5" -}- 91 10 9111,10 T 87 911011 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) TCLL, 20.00 Wind Std: ASCE 7.10 Pg, NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL- 17.00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 041 C 999 360 G 495 / 276 / - /- /- /106 BCLL 0.00 Enclosure Part. Enc. Lu NA Cs NA VERT( L) 0 152 C 999 240 E 439 /126 ! - /0 /0 /1.5 BCDL. 10.00 Risk Category: II Snow Duration NA HORZ(LL). 0.007 F - - D 283 /222 / - /_ /_ /1.5 Des Ld 4700 EXP. C HORZ(TL). 0.017 F Wind reactions based on MWFRS NCBCLL. 0.00 Mean Height 15 00 it Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 1 5 TCDL. 4 2 psf Soffit: 0 00 BCDL: 5.0 sfP BldgCode FBC 6th ed 201 Max TC CSI: 0.720 E Min Brg Width Req = - Load Duration, 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0.740 D Min Brg Width Req - Bearing G is a rigid surface Spacing 24.0 " C&C Dist a- 3.00 ft Rep Factors Used: No Max Web CSI. 0.402 Bearing G requires a seat plate. Loc. from endwall. NA FT/RT 20(0)/10(0) GCpi. 0.55 Plate Type(s). Members not listed have forces less than 375# Wind Duration, 1.60 WAVE VIEW Ver 17.02 02A 1213.21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens Comp Value Set. 13B (Effective 6/1/2013) B - C 653 -1012 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 20 SP #3 Chords Tens Comp Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B • F 979 -619 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs Webs Tens.Comp Wind C - F 652 -1032 Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chordIAYIO4 Provide (3) 0 162"x3.5", min toe -nails at bottom chord. C1 r s= ,o : ATE ••: / 0 278 NsONA 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq,handlinq, shipping, installinq and braanq. Refer to and follow the latest edition of olherwise,to chdrd shall have rope attached structu7al sheathing and bottom hord shall have a ropperlshownforermanentlatgralrestraintfwbsshallhavbraaclninstalledprBCIsections $3, B7 or B10y each face, of truss and position as shown a€ove and on lite Jointi9Details, unless noted otherwise. Refer to ALPINElatepositrons. om onQgnts Grpup In shall not be respponsrple for an deviation from this drawing arty failure to build theI1orforhandling, shipping, installatldn and bracing o(trussesA seal on this dr8wiltg or cover page 2400 Lake Orange Dr acceP ance of ProTessronarr en ineerinq responsrbihtty soleivv for the des ign shown. The suitability Suite t 50anystructureIstheresponsibilityoftheBuildingDesrgrferperANSIlfPI1Sec.2. rat notes a e and tAese web sites ALPINE. www al inenw coin TPI www t msl or , SBCA www sbcindus .coin, ICC: www ittsale.or Orlando FL, 32837 Job Number; N330048 Py. 2 SEON 76528 / T1 / FLAT Cust: RR8975 JRef• 1W8V89750111 TEENBLDR Qty: 1 FROM: ALS DrwNo' 059 18 1233.10671 Truss Label: FGt I I KM / DF 02/28/2018 2 Complete Trusses Required T 50 1 1 6" i 2'8"8 + 2' 10"8 + 2'3"6 + 2'111 "6 " 1 12'7' 814 i 1 `"14 A3X12 11128 C 4 =4X8 =4XX4 1112X4 = 5X14 F 14'5"14 378 3'012 1111"6 3'0"123'2"8 i— 3'2"8 6'3"4 + 8'210 + 1 VYIS + 14'5"14 i Loading Criteria lost) Wind Criteria TCLL. 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure, Closed BCDL: 5.00 Risk Category: II H - F EXP: C Des Ld: 5500DDesd:: Mean Height: 15.00 ft 10 00 TCDL: 4.2 psf Soffit 200 BCDL: 3.0 psi 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 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f -2.0E Webs 2x4 SP #3:W2, W9 20 SP 2400f-2.OE: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule -0 128"x3" nails Top Chord 1 Row @ 3.25" o.c. Bot 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 Dur Fac =1.00) TC: From 253 pif at 0.00 to 384 plf at 7.00 TC: From 384 pif at 7.00 to 384 pif at 11.33 TC: From 50 pif at 11.33 to 50 pif at 14.49 BC, From 10 pif at 0 00 to 10 plf at 14.49 TC: 2495 Ib Cone. Load at 11.33 BC: 1537 Ib Cone. Load at 11.33 BC. 225 Ib Cone. 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 Cl: NA CAT: W PI, NA Ce: NA Lu NA Cs: NA Snow Duration, NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.1691 999 360 VERT(TL) 0 433 1 577 240 HORZ(LL). 0 025 A - - HORZ(TL)- 0 045 A - - Code I Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI, 0 663 TPI Std 2014 Max BC 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 O a•''JY` i Z, ,o•; ATE 61F c O R,VP'`c' ss oNAl0278' 0278 '''r iiyWrytuWtµv 1t 02/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 3251 / 548 / 227 / - / - /72 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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. K - J 5711 -834 I - H 5811 -844 J-1 5767 -Wil 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 RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fa Ivicatin h ndlin shipping installing and bracing. , Refer to and follow the latest edition of BCSI (Buildin999 1, by l PI an 'SCA) rbF safety i ractices prior to performing these functions. Installers shall provide terhporarY id o erwise,top chord shall have property attached structural sheathing and bott2m hord shall have a pro 2erlynsshownforpermaneatlateralrestrainthfwebsshallhavbracinqns1811edpgrBCIsections ¢3, B7 or 810, each face o truss an Dosition as shown above and on tfie oin etails, un ess noted othervvise. Refer to any not be responsible for any deviation from this drawin atx failure to build themstallatidnandbracingoflrussesAtealonthisdrwinor10"'? over paggeQ ergine _q responsibility so ey_or the design shoWn. The suitabillty www Ipinsl oro, SBCA www A IPLNE m mcGMMM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330048 Ply. 2 SEON: 76529 / T12 /FLAT Cust RR8975 JRef: 1WSV89750111 TEENBLDR Qty: 1 FROM ALS DrwNo: 059.18.1233.10701 Truss Label: FG2 KM / DF 02/28/2018 2 Complete Trusses Required 13'9" 5" 2'11"11 5'4"13 1 7'9"12 1 9'4"10 1 11'0"3 12'9"5 5"'2'6"11 2'5"3 2'4"15 1'6"14 17"9 1'9" 1 AB SX10 —=5X10X10 =4CD6 1112X4 =4E4 a8X10(") _ 5X14F G H T w2 wa 1 P 0 N 1114X6 =6X12 =4X12 c 13'4"6 3 14Aru =CA 1Z =CA 1U IT 2'4"3 2'6"11 1 2'10"15 2014 1'8"1 1'6"13 2'4"3 4'10"13 7'9"12 9'10"10 11'6"11 13'1"9 77, Loading Criteria (psr) Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL' 500 Category. NA Des Ld: 55 00 EXP: Mean Height: NA It NCBCLL: 0.00 TCDL: NA psf Soffit: 200 BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 12.0 " C&C Dist a: NA ft Loc from endwall NA 1: NA GCpr NA Wind Duration. NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3:W2, W4, W10, W12 2x4 SP 2400f-2 OE' W13 2x6 SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"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 Dur.Fac.=1 00) TC: From 50 pit at 0 00 to 50 pit at 13.75 BC: From 431 pit at 0.00 to 431 pit at 13.36 TC: 340 Ib Conc. Load at 3.67, 5 67 TC: 783 Ib Conc. Load at 7.67 BC. 5202 Ib 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) 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): 0.258 D 622 360 p 5458 / - / - / - / - 60 Lu: NA Cs: NA VERT(TL): 0.364 D 515 240 0 7654 / - / - / - / - 5.7 Snow Duration NA HORZ(LL)- 0 045 A - - P Min Brg Width Req = 2.3 HORZ(TL) 0.054 A 0 Min Big Width Req = 2 8 Code / Misc Criteria Creep Factor: 2.0 Bearings P 8 0 are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.798 TPI Std: 2014 Max BC CSI 0.893 Members not listed have forces less than 375# Rep Factors Used: No Max Web CSI: 0.676 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) Plate Type(s) A- B 0- 4940 D- E 0 -10220 WAVE VIEWVer: 17.02.02A.1213.21 B - C 0 -8681 E - F 0 -9890 Purlins C- D 0.10220 F- G 0- 5423 The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (lbs) spans at 24" oc in lieu of structural sheathing Chords Tens Comp. Chords Tens. Comp. Additional Notes O- N 5394 0 M- L 9945 0 Truss must be installed as shown with top chord up N - M 8935 0 L - K 6158 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- P 0- 2286 C- M 1421 0 A-0 5387 0 L- F 4721 0 O- B 0 -1826 F- K 0- 2955 B- N 3677 0 K- G 6232 0 N- C 0 -1020 G- J 0- 3337 000 00tl111U1y1* 14 p S Fl,F 4, Nx0 • • IV S i • i ATE a IQ i • ao 278 ''ss 0NAL E urwuwlul a 02128/2018 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in labricatino, handling, shiCaino. installino and braclnq. Refer to and follow the latest edition of any rral n tg and bottom ghord §hall have a progper1 y stalled p r BCI sections Q3, 137 or 1370tads, unless noted otherwise. Refer to ALPINE from this dri wmo ag, failure to build the1Sealonthisdrawingoroverpae , for the desi n shown. he suitability C 2800 Lake Orange Dr. Suite 150ANSIfTPI1S$c.2. org: SBCA: www 3bondu3try com, ICC www icc"fe.org Orlando FL, 32837 Job Number. N330048 Ply. 2 SEON. 76530 / T27 / FLAT Cush RR8975 JRef• 1W8V89750111 YEENBLDR Oty. 1 FROM: ALS DrwNo: 059 18 1233 10420 Truss Label: FG3 KM / DF 02/28/2018 2 Complete Trusses Required T 1 Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Std' ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL. 5.00 Risk Category: II Des Ld' 55.00 EXP. C Mean Height. 15.00 It NCBCLL: 10.00 TCDL. 4 2 psf Soffit: 200 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 12.0 " C&C Dist a: 3.00 It Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 Webs 20 SP #3 Lumber value set "1313" 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 plf at 0.00 to 170 pit at 408 BC. From 5 plf at 0.00 to 5 pit at 4.08 TC: 166 Ib Conc Load at 0 33 TC: 1114 Ib Conc Load at 2.33 BC: 258 Ib Conc. Load at 1 33 SC: 545 Ib Conc Load at 3.33 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. 2'0"8 4'1" 2'0"8 2'0"S 1112X4 =4X4 1112X4 A B C E 4'1" 9,4.. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0 004 B 999 360 E 1261 / 84 /113 / • / - Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 D 1537 / 77 /32 / • / - Snow Duration* NA HORZ(LL): 0.002 D - Wind reactions based on MWFRS HORZ(fL): 0.003 D E Min Brg Width Req = 1 5 Code I Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = - Bldg Code: FBC 61h.ed 201 Max TC CSI. 0.315 Bearing E is a rigid surface TPI Std. 2014 Max BC CSI: 0.574 Bearing E requires a seat plate. Rep Factors Used: Yes Max Web CSI' 0 165 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17.02.02A 1213 21 Additional Notes Truss must be installed as shown with top chord up Ou'UY` 0 278 '' + rwtMaluttW 02/28/2018 W 2.3 Members not listed have forces less than 375# 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 lagilicatin, handling, shi ping installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, byv PI an SBCA) sa ety practices prior to performing these functions Installers shall provide temporary BSI., Unless noted olherwise,top chord shall have pro attached structural sheathing and bottort chord shall hav a pro erl i id ceilin Locations shown for ermanent lateral restraint bf webs shall hav breGna insl lled p r BGSI sections Q3, 7 or B10y e. Appy Dtat s to ach face otptruss and position as shown above and on tfre JoinfDetails, unless noted otherwise. Refer to 60A -Z for sPa i and pate positions. of ITW B itddl1'nQ omponQnis GrppuD In shall not be re ponsiple for any deviation from this drpwing ap failure to build the rice wdh N51lf 11, or for handhr cL s iiDpm , mst Ilabdn and bracing of trussesA eat on thig dr8wir q or over pag ng indica es acceptance of pro7essionaf en neerinq responsibility soler or the design shown. he suI ilityrowingoranystructureisaresponsibilitoftheBuildingDesigerpeANSIITPI15Ec.2. me 1Msjob's general notes page and these web sites ALPINE www alpinenw com, TPI www.tpmst org; SBCA• www.sbcondustry.com: ICC: www.imsal ALPINENE N+mvC01AMN! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Py. 1 SEON 76531 / T37 / SY42 Cush R R8975 JRef: 1 WSV897501 I i TEENBLDR Oty. 5 FROM RAA DrwNo: 059.18.1233 10422 Truss Label: FTI I I I KM / DF 02/28/2018 15'4"4 Loading Criteria (psi) Wind Criteria 7'10"8 91111,12 1 15'4"4 Maximum Reactions (Ibs) 7'10"8 2'1"4 5'4"8 Pg: NA CI* NA CAT, NA PP Deflection in loc Udell U# 2,6„ _-i W TCDL: 10.00 Speed NA mph TYP) VERT(LL). 0.178 D 999 360 0 831 / - / - / - / - 7.2 4X4 4X4 Lu: NA Cs: NA VERT(TL): 0.368 D 660 240 1.5X3 1.5X3 BCDL 500 Category: NA A B C D E F G 0 Min Big Width Req = 1.5 Des Ld 55 00 EXP, NA T 5 I Min Br Width Re 1 59q NCBCLL: 10.00 Mean Height. NA ftg Code / Misc Criteria CreepFactor 2 0 1 512 0 P O F. r 1 9,4„ N M L K J I Bldg Code FBC 61h ed 201 Max TC CSI 0.778 1.5X3 =4X4 1111.5X3 1111.5X3 =4X4 1112X4 TCDL: NA psf 1111.5X3 15'4"4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA CI* NA CAT, NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W TCDL: 10.00 Speed NA mph Pf. NA Ce: NA VERT(LL). 0.178 D 999 360 0 831 / - / - / - / - 7.2 BCLL- 0.00 Enclosure NA Lu: NA Cs: NA VERT(TL): 0.368 D 660 240 1 832 / - / - / - / - 3.0 BCDL 500 Category: NA Snow Duration- NA HORZ(LL) 0 033 B - - 0 Min Big Width Req = 1.5 Des Ld 55 00 EXP, NA HORZ L : 0 052 B I Min Br Width Re 1 59q NCBCLL: 10.00 Mean Height. NA ftg Code / Misc Criteria CreepFactor 2 0 Bearings 0 8 I are a rigid surface Soffit. 2.00 TCDL. NA psf Bldg Code FBC 61h ed 201 Max TC CSI 0.778 Bearing 0 requires a seat plate. TCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.671 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used. Yes Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall• NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration. NA WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -572 D - E 0 - 1666 Lumber B- C 0 -1470 E- F 0 -1471 C -D 0-1892 F -G 0 -572 Value Set- 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP 24001-2.0E Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP #3 Lumber value set "1313" uses design values P-0 1132 0 M - L 1888 0 approved 1/30/2013 by ALSC O - N 1793 0 L - K 1880 0 N -M 1895 0 K -J 1124 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. A-0 0- 795 E- K 0 -705 Attach to each truss where shown with 3-10d Box or AA- P 908 0 K - F 550 0 Gun nails (0.128" x3",min.) Strongback material to 11MM11Irmu"f Iq y g 0 -890 F - J 0 878 be supplied by erection contractor Truss must be installed as shown with top chord up L+ vw* FGv71 Q` B-0 537 0 J - G O - C 0 -512 G-1 909 0 0 -779 e i • iATE ,• mar SSE 0 278 ',DNA ' wlnulgttlVtN 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlln shlpping Installing and bracing Refer to and follow the latest edition of SCSI (Building Component S fery Information, by TPI ane SOCA) f i safety pradlces prior to performing these functions Installers shall provide temporary bracinggj ppper B SI _ Unless noted o herwise,11 chord shall have pro DerN attached structural sheathing and bottom hord shall have a prose ese llca ge 1illn. pDyalcees o seaih° aceoor. ssaandt lateral restraint of webs shall hay bragna mslalled pfr Bc l secbons 3, 137 or B10Y drawings 160A-Zfor standard plate positions. position as shown above and on iI a oin Details, un ess noted otherwise. Refer to Alpine, a division of ITW B 1I IdQ11'ngC omponssnts Group Ing shall not be re ponslble for any deviation from this drawing,an failure to build thetrussmnformancewithAN5I11, or for handIi shipping, mstallaU6n and bracing q(trussgsA seal on thl; dr3wir g or cover pagqe listing this drawing, indicates acceptance of proTesslonaf en n enng responsibllltNy so elYY for the des/ n shown. The sultabilityanduseofthiserawingforanystructureistheresponsibilitotheBuildingDesignerpeNNSI/TPI 1 S$c.2. For more intormabon see this lob's general notes page and these web sites ALPINE, www alpinemv com, TPI www tpinst orp; SSCA. www sbrSndustry.com. ICC' www iccsai ALPINENE µnwtW.in ri 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N330048 Ply, 1 SEON. 76532 / T40 / SY42 Cust: R R8975 JRel, 1 W8W9750111 TEENBLDR Qty: 7 FROM: RAA DrwNo, 059 18 1233.10530 Truss Label: FT2 I KM / OF 02/28/2018 7'10"8 7'10"8 2,6„ _' TYP) 4X4 1.5X3 A B C D 9'8"14 1511"6 I'll 0"6 5'4"8 06 E F G P 1.5X3 1111.5X3 4704 III 7.DAJ III l.0A.3 =47 4 IIIZA4 Loading Criteria (psf) Wind Criteria IN :• :• • ILI.. Wind Sid: NA u i Category: NA I EXP, NA Snow Duration: NA III NCBCLL, 10.00 XA Soffit: 2.00 AN P 1.5X3 1111.5X3 4704 III 7.DAJ III l.0A.3 =47 4 IIIZA4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL 10.00 Speed: NA mph BCLL 0.00 Enclosure NA BCDL 5.00 Category: NA Des Ld. 55.00 EXP, NA Snow Duration: NA Mean Height: NA ft 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 it TPI Std 2014 Loc from endwall: NA 811 I: NA GCpr NA Max Web CSI: 0.425 Wind Duration NA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"xT%min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'1"6 Snow Criteria (Pg,PI In PSF) Defl1CS1 Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W P 817 / . / - / - / - /7,2Pf: NA Ce NA VERT(LL) 0.172 D 999 360 Lu NA Cs: NA VERT(TL) 0.351 D 683 240 H 831 / • l - I - l - I - Snow Duration: NA HORZ(LL) 0.033 B - - P Min Brg Width Req = 1.5 B- N HORZ(TL). 0.050 B Creep Factor: 2.0 H Min Big Width Req = - Bearing P is a rigid surface. Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.766 Bearing P requires a seat plate TPI Std 2014 Max BC CSI 0.986 811 Rep Factors Used: Yes Max Web CSI: 0.425 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s) VIEW Ver: 17.02.02A.1213.21 A - B 0 -562 D - E 0 -1831 B -C 0-1439 E -F 0 -1438 WAVE C -D 0-1836 F -G 0 -560 O r•'JY` i J * • i ATE AO•F. OR, OP,.;c, 0 278 02/28/2018 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 O- B 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 Trusses re9uire extreme care in fabricatin , hhandling9 shippin installing_and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r0 sa ety {radices prior to performing these functions Installers shall provide temporary _ bracin Der BC 1. Unless noted olherwise,top chord shall have pro attached sUuctural sheathing and bott2r2 hord shall have a proger attach d rl9grd ceiling. Locations shown forpermanent lateral restraint 8f webs shall hav braacinn11 Installed p r ec l sections ¢3, B7 or B17asappicalsle. Apply plas to ach face o truss and position as shown above and on tI a JoinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A -Z for s III and pate positions. Alpine, a division of ITW B ritddl1'nQ omponents GTP In% shall not be responsible for any deviation from this drpwing all failure to build the µ„ we truss In nformance with AN51lT 11, or for handling shiDpinq, Installatidn and bracing Cf trussesA Seat on thl drawlXq or cover page, , 2400 Lake Orange Dr. listing this drawing, indicates acceptance ofKeo roTessionar en sneering responsibility soV for the des n shown. The suitabrl,ty Suite150andfiseofthissawingforanystructureistheresponsibflit of the Building Desigrter . ANSI/TPI 1 c. 2. For more inrormebon see this loWs general notes page and these web saes* ALPINE* www.al medw com; TPI: www t insi.or , SBCA www.sbcsndus .cam; ICC: www.rccsate org Orlando FL, Job NumbeL: N330048 Ply 1 SEON. 76533 / T26 / SY42 I Cusl: RR8975 JRef 1W8V89750111 TEENBLDR Qty: 7 FROM: RAA DrwNo. 059.18.1233.10421 Truss Label: FT3 KM / DF 02/28/2018 5'4"8 5'4"8 NP) a 4X4 1.5X3 A B 6'9"12 1'5"4 C D E 14'8"4 7'10"8 4X4 1.5X3 F G tee . moi1AM FMAA i 51 C 1111.5X3 11!15X3 L K = 4X11X3=4X4 4 1111 5X3 14'8"4 Loading Criteria (psi) Wind Criteria Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions fibs) TCLL: 40.00 Wind Std: NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell L/# 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- 000 Enclosure NA Lu: NA Cs: NA VERT(TL) 0.264 D 886 240 1 795 / - / - / • / - 3.0 BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL). 0.017 J - O Min Brg Width Req = 1 5 Des Ld: 55.00 EXP- NA HORZ L . 0.024 JT) I Min B Width Re 1 5q = NCBCLL 10.00 Mean Height NA It Code / Misc Criteria Creep Factor 2 0 Bearings O & I are a rigid surface Soffit: 2.00 TCDL: NA psi BCDL NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.562 Bearing O requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.844 Members not listed have less a 5# Spacing 24 0 " C&C Dist a NA it Rep Factors Used: Yes Max Web CSI: 0.412 Maximum Chord ForcesTopP P Ibsy ( ) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp I: NA GCpi• NA Plate Type(s) Wind Duration: NA WAVE VIEW Ver: 17 02.02A 1213.21 A - B 0•544 D - E 0 -1742 B- C 0 -1380 E- F 0 -1382 Lumber C -D 0-1732 F -G 0 -543 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot 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 (lbs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes 2x6 #3 HEM -FIR or better continuous slrongback A-0 0- 762 E- K 0 -462 Attach to each truss where shown with 3-10d Box or P 864 0 K - F 490 0 Gun nails (0.128"x3",min ) Strongback material to P - B 0 -M F - J 0 -843 be supplied by erection contractor. Ia41g7 y B-0 492 0 J - G 863 0 Truss must be installed as shown with top chord up. Fn 4,a O - C 0 - 586 G-1 0 742 C'•/% S O/ • tel ATE meows...• a0 27s•o,,,s ONAL. kl11"IM1d1Y1t100 02/28/2( s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shlnpin , installing,and bracin Refer to and follow the latest eddlli n of BCSI (Building Component Safety Information, by TPI an 0 SBCA) fbr safety ractices prior to perfoiming these functions Installers shaliprovide temporpa% bracin Deg 3 SI.. Unless noted otherwise,top chord shall have properly attached structural saheathinq and b (tt2rr1 i Seco ns ha87 oo er attach tl nlslid ceihn Lovations shown for fpermanent lateral restraint 6f webs shat hav brJ pnf Installed p r BC dasappIcae. Ap y GlatBs to each face o truss and position as shown above and on tie oin Details, un ess note otherwise. Refer to ALPINEdrawings16OA-Z fgr standard plate positions. Alpine, a division of ITW BUIld11'ngCComponents Grqup Ins shall not be re;ponsiple for any deviation from this dr win any failure to build the .,,,,O,. irliss In conformance with ANSIIfP1 1, or for handliAS shipping, installabdn and bracing of trusseSA mal on th S druwirtg or Cover page , , 2400 Lake Orange Dr. find this drawing indicates acceptance f proTessionar en sneeringg res onsibility soleor the destgn shovTn. The suit3bili Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildiigDesignerpeANSIIfPI1SEc.2. ty Orlando FL, 32837Formoremformabonseethisob's general notes page and these web sites ALPINE www at medw.com; TPI: www.ipinsl org, SBCA• www sbcindus .tom; ICC: www iccsole.org Job Number; N330048 Py. 1 SEAN- 76534 / T7 / SY42 Cust: R R8975 JRef: 11N8V89750111 TEENBLDR Qty: 1 FROM. RAA DrwNo: 059.18.1233.08420 Truss Label: FT4 KM / OF 02/28/2018 5'4"8 6'9 12 14'8"4 5'4"8 1'S"4 7'10"8 TYP) 3X4 1.5X3 1.5X3 A B C D E F G T 90 1 I. X9.4,. Q P O N M L K J I 1.5X3 !!13X4 11115X3 1111.5X3 1112X4 1111.5X3 11'1 "4 37' 14'8"4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria Maximum Reactions (lbs) TCLL 40.00 Wind Std: NA Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W O 654 / - / - / - /- /7.2TCDL: 1000 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): 0.136 C 999 240 K 595 / - / - / - / - /4.0 BCDL. 5.00 Category: NA Snow Duration* NA HORZ(LL): 0 014 B - 1 347 / - / - / - / - /3.0 EXP* Des Ld55.00 NA Mean Height: NA h HORZ: (TL): 0 021 B O Min Big Width Req = 1.5 NCBCLL 10.00 TCDL: NA psi Code I Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 486 1 Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.999 Bearings Q, K, ir I are rigid surface. Bearing Q requires a sea at plate. Spacing: 24.0 " C&C Dist a: NA R 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 Py (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 6/1/2013) B - C 0 -1038 E - F 0 -386 Top chord 02 SP #2 N C - D 0 -1202 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC P-0 853 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. A-0 0 -626 P- B 0 -668 Truss must be installed as shown with top chord up. 1MuW1 4 A- P 688 0 E- K 0 -694 OV •• je • •••• , F• 848 ' 0 2.,0NAt yrurwtt>o luilloo 02/28/2 18 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faycating, h ndlin shippin installing,and bracing. Refer to and follow the latest edition Component Safety Information,by TPI SCA) f radices to these functions. Installers of BCSI (Building temporaryandsaetypriorperformingshallprovide bracin uer SCSI Unless noted olherwise,top chord shall have pro el attached structural sheathin and bottom hord shall hav a p'OFattachunmidceilin . Locabons shown for permanent Iatgral restr Int bf wcbs shall hav braanq msTalled pfr BC I sections Q3, 7 or B10y as applica e. App r plats to ach face, o truss and position as shown a ove and on it a oin Details, un ess noted otherwise. drawings 160A -Z fo s n and pefate positions. Refer to LPI N E Alpin a division of ITW B itddl1'nt Com nsnt55 Gr0u In sh II not be re;ponsiple for an deviation from this drawing a failuretrUssenconformancewithIiNsl/TPI 1 Po for handlir n s iinpna, installation and bracing yof irussesA eal on this rlrawiiXq o q to build the over page Dr. r listingg this drawing indica es acceptance of proTessionar en ineerinq responsibility solel r >or the design shown. and Ose of this drawing or any structure is a responsibility the Building Desig ANSI/TPI 1 he suitability 2400 Lake Orange Suite 150oferpec.2. For more mlormaoon se• Uus'ob's neral notes a e and these web sites: ALPINE: www al menw.com, TPI: www st or ; SBCA: www.abundus .wm; ICC: www.rctsafe org Orlando FL. 32837 Job Number; N330048 Ply' 1 SEON 76535 / T38 / SY42 Cust. R RS975 JRef. 1 W8V89750111 TEENBLDR Oly. 2 FROM: RAA DiwNo 059 18.1233.09968 Truss Label: FTS KM / DF 02/28/2018 5'4"86'8"14 14'5"14 5'4"8 1'4"6 7'9" 2'6" --I TYP) 3X4 15X3 =3X3 =3X3 =3X3 =3X3 =3X3 =3X3 A B C D E F G T SO PI-1 0 N M L K JI H 15X3 =4X4 =3X3 1111.5X3 1111.5X3 =3X3 =3X3 3X3 1111.5X3 1111.5X3 11'1"4 3'4"10 --i 14'5"14 Loading Criteria (psf) Wind Criteria Snow Criteria (P9.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 Udell U# Loc R / U / Rw / Rh / RL / W P 659 / • / - I - / - /72TCDL: 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(fL): 0.126 D 999 240 J 582 / • / - / - I - 140 BCDL: 5.00 Category: NA Snow Duration NA HORZ(LL): 0 012 B - - H 340 Des Ld55.00 EXP. HORZ(TL). 0.018 B P Min Brg Width Req = 1 5 Code I Misc CriteriaNCBCLL1000 H: Mean Height' NA It TCDL: NA psi Creep Factor: 2.0 J Min Brg Width Req = 1 5 Soffit: 2.00 BCDL NA psi Bldg Code FBC 61h.ed 201 Max TC CSI 0 481 H Min Br Width Re = 9 Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.770 iBearingsP8Jarearigid platesurface Bearing P requires a seat plate Spacing: 24.0 " C&C Dist a NA It Rep Factors Used: Yes 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: 13B (Effective 6/1/2013) B - C 0 •1048 E . F 0 -435 Top chord 4x2 SP #2 N C - D 0 -1220 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot 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. A- P 0- 629 E- J 0 -686 y p 4 A-0 693 0 F- I 0 400 0-8 0 -673 O • je• • 'e••i o. 648 o. as,p9; ATE eeeereee•• vssDNAt0278ii' A l4ruwtis 11 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fagricating h ndlingg shippin in$talling,and bracing. , Refer to and follow the latest edition of BCSI (Building racticesComponentSafetyInformation, by. PI anC'SSCA) f8 saffety prior to performing these functions. Installers shall provide temporary bracin oer SCSI Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom ghord shall have a proper attachri nqid ceilin .Locations shown for ermanent lateral restraint 6f webs shall hav braewng installed p r BG51 sections Q3, B7 or B10y as app ICa e Appy Dlatgs to each face_ o truss and position as shown above and on t ie JoinfDetails. un(ess noteri otherwise Refer to drawings 160A-Z for standard plate positions. A IPLNE Alpin a division of ITW BUild1'n om n ntsS Gropupp Inc shall not be re;pponsiple for an deviation from this dr win t aftY failure to build the pealtrussInnformancewithANSII1O or handllriq ship In ,Inst Ilatidn and brawn o(IrussesA eat on ih s drawing or cover agge 2400 Lake Orange Dry If this drawing Indicates acceptance of pro assional en in gnq responsibilittyv sole)v tthe desi n shown. and 9se of this giawing for any structure is the responsibilityof the Building DesigrSer pe yANSI/TPI 7 S$c.2. The sufTability Suite 150 For more information see thisjob's general notes page and these web sites ALPINE' www al inemv coin. TPI, www tpinst org, SBCA www sbondustry fem. ICC wwwA=afe org Orlando FL. 32837 Job Numbe N330048I Ply. 1 I SEON. 76536 / T41 / SY42 I Cust R R8975 JRef: 1 W8V69750111 rfEENBLDR Oty. 1 FROM. RAA DrwNo. 059.18.1233.10359 Truss Label: FT6 KM / DF 02/28/2018 5'4"8 6'8"14 14'5"14 5'4"8 1'4"6 7'9" it i'_ 2,6„ n'P) Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL. 5.00 Des Ld. 55 00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std. NA Speed NA mph Enclosure: NA Category: NA EXP NA Mean Height: NA it TCDL: NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a: NA It Loc. from endwall. NA I. NA GCpi: NA Wind Duration: NA Lumber Value Set, 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 02 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",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 Ct. NA CAT. W PI: NA Ce NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) 4X4 Loc R / U / Rw / Rh / RL VERT(LL) 0.137 D 999 360 P 797 VERT(TL) 0 259 D 904 240 H 783- 1.5X3 3X3 =3X3 3X3 =3X3 3X3 =4X4 Creep Factor 2 0 Bearing P is a rigid surface. A B C D E F G T sesta N -C 0 -586 G -H 0 co 52 PO N M L K J I H 1.5X3 =4X4 3X3 1111.5X3 1111.5X3 =3X3 =3X3 4X4 1111.5X3 1111.5X3 14'5"14 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL. 5.00 Des Ld. 55 00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std. NA Speed NA mph Enclosure: NA Category: NA EXP NA Mean Height: NA it TCDL: NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a: NA It Loc. from endwall. NA I. NA GCpi: NA Wind Duration: NA Lumber Value Set, 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 02 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",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 Ct. NA CAT. W PI: NA Ce NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL) 0.137 D 999 360 P 797 VERT(TL) 0 259 D 904 240 H 783- HORZ(LL) 0.018 1 - P Min Brg Width Req = 1.5 HORZ(TL): 0.024 1 H Min Brg Width Req = - Creep Factor 2 0 Bearing P is a rigid surface. Max TC CSI: 0.564 Bearing P requires a seat plate Max BC CSI 0 840 I- G W 7.2 Max Web CSI: 0.426 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 -546 D - E 0 -1760 B -C 0-1387 E -F 0 -1420 C -D 0-1741 F -G 0 -595 e S-0 ,o /A. -TE P.•' &`Rr; 9-NA0278yt E 02/28/2018 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-0 868 0 J- F 473 0 O- B 0- 840 F- I 0 837 B- N 495 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 quirefe x Informal e iba TPang' handling, shi ping, installing and bracin Refer to and follow the latest edition of BCSI (Building Safety y_ d SBCA) f8r sa ey practices prior to perfo ming these functions. Installers shall provide terhporary r SCSI. Unless noted o erwise,top chord shall have proPerN attached structural sheathing and bott2r Shord shall hav a pro2erl apid ceilin Locations shown for permanent lat8ral resiramt bf wpbs shall hav bracjn nst811ed per Bc51 sec rons Q3, 7 or 1317 fta Appy fDlat s to ach face.ortruss anu positron as shown above and on I e Jomt9detarls, unless noted otherwise. Refer to60A -Z for sta i and pate positrons. of I rl 1, or for nanonn snipp acceptance of pro essior any structure is tie respon ral notes page and these web sites: not be responsible for TPI" www his drawin11gg a failure to build theonchitlrawXorCoverpage e dest n shown. The sui9bility ALPINE nnwtewwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048 Py. 1 SEON 76537 / T11 / SY42 Cust: RR8975 JRef: 1WBV89750111 rEENBLDR Oly: 1 FROM: ALS DrwNo• 059.18 1233 09578 Truss Label: FTGE I I I KM / DF 02/28/2018 Y i 1'7"8 2'10" 14'5"4)4.8"4 11'7"4 3 I 12'1 V'8 274 1.4.. -'i TYP) 3X3 A B C D E F G H 1 J K L 3X3 14'8"4 Loading Criteria (psf) a e e v Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL. 4000 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /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 B 999 240 Wind reactions based on MWFRS BCDL: Soo Risk Category. II Snow Duration- NA HORZ(LL): -0.001 B - N Min Brg Width Req = - Des Ld: 5500 EXP, C HORZ(TL): 0.001 B Bearing Y is a rigid surface NCBCLL: t0.00 Mean Height. 15.00 R TCDL: 4.2 psi Code / Misc Criteria Creep Factor: 2.0 Soffit 200 BCDL 3 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI, 0.360 Members not listed have forces less than 375# Load Duration, 1 00 MWFRS Parallel Dist. 0 to h/2 TPI Std 2014 Max BC CSI: 0.013 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Spacing: 12.0 " C&C Dist a 3.00 it Rep Factors Used: Yes Max Web CSI: 0.122 Loc. from endwall: not in 4 50 it FT/RT:20(0)/10(0) X-13 76 -404 GCpi: 0.18 Plate Type(s): Wind Duration 160 WAVE VIEW Ver: 17.02.02A.1213.21 Maximum Gable Forces Per Ply (Ibs) Lumber Gables Tens.Comp. Gables Tens. Comp. Value Set. 13B (Effective 6/1/2013) 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-0 61 -469 Lumber v lu t"13B" d n 1 G -S 66 -513susesesigaues approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 253 at 0.00 to 384 at 6.88 go pit pit TC From 384 pit at 6.88 to 384 plf at 14.44 BC: From 5 pit at 0.00 to 5 pit at 1456 Plating Notes QO•• All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes . :• ATE •• Truss must be installed as shown with top chord up. 4, '. • 1Op••• 0 278 ON AL EN wrntlw unw 02/28/2 18 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlln9 shipping int;talling,and bracin Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI an S CA) i$r safety practices prior to performing these functions. Installers shall provide temporary bracin per BSI., Unless noted o erwise,top chord shall have grope attached structural sheathing and boltQm lord $hall hav a proper y attach d rigid ceillna Locations shown forpermanent lateral restraint bf webs shall have bracing inslalled pgr SCSI sections B3,7 or B10, as app ica e. Apply plats to each face or truss and position as shown above and on the Joinl Details, un ess noted otherwise. Refer to ALPINEdrawings1601forstandardplatepositrons Alpine, a division of ITW B rlddl1nQCCompon nt5 Grpup Inc shall not be responsible for any deviation from this drawin any failure to build the mi,wo,,,„ truss In nformance with N51/ P1 1, or or hand i shipping, rnstellati n and bracing gf,trussmA real on this dr wirlq or cover page , , 2400 Lake Orange Dr. listing this drawin indicates acceptance of proTessionaf en meering re ponsibill so ely or the des n shoNTn. The suitability Suite t 50andlistingofthis iawing for any structure is the responsibiligof the Build ng DesiglSer pefANSIIfPI 1 S2c.2. For more mformatwn see this joWs general notes page and these web sites ALPINE www al meow corn, TPI www.t cosi or . SBCA wwwsbcjndU31rYC0M.1CC WWWOCC311fOOrg Orlando FL, 32837 Job Number4 N330048 Ply: 1 SEON 76538 / T32 / SY42 Cust: RR8975 JRef: 1WBV89750111 TEENBLDR Oly. 6 FROM RAA DrwNo' 059 18.1233.10280 Truss Label: FT7 I I KM / DF 02/28/2018 T Co 1 5'4"8 7'0"12 1 11'2"4 5'4"8 1'8"4 4'1"8 2,6„ _'i VY12 TYP) 1113X3 = 3X3 15X3 =3X3 =3X3 1111.5X3 =3X3 =15X3 A B C D E F 1JI5X3I =3X4 1111 5X3 Loading Criteria (psr) Wind Criteria TCLL 4000 Wind Std, NA TCDL: 10.00 Speed. NA mph BCLL: 000 Enclosure NA BCDL: 500 Category. NA Des Ld: 55 00 EXP. Mean Height: NA it NCBCLL: 1000 TCDL' NA psi Soffit: 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a. NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "'I 3B" 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. 3X3 1111.5X3 =3X3 1113X3 11'2"4 mill; low Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Cf. NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W Pi: NA Ce: NA VERT(LL) 0.076 C 999 360 N 602 / - / • / - / - 7.2 Lu' NA Cs: NA VERT(TL) 0.165 C 999 240 H 603 / - / - / - / - 3.0 Snow Duration: NA HORZ(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 & 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 BC CSI. 0.741 Rep Factors Used: Yes Max Web CSI: 0.296 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02 02A.1213 21 A - B 0 -391 D - E 0 -980 B- C 0- 907 E - F 0 -378 C - D 0 -988 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. M- L 773 0 K- J 988 0 L- K 990 0 J-1 763 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -N 0 -573 E-1 0 -612 A -M 621 0 I -F 601 0 M- B 0- 606 F- H 0 -553 J -E 434 0 i o:• ATE 0.: 0 278 'as'/ONAI N 02/28/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinq.-handling, shipping, installing and bracing. Refer to and follow the latest edition of ompongtS GffiPinIn shall not be responsible for any deviation Irom this dr wing any lailure to build theInororansipg, Installatl nand bracing of trussesA seat on th S dr8wirfq or cover page , acceptance of essionaf en ineerinq respons7biliN solely for the design shown. The suit3blllty ystructureIsesponsibilit of the ufldi g Desig er pe ANS11TPl 1 c.T. real notes page and these web silos: ALPINE www.alpmedw.com; TPI: www.tpmst ora: SECA: www.sbandustry com, ICC www iccsab ALPINE w+nwrpw.xr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330048I Ply' 1 I SEON. 76539 / T35 / SY42 1KM Cust RR8975 JRef• 1W8V89750111 TEENBLDR Oly 1 FROM RAA Dnallo: 059.18.1233.09280 Truss Label: FT8 / DF 02/28/2018 T 01 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 " Wind Criteria Wind Std: NA Speed. NA mph Enclosure NA Category. NA EXP: NA Mean Height: NA ff TCDL: NA psi BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi NA Wind Duration. NA Lumber Value Set' 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #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 1 2'S"8 4'1" 1'7"8 10" 1'7"8 11"12 —{ 17'12 --1 3X4 1111.5X3 11115X3 =3X4 A B C D i 4'1" ---i 9'4" Snow Criteria (Pg,Pf in PSF) DeNCSI Criteria Maximum Reactions (Ibs) Pg• NA Cf NA CAT, NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL 1W Pf NA Ce NA VERT(LL)- 0.005 B 999 360 H 225 / Lu. NA Cs. NA VERT(TL) 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 I 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 ON•°JY` FATE OF 9 . s.......... a0 278 w,ONAIL EN 02/28/2018 r1 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gt ue t re me care in fYbricatin handl ng shipp g installing.and bracing.. Refer to and follow the la}est e iti n of SCSI (Building C 5 fe Information, b7hTPl an 'SBCA tbi safe Pragices pnor to pertormmg these tuncbons Instal ers s al provide temporary 13 SI Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom tlord shall hav a properly id cellin . Locations shown for ermanent lateral restraint bf w bs shall hav bracing nsl lled p r BGSI secllons Q3,7 or B1Qe _ Appy plates to each face. ofptruss and position as shown a ove and on lfle Joinfaetalls, unless noted otherwise. Refer to any failure to build gthe n r TheThe bility ALPINE MIMC 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 Or, 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Vlnd Soeed, 30' Mean Helaht, Partlally Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 111 Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace all Group A Group B Group A Group B i-' J U Q S P F HF NI / N2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 1.4' 0' 113 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' It' 3' it, it, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ll' it, 13' 7' l4' 0' Standard 3'6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' It' 9' 8' 10' 4' 13' 1' 14' 0' SP D F L 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ll' 9' 3' It, 9' 12' 2' 13' 11' 1.4' 0' 112 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12' 0' 13' 9' l4' 0' R3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' l0' I' 10' 10' 13' 8' 14' 0' Stud 3' 7' 4' t0' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' l0' 10' 13' 8' t4' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' U i Q1 UU t,DDFL S P r LJ Cfill R1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' t0' 1' 10' 6' 13' 3' 13' 9' 1.4' 0' t4' 0' 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ll' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' ll' 10' 4' 11' 10' 12' 8' l4' 0'l4' 0- S P D fL 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' t0' 2' 10' 7' 13' 5' 13' ll' 14' 0' 14' 0' 112 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' V 10' 6' 13' 3' 13' 9' t4' 0' 14' 0' 4' l' 5' 111 6' 4' 7' 11' 8' 5' t0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' l4' 0' l4' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ll' 0' It, 9' t4' 0' 14' 0' 4 d 1 X d c UU S P F LJPIl N1 / 82 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' l0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' ll' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L RI 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' R2 4' 8' 7' ll' 8' 2' 9' 4' 9' 8' it, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 6' 6' 10' 7' 3' 9' L' 9' 7' it, 0' til' 6' 14' 0' 14' 0' 14' 0' 1.4' 0' Stud 4' 6' 1 6' 10' 7' 3' 9' t' 1 9' 7' 1 ll' 0' 11' 6' 14' 0' 14' 0' 14' 0' 1 l4' 0- Standard 4' 5' 6' l' 6' 5' 8' l' 8' 7' l0' ll' Il' 5' l2' 8' l3' 7' 14' 0' 1 l4 0' VATE OF ; b'F OR P• c', 1 teear lsseee V S/ONAt Bracing Group Species and Grades, Group A, S rucc-Plne-Fle Hem -Fir N1 / N2 Standard 1 02 1 Stud 63 Stud 1 1 03 Standard Do las Fir -larch Southern Plne ns N3 03 Stud Stud Standard Standard Group B, Hen -Fir NI k Btr Nl Dou Ins Flr-larch Southern Pineww NI Nl N2 M2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these erodes. Gable Truss Detall Notes, And Load deflection Criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with Lod (0.128'x3.0' min) malls. 3R For (t) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' ac. between zones. 31 Wor (2) 'L' braces, space malts (it 3' o.c. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web ember length. Gable Vertical Plate Sizes Vertical Len th No Splice less than 4' 0' 2x4 Greater than 4' 0', but 4x4 less than 12' 0' t Refer to common truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24.0' Yrwt About I able Truss Diagonal brace optlon, T vertical length nay be 1 doubled when diagonal 18' 3K brace Is used. Connect L dbgonet brace for 69011 at each end Max web Brace total length Is 14'. 311311 2x6 DF -L 02 or better daganal 1r t Vertical length shown bracer single 8, A In table above.or 45' double cut 1 L 1asshown) at upper end. Connect olagann at midpoint of vertical web. Refer to chart a v wNVAWmilis READ AND FUJ" ALL IVIES UI THIS ORAVVQ amTAMTa nom THIS BRAVBIG TO ALL CUflRACTORS BCWDBG TIE INSTALLERS ,e Trusses rew11A'e extreme care In fabricating, hondIng, siftlp, InstalUp and tragi Refer iso tallow the ,alert ICSI <N,idhO Ca,panent Safety Infarwatb,, by TPI and SiCA> for et; edhbn ofpracbc.s prior to perfrn,Ing them functions. Installers shall protide tenprarr bradnp per TL unless noted atheralm, top do d shalt have properly aKad,eA strucMal ahenwp and leettany, shell have a properly attadwd Acid ceMna Locatbro shown for perwv,m,t lateral "at raY,t of 7jl f1 D, 11 IL-- 1lo shall nave trper S[ acing Installed sections NJ. 07 or NII, as applicable. Appy plates to wad, F truss shown the Jolt Details. noted otheMm. e\ d 11- I11! of and posltbi as above and on viem Refer to dradrps 16OA-z far staMard plate posnbns. S AN rr b07MPAW Alpine, a division of ITV Moline Components Inc doll rot M aspen bila Fr any devlatlen f ties dins foMee to b,Jtd the truss In AHSI/TPI L fr Iwe l,ganyrroncawHhr shippIng, Ration a to 46 p of trusms. ptee of professloWAsea( on tib drawing or cover page Urldie ws drs.6,2, Indicates amno 1J723\FlrvmpoA\Ome aro wrIng solely far W desIQ shown iM adgbliey aM ,p of this drawing Shote\ 200 far any structure Is the respm ilMy of tiv MAding Desle,er PR M6I/TPI 1 sec8 Ma"nd\Heights.\MO\63047 For mora Information me this job's general roNs ppaalK aM them web sHeo ALPIRFi wwwalplleHwcenl TPb www.tpinstory $BCM wwwsbdevdustr .OrQI llx7 awwloemff.org VATE OF ; b'F OR P• c', 1 teear lsseee V S/ONAt Bracing Group Species and Grades, Group A, S rucc-Plne-Fle Hem -Fir N1 / N2 Standard 1 02 1 Stud 63 Stud 1 1 03 Standard Do las Fir -larch Southern Plne ns N3 03 Stud Stud Standard Standard Group B, Hen -Fir NI k Btr Nl Dou Ins Flr-larch Southern Pineww NI Nl N2 M2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these erodes. Gable Truss Detall Notes, And Load deflection Criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with Lod (0.128'x3.0' min) malls. 3R For (t) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' ac. between zones. 31 Wor (2) 'L' braces, space malts (it 3' o.c. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web ember length. Gable Vertical Plate Sizes Vertical Len th No Splice less than 4' 0' 2x4 Greater than 4' 0', but 4x4 less than 12' 0' t Refer to common truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24.0' 1 Rein Po Mehl Ga Tr Gable Detail For Let -in Verticals s Plate 3propriate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of upped plates to span the web. 1, 2X4 2X42X8 rrovtae connecmons for uputs specltlea on xne englneerea truss oeslgn. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) naps In the top and bottom chords. Toenalled Notts - 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051.014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015ENDIO1014, A20015 A11530ENC101014, A12030ENC101014, A14030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101 0 S11515ENCIOO815, S12015ENC100815, S14015ENCI t S18015ENC100815, S20015ENC100815, 520015E QplIM It S11530ENC100815, St203OENCtOO815: S14030 6 S18030ENC100815, S20030ENC100815, S200 NO OPEDI 08 See appropriate Alpine gable detail for moxl im un r fort gab v T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -Holl - Or - End-naR 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. Web Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 X Example, 2x6 20 X ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP p3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 t) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = Il' 2' A, IA64Npracticesfol AN S 1\13723\ RlverpoU\ Onw sude\200 Maryland\ Heights.\Mo\63043 s•VA16M T tIF.AD Alm f7TO ft All MDIES a ras DRAVD4i /RsmofmAMToFIWQSHraSDRAVOIGTOALLCOrtRAC70KDtCLtmDt377EMSTAt1ERS. JTrussesreVuo•e extrtme can In fabs ton, handling. sltpo , o,stelUng and brawn. Refer and i ow priorpriors toeperfo, b these functions. Wtatlsrs shall provide eviporlary breckV per et'' % ATE i line" noted otherwise, tap chord shall haw properly attached structural sheathon and batt • e• shall haw a property attached rigid celon. Locations sham for permanent lateral rastraht of • •e shall have tw•aCl1p Installed per SI sections 13, 17 or, 110, as applicable. Apply plates to each a e• • ` of mass aid position as sham above and an the Joint Detals, unless noted otherwlse. I4 w e COQ, • `N Refer to drowtns 16GA-Z for standord plate positions. I / •• , ` • Alpine, dra i divany ` A- e•Naree•• this dation, any bVfoltureof to bold the truss H con onhnnce with ANS[/TP[ 1, a for ha of ITV &Adhg Components tang Inc. shag not be responsible for an deviation f t// t Mscon of trusses. A seal on tlts draeon or cover pope Uston this drasbhp, odcntes acceptance of professlarhtl 'nIAsad solely for the sham. The qty and u of singi fda b ti`e'e.p°"mllty °'aa,o °''quer' o«' ""slrtPl t sect 90278 411 QpI(u tyFornotebhformatlonseethisjob's general notes pope and 'hese web sHes 02/28/2018 ALPDIEh wwwwlphette.coml Tot, www.tphstorpl SKA, .ww.sbeohdustr ICO wswlccsafeorp MAX, TOT, LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN 1014 DUR, FAC, ANY MAX. SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL I R OC 3 01 Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2'•0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into pudin with a minimum of 8-0d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05,140 mph, Enclosed. Cat 11, Exp 6,1=1.0, Ktt=1.0 Or A Maximum of ASCE 7-10,180 mph, Enclosed. Exp 0, Kit --1-0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. e the Grippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITY01 lnnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Raker to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails 13. Collar beam to rafter 416d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162'x3.5")COMMON NAILS 20 continuous lateral restraint (CLR) min. is required for cripples S'-0" to 10'-0" Iong nailed w/2 .10d (0.146"W) nails. Or 2x4 "T' or scab reinforcement nailed to Rat edge of cripple with 10d J0.126"x3.0") nails at 6" o.c. 'T" or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces vd "r or scab. Use stress graded lumber & box or common nails. afarrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter If sleepers are not used Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing is not used. Apply all nailing In accordance to current NOS requiremen Nails are common wire nails unless noted otherwise. H. 00040000.41, s (A) (B) ('•) es1/ARKDOM 1EAD NO `ntD1 AL 1OM ON TKSanhWAVDOs 1 LL 20 30 40 54 REF VALLEY FRAMINGWfrin(im rtroflet STAVD4 MAL tanRACTM DCLUU a TK t16TALUM = _ Truss s r•qW ertr~ ca a febrketae, tirWUtiR, 000io. ww1ap aM br•D+O Rehr to eN • fouoe eha latest "ton of Best OAdbV roipon.nt Safety infernaean, by I'. w SaW for saftkyi • 1[ DL 10 20 7 7 DATE 10/01/14 practYes prior m owvorwae Chase ItKtlonL * tAyshad pre%w temporary V caw per STATE OF J C DL 0 0 0 0 DRWG VACNV1801015Iisessrot•• etho pe top chord sirs have nt Installers att• rnoa rev r leo Or%" br and bertan j j\j I r., sus have a properly otOsWd rn eelhy Location shb.n for pfrronnt lateral restrsht of 4% oQ Q oY V1 shat have nd ave" s per eb seetW Ki. p nt sa. u b.ble. Mplr p1•W eo e•d. r • `/ A Rt trrto w opo •. fho. n obese .ns t# os foal awu v0 ess nosed oehrr.Is.. •: O C LL 0 0 0 0ResertoO-a.i ps taea-z for stenooM place pmlMeni • • rs.o . ca • .••OR10•. • a Alpae, a AMson or Iry luarw eonparnts cans tna shad not •e rvspensble for_ ary Fs •. !' ". ` O TOT LD 30 50 47 61AHITWCOMPANYteessa.t R mry .v to bktd ae ares a ornvco mh MSVM 1, x for h•ndeV N artdlathon a bvMe or tr ms. + w AA sesaopnrvftj tr efty or cover pope d reue mn ew *-&Wo Mmtrx amepenc• of woe smet raM DUR. FAC. 1.25/1.15servrysbvcM.M Is Wtowyrespor I& o1 •howl Th• W ddit w .ss of Ws -asap ONAI Ettta t1Ta9tdaaW lLme s+ Iry Drsgw per AttII/TR 1 S•e2. Each tskebwgdy. MO OW ror mor• asor aon ees this Job'• General rotes e• wW these .eb sten 1AirDE, ...e1pa.Ic.con, Tab ....toastero, saw ....m a„e vorns 000 ...m.how l0 20[ ISPACING SEE ABOVE RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit # ## 1 8- 1 5 6 9 SpecificatinS7ANFORD Project Location Address Captiva, -5 3A .Q2 c L,. /) ., Lo T- ;-a-<D As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung 53 1/8"X72 Non -Impact FL17676.2, .9, .16 Horizontal Slider Casement Double Hung. Fixed MI Windows FL18644.4 Awning Pass Through Projected Mullions MI Windows Mullions F118504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-1112 Underla ments InterWrap, Inc. Underlayment's FL15216-113 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI -2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Building Componets Truss Plates FL1999-R6, .1 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 7a rr 3r 5)• AIl mDnc.d 9 Wa[ e9u WINDOW CALL -OUTS 6 o[jeL, sr oeongW court sera ants L..9 V 0 G p3,c 7v n 54 37 + )) 54 37 w LU H• I) 54 Vt ll 54 )) 54 3354 U2lu-2 L415i t o D _ wDwa.sru VNssru Mrtr g5r IIS! 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D1GARAGELEFT Florida Building Code Online Page 1 of 6 minProfessionalRegulation SCIS Home I Lop In I User Registration j Mot Topics Submit Surcharge ; Slats B Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I b a P* Productr Approval IUSER: Public User Product Approval Menu > Application Detail Year FL # FL20461-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R3 COI (d) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code http://floridabLiiiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs.19a49YAgX.Iki-IOLiU... 3/22/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Summary of Products Page 2 of 6 Go to Page O 10 0 0 Page 1/ 2 FL ii 1 Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.1.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or numbers for these doors, which have been stained or painted within six months of installation.) painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II fel Inst 20461.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.2.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.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Smooth -Star Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star I Fiberglass Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.5..p0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http://floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgsJ9a49YAgXJkHOuU... 3/22/2018 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.5.giif additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Page 3 of 6 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (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 (d) Eval 20461.6.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.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.7.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 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 HVHZ: No FL20461 R3 11 (e) Inst 20461.8.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 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or panted 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/Outswmg; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part Installation Instructions FL20461 R3 11 (e) Inst 20461.10.0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL20461 R3 AE (d)Eval 20461.10.odf Created by Independent Third Party: Yes http://noridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwlDgsJ9a49YAgXJkhlOLIU... 3/22/2018 Florida Building Code Online numbers for these doors, which have been stained or Ipaintedwithinsixmonthsofinstallation.) Page 4 of 6 20461. 11I k. Therma-Tru Fiber -Classic and I 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 11 (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 Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (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 20461.12.0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 M. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelites) (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 Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (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.p ff 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 rThema Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglassh-Star Single Door with Sidelites) (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 20461.15 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.15.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or panted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) http:HfloridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkFiOuU... 3/22/2018 Florida Building Code Online Page 5 of 6 Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 fel Inst 20461.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.16.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star any additional use limitations, installation instructions and doors, this product approval requires the use of "J" part product particulars. (For Fiber -Classic and Smooth -Star numbers for these doors, which have been stained or doors, this product approval requires the use of "J" part painted within six months of installation.) numbers for these doors, which have been stained or 20461.17 q Therma_Tru Fiber -Classic and ooth-Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 Il (e) Inst 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R3 AE (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 rThma Tru Fiber -Classic and ooterh-Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.19.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.20.01' additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page l_J '4b 0 d Pagel/20 0 Back Wont Contact Us :. 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone. 850.487.182 The State of Florida is an ANEW employer. Cooyriaht 2007.2013 State of Florida.: Privacy Statement .. Accessibility Statement .: Refund Statement http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkViOuU... 3/22/2018 Florida Building Code Online Page 6 of 6 Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address d 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 l0 the public. To determine of you are a licensee under Chapter 455, F.S., please click DML. Product Approval Accepts: a Credit Card Sate http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGCVXQwtDgsJ9a49YAgXJkFlOuU... 3/22/2018 THERMA18MU 0 DOORS Fiber -Classic., & Smooth -Star. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING of GENERAL NOTES I. This product has been evaluated and is in compliance with the 61h Edition 120171 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone' HVHZ). 2. Product anchors shag be as listed and spaced as shown on deto8. Anchor embedment to base material Owl be beyond wag dressing or stucco. 3. When used in areas requiring wind bome debris protection, this product is; required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 d R301.2J 2. 4. For 2x stud framing construction, anchoring of these units shag be the some as that shown tar 2x buck mosonry construction. S. Site conditions that deviate from the detaifr of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic L Smooth -Slur Door panels require the use of -1' part numbers and must be stained or painted within six months of installation. TABLE OF CONTENR CONFIGURATION LRE INSERT LOCKHARDWARE DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite Latch L Deadbolt 47.0 -47.0 +47.0 -47.0 N•7 $ Nt: p' n 47.0 -47.0 +47.0 -47.0 X i' rrrrr Latch d Deadbolt P.0 X rt s 50.0 -50.0 +60.0 -60.0 X u z g v z a a m° X a N3 5d 60.0 -65.0 +60.0 -60.0 a 14 F CZ N: b CONFIGURATION LRE INSERT LOCKHARDWARE DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite Latch L Deadbolt 47.0 -47.0 +47.0 -47.0 X Multipoint 47.0 -47.0 +47.0 -47.0 X Flush Glazed Latch d Deadbolt 47.0 -47.0 +47.0 -47.0 X Multipoint 50.0 -50.0 +60.0 -60.0 X 3/4 Flush Glazed Latch L Deadbolt 45.0 -60.0 +45.0 -45.0 X Multipoint 60.0 -65.0 +60.0 -60.0 See Sheet 5 for Hardware Specifications am 611116 sure N.T.S. M ft. JK arrc Or LFS FL -20461.14 zu 1 or14 cdz 0 GI G2 EXTERIOR ar MPOSITE COMPOSITE HINGE SHL CO INTERIOR LOCK STILE CAP CAP (ENGINEERED WOOD) (ENGINEERED WOOD) rl-"\ HORIZONTAL CROSS SECTION 31.6" — 0.406* G1 G2 .40.71 EXTERIOR is j, COMPOSITE COMPOSITE , E HINGE STILE INTERIOR ZLOCK STU CAP CAP (ENGINEERED WOODI ( ENGINEERED WOOD) HORIZONTAL CROSS SECTION 36.0' MAX. DOOR PANEL WIDTH e DRWMR PANEL 40 $00, BOOK I 35.813'MAX. DOOR PANEL WIDTH rT 41 Hybnd D DOOR 0 PANEL oor 35.813'MAX. DOOR PANEL WIDTH @0001 PANEL 42 DoorRul%ollamm TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED TOP RAIL COMPOSITE CAP W/ s Z WOOD) zNi dZ 0 pi fill 0 > W, R 0 o 0 0 ol z Em3 0 i w D00. 0. U: dix TOP RAIL COMPOSITE CAP W/ LVL ENGINEERED TOP RAIL COMPOSITE CAP W/ c Z WOOD) LVL ENGINEERED WOOD) 1.9 PCF MIN.) RBERGLASS SKIN--' RBERGLA$$ SKIN T 0.052 THK.) 0.087 THK.) FOAM CORE z POILYURETHANE• 0 1.9 PCF MIN.) 0 a. BOTTOM mi... COMPOSITE I CAM 611116 1 I I lxlxlxb INTERIOR EXTERIOR INTERIOR EXTERIOR FOAM CORE c Z r, POLYURETHANE - 1.9 PCF MIN.) RBERGLASS SKIN--' RBERGLA$$ SKIN 0.052 THK.) 0.087 THK.) z BOTTOM RAILBOTTOMmi... COMPOSITE I CAM 611116 1COMPOSITE) 071.71' SmL. N.T.S. 01 owc. sy. JK r -"\VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION CHL or LFS— mo_- FL -20461.14 earl 2 or 14 OS51 EXTERIOR 4.982' 0-7 COMPOSITE ofCAP x G! Y.. COMPOS - --ITIE \-HINGE STILE LOCK STILE ...... .... ci CAP (ENGINEERED WO00) G3 INTERIOR 0 %1 ENGINEERED WOOD) "ItIl pi - 9 0 cotojo G HORIZONTAL CROSS SECTION ' o, gm z 0 ox z 0Em3M , 9 cw0.406- EXTERIOR 3.6 5 dTOPRAILTOPRAIL ar ).406 1 r_ (COMPOSITE CAP W/ (COMPOSITE CAP W/ c C ZILVLENGINEEREDLVLENGINEEREDE 06 COMPOS tE CAP tj V. WOOD) L WOOD) HINGE STILE LOCK STILE COMPOSITE INTERIOR ENGINEERED WOO (ENGINEERED WOOD) CAP ) 4 EXTERIOR 1,982' z 2 HORIZONTAL CROSS SECTION 36.0'MAX. 35.813'MAX. 35A13MAX. FOAM CORE FOAM CORE DOOR DOOR DOOR(POLYURETHANE - (POLYURETHANE •- PANEL WIDTH PANEL WIDTH PANEL WIDTH 1.9 PPCF MIN.) 1.9 PCF MIN.) C, 4e3 to G3 G3 23.81*0.1.0. WIDTH FIBERGLASS SKIN 0.087 THK.) cl 0 V a: Z( e r2 77 0 x x FIBERGLASS SKIN 34, 0.087 THL) Lu 9 jrJNj T A, BOTTOM RAIL BOTTOM RAIL COMPOSITE) COMPOSITE) WE 611116 scmz: N.TS. L O%G °n JK 1.71" 1.71" CKL or Ui fj-VERTICAL CROSS SECTION t-41 VERTICAL CROSS SECTION opAwm olm. @428WDOOR PANEL 20 FL-20461.14R (AAN ODOR PANEL 200OR PANEL 3 \Z:-.' Hybrid Door u I Door SKEET 3 OF Z4: O20—K 45 RIOR jl OS COMPOSITE INTERIOR LOCK STILE (LVL) CAP 1 HORIZONTAL CROSS SECTION 4 46 DOOR PANEL BOOK _ S2 x Ed o. 0 0 P L 35.813' MAX. DOOR PANEL WIDTH 3.3' ---I r 6 p: LOCK STILE (LVL) COMPOSITE %i ~ 7.10' Door Panel CAI' I.OB" G3 0.406" b r— 3.6' OEMY ' COMPOSITE LOCK STILE (LVLJ COMPOSITE CAP 2 HORIZONTAL CROSS SECTION CAP 4 35.813' MAX. DOOR PANEL WIDTH 3 4 4i OOORIANEI Hybnd Odor RANEIDO. n n i~ a owto,n N 0d;6 i azv 9m S4ia a: of 2-1 TOP RAIL 36.0" MAX. DOOR OMPOSTTE) PANEL WIDTH 3 X1 4 T- S 24.13` 01.0. WIDTH O-, eW4 a X c9PCEMIN.)%'• O I o e o P L_ 46 DOOR PANEL BOOK _ S2 x Ed o. 0 0 P L 35.813' MAX. DOOR PANEL WIDTH 3.3' ---I r 6 p: LOCK STILE (LVL) COMPOSITE %i ~ 7.10' Door Panel CAI' I.OB" G3 0.406" b r— 3.6' OEMY ' COMPOSITE LOCK STILE (LVLJ COMPOSITE CAP 2 HORIZONTAL CROSS SECTION CAP 4 35.813' MAX. DOOR PANEL WIDTH 3 4 4i OOORIANEI Hybnd Odor RANEIDO. n n i~ a owto,n N 0d;6 i azv 9m S4ia a: of 2-1 TOP RAIL OMPOSTTE) J X1 DAM CORE IYURETHANE • c9PCEMIN.)%'• I fid^ 0 G3 G3 zoo y1 . •.% f. :ice : ='r N OFIBERGLASSSKIN I (0.087 THK.) u o q.at q: • •.v,. z L s. a v.,, an: 611116 k • r ' WAL N.T.S. BOTTOM RAIL--': er JKCOMP.) owc I.T Oa( BY. LFS N0.• 4 VERTICAL CROSS SECTION B""'"` 3 VERTICAL CROSS SECTION FL -20461.14 4 4 9W 4 Or 14 HARDWARE TABLE MANUFACTURER MODEL aac W. LFS KNOB: FSI SCNIAGE OEADBOLT: 660 KNOB: SIGNATURE SERIES KWIKSET OEAD&OLT: SIGNATURE SERIES (960) HOPPE MULTIPOINT: MfDGARi THERMA TRU) S pt. Manual Tongue) III I i11 t' I IIS - i ;111, 1110009 I iii iii iii iii p Fiber-Clossk/Smooth-Star Door Panel Options Products approved include all embossed panel doors and 2 panel recessed panel doors. SWft glazed panel conDgaatioro are allowed. Panels shown are for illustration and are representative only. ah: 6/1/16 stqL N.T.S. owc. W: JK aac W. LFS aawao ta. FL -20461.14 S>w -5 or 14 111111111/1j J1. Ii E o s0 Z * 4!dyp ^ I : Y Z p 0 O O 1Z VNOZ{ E Z OU Nn 9 O o a. W 46 47 48cz It 4 d 43 44 45 E o tj 40 41 42 8 £a lid 7 1 U U EXTERIOR INTERIOR mcy MS, MIN. v i t; g2 1 EMB. WW -UVERTICALCROSSSECTIONzW E 6 Shown w/ 2% Buck E 'R N 8 Oulswing shown (Inswing *niw) C U L C e• d d 0.1.7C -SINK 0.15' C -SINK > > > m NPI (TYP) d N N 0 °.. 7 • e •• 0 = W o6 W C INTERIOR INTERIOR e IO.r9 O N 11oJ 1 K < z7l/Mri• Y1 h W z 23 24 EXTERIOR EMERK)R e c ^ 0 0 nN–Z 40 41 42 40 41 42 27 a arE- 61111 61-11C MIN. 29 I-1/1' MIN. nEMB. (TYP.) --il 43 44 45 43 44 45 1 EMB. (TYP.) SCALE: N. T. S. i 46 47 48 46 47 48 me 1K JK 0 2 HORIZONTAL CROSS SECTION 01°` BY. LFS 31 HORIZONTAL CROSS SECTION ,,,,-No No a 6 Shown w/ 7X Buckm Oulswing shown (Insuring simlar) 6Ouftwing s -- (V-" year) FL -20461.14 0 s11Err 6 or 14 1.1/4 EMB. I X Buck to be secured to masonry by others 2 HORIZONTAL CROSS SECTION 7 Shown w Q sub -buck Outswint; shown (Inswing simla) EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION wIOutsvigshovn (Inswing simlorl e INTERIOR EXTERIOR 3 HORIZONTAL CROSS SECTION Out swmg shown ((Ins Ing wTda<l 111111111/// y j Q a 2 Z u° oj11111\11 A n 0„m o JKS E m oceHh9do oruwwc w. a 4+ fp a: (L Z j Q 2 Z u° MIN. 1 16 iryp,) FwL-6 N.TS. ° r• o JKS urc er: LFS ? oruwwc w. a FL -20461 14 c n sem 7 or 14 EXTERIOR WO INTERIOR 1 VERTICAL CROSS SECTION Shown Direct to MosoruY OutswuTg only w/ 1.9/ 16 jamb In INTERIOR C 1 46 47 I I t I 43 44 Zoe I e 40 41 1.114 -MIN. EMB. (TYP.) WERIOR Is MAX. DIRECT TO MASONRY MAX. DESIGN PRESSURE: W/ STANDARD STRIKE = t 47 PSF w/ SECURITY STRIKE= t 55 PSF C 2 C i in I 1-1//"MIN. r EMB. (rYP I 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION Shown Direct to Mosorvyg Shown Direct to MasonryOutswingonlyw/ 4.9/ 16 Iamb Outswing only w/ 4-9/16 jamb EAtERIOR MA INTERIOR 4 VERTICAL CROSS SECTION Shown Direct to MOFM Outs. -mg onty w/ 6.9/16 jamb S HORIZONTAL CROSS SECTION 8 Shown Direct to Masonry Outswing only w/ 6.9/ 1 o9 jamb 1.1/PMN. arc; 611116r-- r EMB. (TYP.) swc. N. T.S. 6 HORIZONTAL CROSS SECTION 8+• JK a Shown Direct to Masonry aW. On. LFS 3 Outswing only w/ 6-9/16 jamb FL -20461.14 c sW _L OF 14 G JS s MAX. >.• Gj :^ o aon lll * li. i 000 E Q g Cr W N$ 9o aiiVLD mait a 14 t C p E v= CO 1.1/PMN. arc; 611116r-- r EMB. (TYP.) swc. N. T.S. 6 HORIZONTAL CROSS SECTION 8+• JK a Shown Direct to Masonry aW. On. LFS 3 Outswing only w/ 6-9/16 jamb FL -20461.14 c sW _L OF 14 G Nates. 1. Sii Item M's 17. 18.32.34, 35.36, 37 b 38 are attached to jambs w/ (3) N8 X 2.1 /2" pfh screws at each end. Sal Item N's 16 b 33 are attached to jambs w/ 121 N8 X 2-1 /2' pfh screws of each end. S8 Item b 15 Is attached to iambs utilizing (21 010 X T pph SMS of each end. INTERIOR SEE NOTE I EXTERIOR SEE NOTE I 1 VERTICAL CROSS SECTION y Inswing Sit EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 9 Outsvnng 511 INTERIOR EXTERIOR 2"N VERTICAL CROSS SECTION 9 Inswing Sal EXTERIOR SEE NOTE I o a e h N OZ U O aa. 6 1 16 ze ^ Onmz ate° scuso N.T.S. 1 y g v az Ea zmOu c V e CNK ef• SEE NOTE I 1 VERTICAL CROSS SECTION y Inswing Sit EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 9 Outsvnng 511 INTERIOR EXTERIOR 2"N VERTICAL CROSS SECTION 9 Inswing Sal EXTERIOR SEE NOTE I INTERIOR a e h N OZ U O aa. 6 1 16 ze ^ Onmz ate° scuso N.T.S. 1 y g v az Ea zmOu c V cwir`un$ 9d°a CNK ef• 4 VERTICAL CROSS SECTION N"NN1N0 "a a 4 C ° O= FL -20461.14 c N 3d INTERIOR a e h N OZ U O aa. 6 1 16 ze ^ scuso N.T.S. on BY. JK c CNK ef• 4 VERTICAL CROSS SECTION N"NN1N0 "a a y Public Access Sill FL -20461.14 c SNRT 9 or 14 Q IIIIIIIIIII/ I// aIN 1i; Zl 3) JAMB PFH WSJ oTOHEADDEWL 44°° i VN•: 4_ (nP•) v t moo 9 p od• mdn` cW z D v 2x BUCK oHEAD & JAMB$ TYP.) MASONRY J IXBUCK$ OPENINGv i M DIRECT TO w 2X BUCK N MASONRY m FRAME TYP. HEAD d c Y JAMBS o aI m a d F fn VrQ h vO BUCK zFes^ CJb amo o: N O F n n x MOiRY BUCK ANCHORING FRAME ANCHORINGpp n o ^ a o n N ^ S Z U wm 611116 i Scut: N.T.S. ° cm W. JK m' as w: LFS 3 OPA*lm No - FL -20461.14 ° a mar TO or 14 7 e b 28 2X BUCK L IXBUCK G DIRECT TO M 0 26 MASONRY 2X BUCK 25 IX BUCK G DIRECT TO M 27 MASONRY LATCH & DEADBOLT DETAIL Kwikset 2X BUCK IX BUCK DIRECT TO MASONRY SUB STRIKE PLATE 2X BUCK25 IXBUCK G 0 27 DIRECT TO M MASONRY LATCH & DEADBOLT DETAIL ScNage LATCH & DEADSOLT STRIKE DETAILS b Q 0 SEE HINGE tV O O DETAIL (TYP.) m I o M N 7 o a Rj i- 8jx SEE LATCH b 0EA06OLT I _ OE1M L.0 °O O Vim$$ STRIKE JAMB HINGE JAMB Latch and Deodboll 8B M DIRECT TO MASONRY DEADBOLT STRIKE DETAILS Security Deodbolt Strike Plate) HINGE DETAIL tX BUCK X BUCK DIRECT TO AASONRY SEE TONGUE STIME DETAIL P.1 SEE LAICH L 0EADSOLT DETAIL q w STRIKE JAM6 Multipoint Lock 2X BUCKL IXBUCK G DIRECT TO M MASONRY 31 TONGUE STRIKE DETAIL Mullipoint Lock 2X BUCK IX BUCK G DIRECT TO M MASONRY 30 LATCH & DEADBOLT DETAIL MtAto6nf Lock MULTIPOINT LOCK STRIKE DETAILS n o Op Zh„ 00Z N •• mZ u doa dal° HC N.T.S. Yo or. JK W- m: LFS tAwm W04 FL -20461.14 Ka _11 or 14 BACKBEDDING COMPOUND 1 /T GLASS SITE I /T - 9/ 16' THK. GLASS AIR SPACE 1/B' TEMPERED GLASS N 10 X 1 -i/2" --j CRE\ DURASEAL. ALUMINUMPPHPLASCREW3A OR STEEL SPACER GLAZING DETAIL Gl BTS Ute Frame Door Ponels BACKBEDDING COMPOUND IFI/TG BREnHy.. GLASS I /T TEMPERED GLASS a4 4• AIR SPACE 1 /B' TEMPERED GLASS NIOX I -1/T PPH PLASCREW 3B DURASEAL ALUMINUM OR STEEL SPACER G2 GLAIING DETAIL BTS Ute Frame Door Panels I /T GLASS BREI j r 5J8' 1HICK GLASSDOORPANELIII /B' TEMPERED GLASS AIR SPACE IB" TEMPERED GLASS BACKBEDDING DURASEAL, ALUMINUM COMPOUND OR STEEL SPACER G3 GLAZING DETAIL Flush Glaanp DoorPanels sn..nrrrr/ 0 * i s2znN z' re4: y 0 INTERNAL GRID (GBG) INTERNAL GRID (GBG) = o o = Optionol Abuminum Spacer) + o o 300 u V 9/16' INSULATED GLASS INSERT OPTIONS ° ci c W H n p 4+ ma u a. a 3.25 `o i 6• I I 1( TYP1 8 '3a b Wo DECORATIVE INSERT PRIVACY IRON INSERTINSERT 1 0 tv I G iii a3111? INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BUND NunTinum Spacer) 21.1OplionolA0.sminum Spacer) ci NIOXI•I/2' D.L.O. MAX WIDTH z PPH PLASCREW < c1" INSULATED GLASS INSERT OPTIONS BTS Full Lite Frame rc75 T 1 a INTERNAL GRID (GBG) INTERNAL GRID (GBG( PRIVACY INSERT L L ^ NZ Optbnol Aluminum SpoceQ ISI arc: 611116 5/B" INSULATED GLASS INSERT OPTIONS sous, N.T.S. rsnc. sm JK ITS LITE FRAME NTS LITE FRAME 3A 112 69/16'GbtfnlT 3B I. oa. or. LFS aarwc NO.: FL -20461.14 sHm 1_$- or 14 T -Fin 4.5or @m- 5 3 INSWING THRESHOLD Intwirg Busk IbcEd Si 5.75' L4x-nm INSWING THRESHOLD 34 Inswing Mode I. Cinale U I.W 35 INSWING THRESHOLD Insvnn9 Moderate CGmote A j— S.7S T— L INSWING THRESHOLD 36 Imv4ng Bock Posed S-3/,' Sig 37 INSWING THRESHOLD kiswing Bost Poced I.1I 5R 456' r 4.56' L F-- 2.36' 38 INSWING THRESHOLD WOODlAMB \ Unw4g Compot+te Ad)uslable SR \V, 5.83' 5.7T 1 : _ 39 INSWING THRESHOLD 16 OUISWING THRESHOLD wEng Bosc Composle AcMIallle S8 Composle Si 322INSWING THRESHOLDCtraw4gBockComposite Adrystoble Si! 7.1/'I 61T 0 0 I 15 ADA THRESHOLD L I ---1.7Y ••I 1.92' + P o A SWEEI 9 SWEEP c OUTSWINGTHR"HOLD Compost. / AI n lrwm V 18 OUTSWING THRESHOLD Comp=le / AWrsirarm Sa Phemsal Break) l:y e e W ll\ J Gtltl 2000 On •: Ea i oZcjinm+ N n j G 0 ale t4 00.0. C= 0 lJdd,7 XC- N.T.S. 13 ro. or. JK m ur. BY. LFS ; MANG N0. a. FL -20461.14 aN 32 2INSWING THRESHOLDCtraw4gBockComposite Adrystoble Si! 7.1/'I 61T 0 0 I 15 ADA THRESHOLD L I ---1.7Y ••I 1.92' + P o A SWEEI 9 SWEEP c OUTSWINGTHR"HOLD Compost. / AI n lrwm V 18 OUTSWING THRESHOLD Comp=le / AWrsirarm Sa Phemsal Break) l:y e e W ll\ J Gtltl 2000 On •: Ea i oZcjinm+ N n j G 0 ale t4 00.0. C= 0 l Jdd,7 XC- N.T.S. 13 ro. or. JK m ur. BY. LFS ; MANG N0. a. FL -20461.14 a N CONCRETE ANCHOR NOTES. BILL Of MATERIALS MIN. MIN. CLEARANCE BILL OF MATERIALS II11111///I/ ITEM R DESCRIPTION MATERIAL REM DESCRIPTION MAIERIAI WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL 8 2X BUCK (SG >= 0.42) WOOD 26 8 x S/8" PFH WOOD SCREW L''C C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL 0 y 28 OEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A 288 Z STEEL STEEL G v STEEL P 4" X 4" HINGE STEEL J I /4" X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 30 dm iy . 0 of n 10 X 2-1 /7' PFH WOOD SCREW (I.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 1111 o 32 INSWING THRESHOLD ALUM/COMP N 3/Ib" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD t pp o g oNZ JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM U i1 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD vl _ gEm Oz0 '1 3d SWEEP VINYL 37 CW eN$ 9doa ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 mrL`a VINYL 39 INSWING THRESHOLD 4+ 1 S PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD d o= offW0 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) 18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 8 x 3/4" PFH W000 SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 23 10 x 3/4"PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U I) 24 10 x 1"PFH WOOD SCREW STEEL 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK) 47 48 a o 0 b o mc Ci ods F N N i^ W v+ " z LA I Concrete anchor locations of the comers may be adjusted to maintain the min. iE edge distance to mortar joints. a m 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjusted to W maintain the min. edge distance to Manor joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. v o a 3. Concrete anchor toble: Nhn p n 1W 7 a 611116 = 0 s7 -9 -Lc N.T.S. i arc. NY. JK m asc BY. LFS WOOD SCREW INSTALLATION NOTES: 0 MwM N0. 1. 0. 1. Maintain o minimum S/8" edge distance. I, end distance. 6 I' o.c. spacing O/ FL -20461.14 dwoodscrewstopreventthesplittingofwood. smm 14 OF 14 O CONCRETE ANCHOR NOTES. BILL Of MATERIALS MIN. MIN. CLEARANCE BILL OF MATERIALS TYPE ITEM R DESCRIPTION MATERIAL REM DESCRIPTION MAIERIAI A I X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL 8 2X BUCK (SG >= 0.42) WOOD 26 8 x S/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL 0 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 OEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A 288 OEADBOLT SUB STRIKE PLATE OEADBOLT STRIKE PLATE (SECURITY) STEEL STEEL G 3/16" X3-1/4" 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 8. DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /7' PFH WOOD SCREW (I.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" x 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/Ib" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 1 S PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) 18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 8 x 3/4" PFH W000 SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) 23 10 x 3/4"PFH WOOD SCREW STEEL 45 FLUSH GLAZED DOOR PANEL (U I) 24 10 x 1"PFH WOOD SCREW STEEL 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK) 47 48 3/4 FLUSH GLAZED DOOR PANEL (HYBRID) 3/4 FLUSH GLAZED DOOR PANEL (U I) ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY EDGE TO ADJACENT ANCHOR ITW 1/4' 1.1/d' 2" 4' No TAPCON ELCO • 1/d" 1.1/d" 1' d" UIiRACON ITYY • AS SHOWN TAPCON Florida Building Code Online Page 1 of 3 11 Business & Professional Regulation SCIS Home I Log In I User Registration 1 Hot Topics I Submit surcharge I slats & Facts I Publications I Fac Stan I SCIS Site Map I Links I search I Florida r ®Product Approval IUSER. Public User Product Approval Menu > Product or AopbcaUon Search > Application List > Application Detail FL # FL15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R4 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.floridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl-18572gvd Wl... 3/23/2018 Florida Building Code Online Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL it I Model, Number or Name Description Page 2 of 3 15332.1I SERIES 420 ALUMINUM SGD I RSERIES 420 EINFORCED ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R4 AE 510807D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2I SERIES 420 ALUMINUM SGD I RSERIES 420 EINFORCED ALUMINUM SGD OX, XO, XX 96"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL35332 R4 II 08-00498E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R4 AE 51080513.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02248C.0f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512968C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R4 11 08-02249C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL35332 R4 AE 512970C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-00499E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL35332 R4 II 08-00501E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https:Hwww.Floridabuilding.org/pr/pr_app_dtl.aspx?pal•am=wGEVXQwtDgtH8572gvdWl... 3/23/2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R4 AE 510808D.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R4 11 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE S10809D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R4 II 08-OOS03E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R4 AE 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes ealir rant Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0.187.1821 The Slate of Florida is an WEED employer. Coovricht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records If you do not want your e -mall 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 850.187.1395. *Pursuant to Section 155.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 155, F.S. must provide the Department with an email address if they have one The emails Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 155, F.S., please click here . Product Approval Accepts: Cruet Card Sale https:Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wl... 3/23/2018 NOTES• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED 'AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 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 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5 FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 8 SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE- STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM I TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REWSIONS REV OESCRIMN DATE I APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES ORAWN. OWO NO. F.A. 08-00503 Sc'LE NTS DAA 02/23/09 — I OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RO LEWISVILLE. NC 27023 4J/-6[6.0609 N1D wfft.35Dw tom SIGNED: 06/22/2017 11LI0,// v GENS 9'p pSE OF — REV -5'. •:cZ000:, E ALj1 NG\ Luis R. Lomas P.E. FL No.: 62514 6' MAX 1 I 17• MAX OC 96' MAX FRAME HEIGHT L 6" MAX 143" MAX FRAME WIDTH Singe Panel and Total Frans VWM (n) X C 2) ANCHORS PER LOCATION B REVISED PER NEW TESTING 147.00 Poa Nog C SEE CHART #3 FOR 40.0160 D REVISED INSTALLATION DETAILS 400 450 NUMBER OF LOCATIONS REVISED INSTALLATION DETAILS CHART a1 90.0 40.0 566 40.0 1 49.0 40.0 437 REOUIRED 17 SEE NOTE 9 SHEET I 6 MAX O X FC. IF- mAx 6' MAX 1 I 17• MAX OC 96' MAX FRAME HEIGHT L 6" MAX SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATINGIMPACT RATING 40.0PSF NONE SEE CHARTS a1 AND a2 FOR OTHER UNITS RATINGS NOTES 1. MAXIMUM PANEL SIZE: 48 112's 95' 2. MAXIMUM D L O: 44 3(4'r 90 5/8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JMINUM 6063-T5 REINFORCEMENT (4237) INTER LOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVISIONS REV DESCRIPTION Singe Panel and Total Frans VWM (n) X C X SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATINGIMPACT RATING 40.0PSF NONE SEE CHARTS a1 AND a2 FOR OTHER UNITS RATINGS NOTES 1. MAXIMUM PANEL SIZE: 48 112's 95' 2. MAXIMUM D L O: 44 3(4'r 90 5/8' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JMINUM 6063-T5 REINFORCEMENT (4237) INTER LOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVISIONS Ddsign pressure chart (pal) REV DESCRIPTION Singe Panel and Total Frans VWM (n) A ADDED CHARTS 47.7 B REVISED PER NEW TESTING 147.00 Poa Nog C ADDED FLANGE INSTALLATIONS 40.0160 D REVISED INSTALLATION DETAILS 400 450 E REVISED INSTALLATION DETAILS CHART a1 90.0 40.0 566 40.0 1 49.0 40.0 437 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Ddsign pressure chart (pal) Frans Singe Panel and Total Frans VWM (n) Height 70.0 79.0 42.0 47.7 0) 90.00 108.00 129.00 Pos Nap I Poe Nag Pos Nap 147.00 Poa Nog 94.0 40.0 60.0 40.0 1 $7.9 40.0 52.0 40.0160 66.0 40.0 60.0 40.0 546 40.0 49.9 400 450 920 40.0 59.6 40.0 51.7 40.0 46.1 40.0 42.3 90.0 40.0 566 40.0 1 49.0 40.0 437 400 10.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE 9 SHEET 1 Design prossure chart (ps/) Rome Singe Panel and Total Frame Wtllh (n) Height 70.0 1 360 47.0 1 47.7 in) 90 1 106.00 126.00 Pas Nap Pas I Nag Pox Neg 117.00 Pas Nep 94.0 600 600 57.9 57.9 520 52.0 48.0 48.0 66.0 60.0 60.0 54.6 $4.6 48.9 48.9 IS 0 45.0 92.0 59.6 59.6 51 7 517 46.1 16.1 12 J 423 96.0 56.6 56.6 490 19.0 17.7 IJ.7 10.0 400 CNART a3 Number of anchor locations ra0uired Frans Single Panel and Total Ranu Width (n) Height70.0 76.0 12.0 47.7 0) 90.0 106.0 126.0 147.0 H8S I Jamb I H85 I Jamb H6S Jamb H4S I Jamb 840 6 6 7 6 6 6 9 1 6 69.0 7 6 1 6 6 6 9 6 92.0 7 6 7 6 8 6 9 6 96.0 7 6 7 1 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" It 96" REINFORCED ELEVATIONS DRAWN: ORD NO. F.A. 08-00503 SCAU NTS DATE 02/23/09 1--2 OF 9 L ROSERTOLOADSPE. 1432 WOODFORD RO LE W/SVOAE. NC 27023 434.696-0609 Aa.rnm DATE APPROVED 03/06/12 R.L. 10/15/13 R L. 12/06/13 R L. 08/05/15 R.L. 06/22/17 R.L. SIGNED: 06/22/2017 1R I I f O ii Tk • D„626 .• t = STAIT;rrE OF j F• OR10*• Luis R. Lomas P.E. FL No.: 62514 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR LVUC VI,IAN{„c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE X10 WOOD SCREW BE SET IN F APPROVED MIN. DENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE I .APPROVED A ADDED CHARTS 03/06/12 R.I. B REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 RL. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG NO. F.A. 1 08-00503 SCALE NTS IDATE 02/23/09 1SHEET OF 9 L ROSERTOLOMASRE 1432 WOODFORD RD LEWLSVILLE NC 2702) 474.688-0609 r0omas@kkmispeco SIGNED: 06/22/2017 J` 5 R I IClO i GENSF,J1 o 5 .yr A t OF i t`''c ORIOP• '\ ONA j1 aG\ Luis R. Lomos P.E. FL No.: 62514 1 3/8" MIN WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM k10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 11 11 II II INTERIOR LVUC VI,IAN{„c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE X10 WOOD SCREW BE SET IN F APPROVED MIN. DENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE I .APPROVED A ADDED CHARTS 03/06/12 R.I. B REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 RL. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG NO. F.A. 1 08-00503 SCALE NTS IDATE 02/23/09 1SHEET OF 9 L ROSERTOLOMASRE 1432 WOODFORD RD LEWLSVILLE NC 2702) 474.688-0609 r0omas@kkmispeco SIGNED: 06/22/2017 J` 5 R I IClO i GENSF,J1 o 5 .yr A t OF i t`''c ORIOP• '\ ONA j1 aG\ Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN EDGE DISTANCE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE 1/2" MIN. AS OR EDGE DISTANCE RILLING — R JJ10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF APPROVED LLANT METAL STRUCTURE BY OTHERS IIA' UAY CA I Cr11LJTT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN.NO. DRT. F.A. 08-00503 NTS " 02/23/09 1 s"EE14 OF 9 L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. MC 27023 434•666.0609 Abmas®ab"usPs SIGNED: 06/22/2017 N J1R IIL/o///'. r, •v\G E N SF •qJ1 11 6 E OF FS j1,0R1Ot pONA ``\ Luis R. Lomas P.E. FL No.: 62514 REVISONS REV OESCRIPIgN DATE APPROVED A ADDED CNARTS 03/06/12 R L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. CA I Cr11LJTT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN.NO. DRT. F.A. 08-00503 NTS " 02/23/09 1 s"EE14 OF 9 L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. MC 27023 434•666.0609 Abmas®ab"usPs SIGNED: 06/22/2017 N J1R IIL/o///'. r, •v\G E N SF •qJ1 11 6 E OF FS j1,0R1Ot pONA ``\ Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2" MIN. 1" MIN. SEPARATION I EDGE DISTANCE e I 1 1/4" MIN. a EMBEDMENT A 1/4" MAX SHIM SPACE 3/16" TAPCON EXTERIOR 11 11 11 11 11 11 INTERIOR crnnn nvn VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN, EMBEDMENT MIN. EDGE DISTANCE 3" MIN SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS I 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE a INTERIOR EXTERIOR OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS OCSCRIPWN DATE APPROVED ADDED CHARTS 03/06/12 R L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. 1 F J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC l/ 1R I Ito650MARKETSTREET PA 17030 9GRATZ, GEN' ,p A%' SERIES 430/440 XIX SGD D,,61251 143" x 96" REINFORCED 107' FRAME INSTALLATION DETAILS OTATE Of F•;°(ORIO;• ` oaAw+: 7No. aEv 08 50 E SS1o111111 G\`` SCALE NTS DATE 02/23/09 s' w53 OF 9 L ROBERiOLOAASPE 1132 WOODFORD RD LEWISVILLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514434.666-0609 omas®4bmaWe mnr 1/2" MIN. EDGE DISTANCE EXTERIOR 11 11 11 11 11 11 INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 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 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT T- 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. r SHIM SPACE 1 3/8" MIN. 300 FRAMING OR 2X BUCK EMBEQMENT BY OTHERS DESCRIPMN jr4471/4" MAX. A SHIM 03/06/12 SPACE bto w000 REVISED PER NEW TESTING SCREW R.L. EXTERIOR 11 11 11 11 11 11 INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 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 SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. EMBEDMENT T- 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. r SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG No F.A. 08-00503 CA" NTS I DATE 02/23/09 —'0 6 OF 9 L. ROSERTO LOMAS P.E. 1432 WOODFORD RD LEKISVR.LE. NC 27023 A.U488-0609 Domasr trbnusps Cpm SIGNED: 06/22/2017 S 1R I IL 0 gyp E A T OF • :t F ,ORlO;• ` A 11 aG` Luis R. Lomas P. E. FIL No.: 62514 REVISIONS REV DESCRIPMN DAR: APPROVED A ADDED CHARTS 03/06/12 R.I. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 RL. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DWG No F.A. 08-00503 CA" NTS I DATE 02/23/09 —'0 6 OF 9 L. ROSERTO LOMAS P.E. 1432 WOODFORD RD LEKISVR.LE. NC 27023 A.U488-0609 Domasr trbnusps Cpm SIGNED: 06/22/2017 S 1R I IL 0 gyp E A T OF • :t F ,ORlO;• ` A 11 aG` Luis R. Lomas P. E. FIL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE r 1/4' MAX. SHIM SPACE r OR 1/2' LUNG MIN. EDGE DISTANCE T 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS t1( I tHIUH . I —'w^ 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. I SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 REVISIONS R I IL/oWESTT GRATZ. PA 17030 REV OESCRUn" DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.I. E REVISED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06/22/2017 AND DOORS LLCMIWINDOWS650 R I IL/oWESTT GRATZ. PA 17030 S ENs Tt• ' ro 5SERIES430/440 XIX SGID 143" 96" REINFORCED IFLANGEINSTALLATION DETAILS pA . STATETAT OF eiF ORlOT;•'. ORAWN: on N0. RE EV 08 73 A" DATE sNEaNTS02/23/09 OF 9 Luis R. Lomas P.E. FL No.: 62514 L RMERTOLOAIASP.E. TU2WVOOFOROROLEWISVILLE.NC2702J A.W-6w-0609 TRomts®fomJSDs tom REWSIONS 1 1/2" MIN. 1" MIN REV DESCRIPTM DATE APPROVED CONCRETE/ SEPARATION EDGE DISTANCE MASONRY A ADDED CHARTS 03/06/12 R.I. BY OTHERS B REVISED PER NEW TESTING 10/15/13 R.L. 1 1/4" . 14" MINMAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R L. a • i I/4" MIN. / / EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. e E REVISED INSTALLATION DETAILS 06/22/17 R L. OPTIONAL ," MIN. O X BUCK EDGE DISTANCE ° TO BE INTERIOR PROPERLYS CURED I I 71W SEE NOTE 3 SHIM SPACE • a SHEET t 3/16" TAPCON 3" aMIN. SEPARATION • ' ° EXTERIOR INTERIOR 3 3/16" TAPCON 16" TAPCON a SILL TO BE SET IN EXTERIOR A BED OF APPROVED flD a SEALANT OPTIONAL IX BUCK JAMB INSTALLATION DETAILCONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED CONCRETE/MASONRYINSTALLATlON SEE NOTE 3 SHEET 1 MASONRY/ CONCRETE I I 1 I I 1 BY OTHERS NOTES1 1 1/4" MIN. 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, EMBEDMENT NOT SHOWN FOR CLARITYT' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BEe • ° DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/22/2017 2 7/8" MIN. IMIN. MI WINDOWS AND DOORS LLC \%%1111111/jj SEPARATION EDGE DISTANCE 650 WEST MARKET STREET \\\S :L • LO1f/// VERTICAL CROSS SECTION CRATZ, PA 17030 r •GEN s :: CONCRETE/MASONRYINS TALLATION SERIES 430/440 XIX SGD *• 0 5J' -* 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS po•• $TAT E OF Lv` DRAWN: owD•j°(QRIOP• SCALE DATE O8-00503 NTS 02/23/09 8 OF 9 L ROSERTOLOMASPE. LUIS R. Lomos P.E. 14m WOOOFOROROLEWISVILLE.NC27023 FL No.: 62514434 -6W -OM dbmas@*b-wmw- 1 5/8" MIN. _ EDGE DIST 1 a TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 4 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP — RrAmms DESCR1PWN DATE APPRDKD ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R L. REVISED INSTALLATION DETAILS 06/22/17 R L. 1/2- MIN EDGE DISTANCE 11#10SCREWSELF DRILLING 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT HOOK STRIP 10 WOOD I I SCREW EXTERIOR "'— PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING 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 430/440 XIX SGO 143" x 96• REINFORCED HOOK INSTALLATION DETAILS DRAWN: 7No rFA 08-00503 NTS — 02/23/09 1 -CE79 OF 9 L ROBERTO LAMAS PE 142 WOODFORD RO LEWISVILLE. NC 27029 494-688.0609 dbmas@00m4spe 4vm SIGNED: 06/22/2017 1R I It O q OENSF •s% 0,.61251 A ; TAT OF OF ; sv REV % O' F•'L,lORlO;•'J E ij SS ONA 11 aG`N Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 r./ aif Professional•• DCIS Home I Log In I User ReplslraUon 1 Hol Topics Submit Surcharge I Slats D Pacts r PubDcaleor . f FSC Staff ; DCIS Site Hap i lm6s 1 Search rMRJtl Product Approvalappr0USER. Publl[ User Product Abnraval Menu > PTodpyl a hRW j don SPaab > Aoolica_tiiMLjgt > Application Detail FL a FL15080-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1 a Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@W INDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@W I NDSORDOOR.COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed JOHN SLATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE moi Validation Checklist - Hardcopy Received Certificate of Independence W-5080 ft9,OI Cgrt >f Infl_$ratis_2Q)7 J.lulf Referenced Standard and Year (of Standard) Standard Year DASMA 108 2012 DASMA 115 20!2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D haps://www.floriclabuilding.tlrg/pr/pr_app_dtl.aspx?parai-n=wGLVXQw D(juS731-'r2ZyiPt... 3/14/2018 Florida Building Code Onlinc Date Submitted Date Validated Date Pending FBC Approval Date Approved Page 2 of 3 12/07/2017 12/07/2017 12/09/2017 02/13/2018 FL it I 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 Description MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 11 99AO61-revF JambAttach s.0df FL15O80 R3 II 99AO75 Lockloslall s.00f 171-15080 R3 11 9980.19 -r -W_ s.0Cf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Fl15080 g3 AE Eval Report ResPan r2 s.0df Created by Independent Third Party: Yes 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS080 R3. 199AO61-revF JambARach s.0df Approved for use outside HVHZ: Yes FI -15089 R3 11 996075 Lockinsl11 s.0df Impact Resistant: No F1-15080 R3 11 998080-revC s.0df Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED 15 FOR THE 9' 0" X 7'0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS Eb Q$0 R3 AE Eva1 Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS080 R3 11 99A061-revF lambAttach s.0df Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.odl Impact Resistant: No FL15080 R 1L 9900 -r v s.odf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7'0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS pprtJ3esDn r2 s.0df Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No F"Q P. R3 11 99AOG1-revF lambAttach LZ9 Approved for use outside HVHZ: Yes FLIS080 R3 II 99A075 Locklnstall s.0df Impact Resistant: No FL15080 R3 1!-99B082-revC s.0df Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7'0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS EL15_08D R3 AE Eval ,Report -LtQsPan r1q P9f Created by Independent Third Party: Yes 15080.5 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FFL15080 R3 11 99A061-revF JambAtlach s.pgj Approved for use outside HVHZ: Yes FLIS080 R3 11 99/ 75 Locklnstall s.iHlf Impact Resistant: No 171-15080 R_J 11_991 r vQ_RSlf Design Pressure: +42.6/-48.9 Verified By, JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL 150@Q1t3 AE F,v_sil Report Re -,Pan r2 s.g f Created by Independent Third Party: Yes 15080.6 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No 171.15080 R3 11 99AO61-revF JambAttach s.pd Approved for use outside HVHZ: Yes FLI5p80 R3 11 99AO75 Locklnsull s.odf Impact Resistant: No KIL-I 11- i l2QQ jSy _3 ftllt Design Pressure: +42 6/-48.9 Verified By: JOAN E. SCATES, PE FL 51737 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7'0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS Il1I SL R3 Ai`rvgl Roport ResPan r2R.p lf Created by independent Third Party: Yes 115080.7RESIDENTIAL PAN DOORS MODELS 724, 426. 735, 750, 755 haps://xvww.foridabtiildiiig.org/pr/pr _appdtl.aspx?paranT=wG1-:VXQwtDgtiS73Fr2ZyiPt... 3/14/2013 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28 5 LISTED IS FOR THE 20'0' WIDE UP TO 12' 3" rALL 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. Pagc 3 of 3 Installation Instructions 15080 R3 II 99A06]•revF JambAltach s.pdf FL15080 R3 II 99AO75 Locklnstall ki2jLf FL15080 R3 11 998095-revA s.2df Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLIS080 R3 AE Eval Re2,urt ResPan r2 s,otq Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 JI 99A061-revF JambAttach s.pdf FL15080 R3 Il 99AO75 Locklnstall 512gff ELa 5080 R9,11 998096-revA sjtdj Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports y,peo g3, AE EvaLES!?Q!k.3 f!_'tL]_f%S_C! Created by Independent Third Party: Yes Dark Neat Centect Us % 2601 Dial, Stole peed. TnunhaZee•PL 32399. 1 1 he State of Honda rs an AAJEEO employer. Coovrhht 2007.2013 Sittigof Florida. :: Privacy 5latemetit : AccessibiM SLnement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In resoonse to a public records request, do not send electronic mall to this entity. Instead, contact the o"Ke by phone or by traditional mall. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. the emaes provided may be used for omclal communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address• please prpvlde the Department with an emia address which can be rude available to the public. To determine ,f you are a Ikensee under Chapter 455, F.S.• please click here . Product Approval Accepts: M ®® Cfedh Card Safe Mips://www. floi-idztbtiilditig.oi-g/pr/p1-_app_ dtl.aspx'?param=wGEVXQ\vtDgtiS731-i-2Zyll"t... 3/14/2018 2' GALV, STEEL 4ORIZONTAL TRACK IGLV. 16 EDGE OP 13 GAGE RASED ON STEEL END HINGE COMMERCIAL 14E KEIGHT OF PIE DOOR. 63' 9 X 8} DuPA X1/A' % 3/a' NEx =r•e sEu eARBAR Y 1/ LONG Ra:A BOL: r A:R CeYL'. SCREN-` 19'-0'ir•-D'1+22.91-26.a 134.41-39.61 ,/• X 3/4 LONG HEA N=AD SHEET MEIAL $CREWS. 314' A 1-1/2- F IT GAGE MI4. b WW STEEL 40P.IZ0'JTAL ANCLE Oiglta8y by lOhn E. States, P,E• 13 GAGE G:Lv, 5r:tt iRA/ti SDUCC I I USE ((EL I a' K 3 •' LEIAI OR F•,AG BRACKET FASTEN TO WOOD SHE'4 SCR WS. JAMoS WITH 5/15• X 1-i/2• LAG SCREINS ATTACHED WITH 1/1 X 3/4 - t) DETAIL CALV, STEEL VEPRCAL 1RACK LONG /QX HEAD SELF BOLTED TO TRA.X BRACKETS WITH 2 BRACKETS EACH SIDE) 1/4•-20 x S/0" TRAC< BOLTS. DRILLING SCREWS 18Gi (9 X 7). 160A (B X 8). COMMERCIAL (9 X 7) 16 WE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2' ROLLER WIT4 7/16' OK STEN TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2' ROLLER WIT4 7/16. ON. STEN. TIRE- 7 HALL STEEL (9 x B). OPTIONAL LOCK-/ NOTE* DOOR MUST B= INSTALLED wrfh FiTHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGAGE BOTH TRACKS ON RS WON EXTENSION 3 5T4 ' SPRINGS), 3' 20GA SEE 9ETAIL A) I I IGLV. STEEL END HINGE COMMERCIAL OPENING H"Ol-IT 63' 9 X 8} ATTACHED WrTN 5 FASTENERS. NOT OVER 19'-0'ir•-D'1+22.91-26.a 134.41-39.61 ,/• X 3/4 LONG HEA N=AD SHEET MEIAL $CREWS. 14 GCE. (SEE DETAIL C). DOOR rEIGHI) Oiglta8y by lOhn E. States, P,E• VAWZCO STEEL STRUT. Hu.5/737z ATTACHED WITH 1/1 X 3/4 - t) 312, FA4IIRRGATC DR. i q : SEATS OF / Iu LONG /QX HEAD SELF i//S/GNAT•\;`\\\\ 2 BRACKETS EACH SIDE) DRILLING SCREWS 1111({\ COMMERCIAL (9 X 7) 2 PER VERTICAL STIES) 42' (9 X 7) 1/2' POLYSTYRENE THIS STRUT ON HINGE LEAF. SEE OETAII C OTNCR TRLTT$ IN M E37' (9 X 8) (3 BRACKETS EACH SIDE,) NSOLATON STANDARO OF TOP A BOTTOM SECTIONS. COMMERCIAL (9 X 6) FOR MODEL 735 I9' OD 724.730LATION OPROXAL. FOR 20 GAGE ENO STIES FASTENED WITH 750, 755, 426 TOC -L-LOOS TO PANEL USE END CAP 21' OR 24OVERENDSTILESON9X6. SEE DETAILC, STOP VOULDING MAILED EVERY 12' FO rvpE NAR WN. .-A_ HIGH PANEL GALV, AND PRFPANTCO STEEL 2 25 CAGE ALL MODELS 13 GAGE GALV. STEEL BOTTOM BRACKETEXCEPT24GAGEATTACHEDWITH2FASTENERSMODEL750. 755 BOTTOM SGRCW CAN BE ABOVE OR BELOW ROLLER LAG SCREW - 5/16' X 1-1/2• SECTION B—B 20 GAGE CALV, STEEL CENTER STILE TOG -L -LOC OR POP RNETCO TO PANEL. OGA COVMEPCIAL GALV. STEEL TRACK SP.AC<E S. SEE ABOr 16 CAGE CALV, STEEL CENTER HINGE RESIDENTIAL SECTION A—A 0T SPAC14C FASTEN TC WOOD JAMWITHH 5/16' A 1-1/2" FASTENED WITH (4) 1/4' X 3/4 LAG SCItC*S PR_PAPATION OF JAMES BY OTHERS HEX HEAD SHEET METAL SCREWS. PS F. i•aLE I L•WA SIZE I OMCM PRESSX,_ I TEST PRESSURE I 3n1 eCCrl .JTIVE 4E:uWE °OSaNE AeL•tV NOTE' ALL VON-OESCR TIVE FASTENERS SHOWN TO BE I/a'-20 X 5/B' 4EX BOLTS & NLFTS OP, 19'-0'ir•-D'1+22.91-26.a 134.41-39.61 ,/• X 3/4 LONG HEA N=AD SHEET MEIAL $CREWS. 9 3'-D' + 19.21-22.2 +23.81-33 3 J O'CceTiT Gi Oiglta8y by lOhn E. States, P,E• signed Date. 2015,04,14 19:19:23 -05'00' Hu.5/737z JOAD out t) 312, FA4IIRRGATC DR. i q : SEATS OF / Iu ODORS SHOWN ON THIS OPAwINO HAVE 5EEN OEMOV5TRATE0 TO WITHSTAND THE, PRESSURES USTED IN T1.E TABLE ARGUE VIA TESTING TO ANSVOASIJA 108-05. S.73. ut i//S/GNAT•\;`\\\\ nrc 7 A4er OETERu1N•Tlpn OF SUITABILITY FOR SPECIFIC SRES IS THE RESPONSIDIUtt OF OTHERS le.o:aw way :a N41LV,1•A N 1111({\ Tneuee ccumxtion eel,t•. W B 7' OR 6' SINGLE CAT!) EV—,,R SILES AND r.WGES 4' X 16' Ali( VENTS (1 COLUMN) WH WIN. TOTAL OPEN MCA). OPTDNAL I• USE ONE EXTRA SELF i DRIWNG SCREN LR0U7+ TOP LW Of -W&M 2.73' END STILE 6 RAIL DETAIL A 20 LIGE END STILES 3' 200A WIDE STRVT G O 04 ` O to • ' RILLS 20 CAGEENDCAP USED 0 L.H. NOTE: GLAZING ODES NOT SATISFY IMPACT GE TAIL I, X 7 DEBRIS REOLARENENIS N FOC P.0 8CX B915 WWDIDSOR OR 7 219 8915 AR DO 50i) 567-1872 724, 426. 730. 735. 750. 755 RLE1 RLB DEC.' 01 OEt .OI 1 R ANG, t: I• E.C.N. I DATE: I APPROV. WINDLOAD RESIDENTIAL PAN DOOR W1 B DATEMIG. NO. T 1/T D7 99-0-079 OWN 81.1 ISHT T OF 3 13 GAGE STEEL TRACK SPLICE OR P -4G S..WKET, FASic?I TO WO09 UMB wru 5/16' x 1-1/2- 145 sc NS 2' CAV. STEEL VERTICAL !RACK 16GA . BOLTED TO 14 IRA CK BRACKETS S/e' ,RRACK BOLTS. OPENINGIIEICM N4 NOT OVER DOOR HEIGHT) 3 3/4' X 1-1/2" X 13 WE MIN. 1/4' X 1/2' LINO CALV. STEEL HORIZONTAL ANGLE. IASE E1CRa CARRIAGE BOLT k NUT 1/4' X 3/4. 1O t1EA0 SELF DRILLa3 SCREW SHEETAL IAL SC 3 A. e ALV. STEEL HORIZONTAL X 10 GAGE OR 13 CAGE D ON THE WEIGHT EMF nma 63' (16 X 7) 74' (16 X 6) 42'(16X 7) 50' (16 X 8) BRACKETS EACH SWI I I ILII 2[' (16 Y 8) 2 13 20 GAGE 040 STILES - FASTENED WITH TOC-L-LOCS TO PANEL. USE EN3 CAP OVER ENO S71LM ( SEE DEAR. C) STOP NODUING NAREO Eriff 9' 6-0 TYPE NAIL MN. I SECTION B -B DETAIL 0 INS1ULA' POLTIONYSTTRENE STANDARD FOR MODEL 735.E 16 CAGE GALV. STEEL 3 STRUTS - TOP BRACKET WITH l4 7' 20G WOE (16 XCArEROLLERHOLDER3' TeWe X SEE DETAIL 0, aOE l( SEL OFFAL A) L _ 2' ROLLER WITH 17/16' OM. STEM. JaNIc [ E A7 BALL SNORT STEM / /// 16.X B) 10 BALL LONG STEM OPTIONAL LOCK: STRUT ON UPPER PMT Of WCMN OVER HIND SEE DETAIL 85. GALV. STEEL (14 GAGE) COMMERCIAL ENO HINCE ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUTATTACHED WITH 1/4' X 3/4' LONG NEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) STRUT ON UPPER PART OF SECTION OVER MIN' LZAF. (SCE OE."AII 0). I 1-3/6' POLYSTYRENE 21. OR 24' HIGH INSULATION OPTIONAL PANEL GALV. AND FOR MoD. 724, 730. 750, 733, 426. PREPAINTED $TEE3. 25 CAFE ALL SMUT ON BOTTOM BRACKET MODELS EXCEPT 24 CASE MODEL 750, JSS BOTTONBERACKESTEEL 1„ ATTACHED WITH 2 LAG SCREW 5/16' X 1-1/2' FASTENERSC CAN' BEABOVE SECTION A -A OR BELOW ROLLER. 70 GAGE GALV. STEEL CENTER STRE TOC -L -LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL 10ft. COVUEPCIAL GALV. $TEFL TRACK 6RACKES SEE ABOVE FASTENED WITH (4) 1/4' X 3/4' FOR SPACING FASTEN TO W000 JAMBS WRia 5/16' X 1-1/2' HEX HUD S•1EET MEAL SCREWS. L.0 SC2EWS PREPARATION OF JAMBS BY OTINERS. P.S F. TABLE 0004 4:E I BE -5112, PRFSS:NI£ TEST PRESSURE 1 WTD cTM PO'lINE lI Tl 04T•. fE NEGIA7 NOTC• ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE u111IIII IzIS -D 7 -C` t1$.-! 20.6 +28.1 -J1.2 f/4'_20 X 5/6' HEX BOLTS 8 NUTS OR 4' X 3/4' LONG HEX HEAD SKEET MEAL SCREWS. 8 O ClN6'/// S• IS' -0"+18.7 -206 -+-2811--`I 2 N' No.51T3T JOM p 01.00312r1JFAIRnGATE2DR. W= 4 STATE OF AA(LI mA,4 BEEN T108-05. 3 TO WITHSTMO THE PRESSURES SOBLPELST4DuABLETHIS kV hµ[ ABC v1AGTE5iwC TO ANSI/OASMA 31 F DMPALNAI ON OF SUITABILITY FOR SPECIFIC SITES IS THE RfSPONSIBRITY Of OfrNE.RS, Prorez[tesW CA1SA1enr -J Iia Bay lar vmYcacen M ONAL 111111 oee LVaalry0lOA a4eoB.. OPTIONAL SSB GLASS LIGHTS 16'(DOUBLC CAR) 4' X 16' AIR VENTS H REO'0. (120 S0. I k MIN. TO.AL OPEN AREA). WROKAL USE ONE EXTRA SELF N6WNGSI77EW 7NROL4 TO- LEAF OF HINGE. END STILE t RAIL HINDS W mwu.1 MILL FOR EACH- END HINGE 1 a I 2.75- -I DETAIL A 3' 20GA WIDE STRUT (16 X 7) 3' 186A WIDE STRUT (16 X e 0 RA15 oomsTR1Cno,l STRIAS 20 CAGE ELAND STLES7 0 CAGE 9.3 CAP 0. DETAIL C LH. NOTE; DOOR MUST BE INSTALLEDVME1DETAILB ; tWt E4 116' X 7 SPRINGS). NOTE: GLAZING DOES NOT SATISFY IMPACT ) X 7 DEBRIS REOUBtEMENTS IN FBC RLB RLB E.C.N. I DATE: I APPROV, P.O. Box 8915 Qa nnsu i ODOR E ROCK. AR 2219-8915 50 1) 562-1872 724, 426. 730. 735. 750, 755 PART NAME: WINDLOAO RESIDENTIAL PAN OCOR TOLERANCE WI B 99-8-079 13 ZACE STEEL TRACK SPLICE CR FLAG BRACKET, FAST'E: TO NOLO :4u3 m -..w 5/:6' X 1-1/2' VS sc'-" — 2- GALV. STEEL VERT'LAI TRACK I OGABOLTED TO TRACK 8-AC.cETS WITH I/G'-lC X E/B' TRACK BOL OPENINGHEIGHT N^i OVER OR HEIGHT) 2V DETAIL E 4 BRACKETS EACH 90E 20 GAGE ENO STILES - FASTENED WITH TOC -L-LSCS TO PAVEEL USE ENO CAP OVER END STILES. ( SEE DETAIL C) WO-JLDIMC l9 fVC9' 6-0 TYPE "L wim IK 3/4' X 1-1/2- ( 3) V4' K—" K 13 WuE WIN. GALV. STEEL HORIZONTAL ANGLE• I/4' A )/A' 11"" NCM. E1rr.A SCREIS 1/4' t 3/' NEX , SELF 2' G4:V. STEEL. HORIZONTAL OAnw•(S SGAOr MCK 16 GAGE OR a GAGE DETAIL D BASED ON THE WEIGHT OF THE DOOR. 63- ((16 X 7 74'(10 X61) 3' F— 2.75' —1 DETAIL A 3' 16GA WILE STRUT SECTION B—B 4e1 P. TABLE DOOR SIZE DESIGN PAESSURE I IST PRESSM MMT. w[ 1.11 ITN' CA*Mt IPCMfWE KCM 18'-0- I7' -0-I+18.7 -20.81+28.11-31.2 1Q'-0' I8' -0-I+ i8.7 -20.8'+28 1/2' POLYSTYRENE INSULATIONSTANDARD FOR MODEL 733. - STRUT JUST BELOW TOP BRACKET. I' HURRICANE ROLLER WITH B 7/16' DIA. LONG STEL TIRE: STEEL 10 BALL OPTIONAL LOCK OFN UPPIZET' t. PAR GAGE CALY. STEEL I.E.LEAF. (SCE CETAIL B . 2 PER VERTICAL STILE) OALV. STEEL (14 GAGE) COMMERCIAL FASrENERS. BOTTOM ENO HINGE ATTACHED 21' OR 24' WITH 6 FASTENERS. LIGM PANEL SEE DETAIL 8 16' AIR( VENTS TOUPOF(( 4')X SECTTIION OVERMNPAT PREPAINTED STEEL LEAF. (SEE DETAIL 8. D4) 141,41, TOTAL0OPEN AREA). OPnONAL — OPTIONAL SSB GLASS LIGHTS 18'(000BLE CAR) STRUT ON LOWER PART OF USE TWO EXTRA SELF DRILLINGSECTIONABOVEHINGESCREWSTHROUGHHINF.E LEAF. GALVANIZED STEEL IEENOST&RAIL AS SHOWN. STRUT ATTACHED TYPICAL EACH END HINGE WITH 1/4- X 3/4' LONG HEX HEAD p NOTE ALLNON-DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 K S/6' HEX BOLTS 4 NUTS OR 1/4' K 3/4• LANG HEX HEAD SHEET METAL SCREWS. ODORS SHOWN ON TMS ORAWWG HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURCS A "L OAOa1 1 210- 1LISTEDWTHETABLEABOVEVIATESTINGi0ANSI/OASUA 108-05. R -PE -51737 972 492-9 0 OETERMNATIOto Or SJITABIUTY FDR SPECIFIC SITES 15 THE RESPONSIBILITY Of OTHERS. °•a:css'ond EnV—'4• nolNO- ON/ (w .KJic40n Lnebe! corolrxten 4wW, OETAIL 8 L.N. NOTE: GLAZING DOES NOT SATISFY ILIPACT DEBRIS REOUILEMENTS N fBC CONSTRUCno.*4 ST RUTS I Tone' 8 OPTIONALLONG PANEL EWBOSSCS CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES? L16 WE END CAP oc/ 0. 4 DETAIL C NOTE. DOOR MUST BE INSTALLED WITH ErrAER AN ELECTRIC OPERATOR OR A LOC[ MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS), 8' X 7' 8' X 8' S // W%G6Mfe•.. l' QtO. $1737 ' a • $TATE OP : 4LF P. t•'•FZOa10 O? ' of SELF DRILLING SCREW GAGE CALY. STEEL 2 PER VERTICAL STILE) I J FASrENERS. BOTTOM 1-3/e' POLVSTI'RENE 21' OR 24' INSULATION OPTIONAL LIGM PANEL FOR MOD. 724, 730, iGALV. AND 750. 755, 426 PREPAINTED STEEL NEXT IFVEI pa7E: 11/1 O7 1 G3 079 I PLOT SCALE oReNH BY SHT 3 OF 3 25 GAGE ALL STRUT IN MIDDLE OF MODELS EXCEM BOTTOM SECTION NOTE ALLNON-DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 K S/6' HEX BOLTS 4 NUTS OR 1/4' K 3/4• LANG HEX HEAD SHEET METAL SCREWS. ODORS SHOWN ON TMS ORAWWG HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURCS A "L OAOa1 1 210- 1LISTEDWTHETABLEABOVEVIATESTINGi0ANSI/OASUA 108-05. R -PE -51737 972 492-9 0 OETERMNATIOto Or SJITABIUTY FDR SPECIFIC SITES 15 THE RESPONSIBILITY Of OTHERS. °•a:css'ond EnV—'4• nolNO- ON/ (w .KJic40n Lnebe! corolrxten 4wW, OETAIL 8 L.N. NOTE: GLAZING DOES NOT SATISFY ILIPACT DEBRIS REOUILEMENTS N fBC CONSTRUCno.*4 ST RUTS I Tone' 8 OPTIONALLONG PANEL EWBOSSCS CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES? L16 WE END CAP oc/ 0. 4 DETAIL C NOTE. DOOR MUST BE INSTALLED WITH ErrAER AN ELECTRIC OPERATOR OR A LOC[ MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS), 8' X 7' 8' X 8' S // W%G6Mfe•.. l' QtO. $1737 ' a • $TATE OP : 4LF P. t•'•FZOa10 O? ' 750.. 7SS.MOaL1J GAGE CALY. STEEL BOTTOM BRACKET ATTACHED WITH JI J FASrENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. t SECTION A—A 20 GALE GALV. STEEL CENTER STILE TOG -L -0O:. OR POP RIVETED TO PANEL TOLERM.CE t1/64 G tA'S 18 GAGE GALV. STCEL CENTER NWOE RESIDENTIAL NEXT IFVEI pa7E: 11/1 O7 1 G3 079 I PLOT SCALE oReNH BY SHT 3 OF 3 FASTENED WITH (4) 1/4' X 3/4' REV. E.C.N. DATE: APPROV, HEX HEAD SHEET METAL SCREWS NOTE ALLNON-DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 K S/6' HEX BOLTS 4 NUTS OR 1/4' K 3/4• LANG HEX HEAD SHEET METAL SCREWS. ODORS SHOWN ON TMS ORAWWG HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURCS A "L OAOa1 1 210- 1LISTEDWTHETABLEABOVEVIATESTINGi0ANSI/OASUA 108-05. R -PE -51737 972 492-9 0 OETERMNATIOto Or SJITABIUTY FDR SPECIFIC SITES 15 THE RESPONSIBILITY Of OTHERS. °•a:css'ond EnV—'4• nolNO- ON/ (w .KJic40n Lnebe! corolrxten 4wW, OETAIL 8 L.N. NOTE: GLAZING DOES NOT SATISFY ILIPACT DEBRIS REOUILEMENTS N fBC CONSTRUCno.*4 ST RUTS I Tone' 8 OPTIONALLONGPANEL EWBOSSCS CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES? L16 WE END CAP oc/ 0. 4 DETAIL C NOTE. DOOR MUST BE INSTALLED WITH ErrAER AN ELECTRIC OPERATOR OR A LOC[ MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS), 8' X 7' 8' X 8' S // W%G6Mfe•.. l' QtO. $1737 ' a • $TATE OP : 4LF P. t•'•FZOa10 O? ' VRNDSOR ODOR P.O. BOX 8915 LITTLE ROCK, AR 72219-8915 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAO RESIDENTIAL PAN DOOR W1 82/15/111RLSA TOLERM.CE t1/64 G tA'S 2866 /10/08 RLS NEXT IFVEI pa7E: 11/1 O7 1 G3 079 I PLOT SCALE oReNH BY SHT 3 OF 3 2848 h1/1/07 RLS REV. E.C.N. DATE: APPROV, ON 3/4' K 1-I/2- x 111 -Ir YIN. GLV STEEL OAQOITTAL ANGLE 2' G V., STEELrtocx 0+ 1 T..[ ODOR. y W ' CIT CR. 13 GAGE WIN CALM SiEEt 1Rr..[ SPLKE OR •W 5-A"Z. S EN .0 WOCO yLM3 MTS 5/14- r 1_1/2' LAG 5CaEA5 - EHEIGHT r.' J•rt) 7 BPACKM EACH SOE 1/4' 1 1/2' Lopz CARRVGE BOLT a NUT 4.U/g EX RA HCA KOO TALE ORALWG SCREW USE . S&!4vEYsMf[ 2' 1665. GLLv. STEEL VETTTICAL TRACK BOLTED 10 TRACK BMCKEI5 WITH 1/x-20 M s/e- TRACK LTS DETAIL o 20 GAGE END STILES - FASTENED vIT4 T00 -L -LEIS 10 L16M 15-0STOrKUOJVAIL NAILED EVERT t2' 5-0 TTPC w4 MLI. - I 2' e .AGC .Stv. SEEt CENTER n:Nc!-1 70 UGC G4Lv. !TELL CENTER STILE W 0GAGE CALV, . STLTL TRACK BRACKETS. SEE 16,AGONExL.G STD. FASTEN Tp WD00 JAMBS WITH 5/76 L 1-1/2- lAG SCaiAS. PaiP.RArATN OF ..A•BS M SECTION 6-9 1 1 L ' L I 1 AEIGI+: I Pi3RIK_ N'GATM I apg!ipe ItFW''I 9'-0'17'-0"(+22 9 1-26.8 +34.4 1-39.51 1/2' POLYSTY m NSULgom SLU.UAR3 :DR MOOCL 735 1 16CA. DAILY SFUX TOP DETAIL F0 Wf01 14" ROLLER HOLIER SEE DETAIL 0. ROLOk WTM 7/16- D1. SHORT STEM E• HriAH J/ 14 GAGE GALV. STEEL END HIVGES ATTACHED WITH s) SCREWS TP. (SEE OEM C} 2' TNS STRUT ON D . IR r, 5T181TSECS TIONS. fG&VA"1CO 510EL STRUT, Ar1ACNED MTI. 1/4• x 3/4• LONG HEX HEAD SELF DRILLING SCREWS 2 PER VORTICAL STILE) SECTION A -A A41C 4L•- AON-OE,YRIPTNE FASIENENS SRONN TO OE 1/1•-20 r S/5' MEM BOLTS a NUTS OR 1/.• f 3/.' LING 4Ex READ SNCET METAL SMP S. 5 ALTEDNAIE COvS1RLK-'Im USING (2) STRUTS 3-'2OCA No. 51797Dare: 2015A%.141¢17:58.05'00' SEE DETAILy 1-3/6' PotYSTrRT.NE OPTIONAL. PAEPAWTED STEEL UISU -4 OPRDw LONG P4vE1 fOR MOD. 725 73D. 750. 426 a 7j5 N07, ENIaISSE3 SEE OETA4•C) eIrn"r-110 755. I O OPTIONAL LOCK 4' x rrt AIR IBOTMa !LV 2 N EE L"RsesCANEEAaort OR ADcTAILA SD, iK UW. n n n ROTI N MEA) SOGtE v,R) NOTE: ODOR MUST 6E INSIAL ED CDNER SOLES a CENTER WITH EITHER AN ELECrRC OPERATOR HWA3 (1 COLUMN) OR A LOCK (MUST ENCALC DOTH SON DOORS WITH EXTENSION SECTION A -A A41C 4L•- AON-OE,YRIPTNE FASIENENS SRONN TO OE 1/1•-20 r S/5' MEM BOLTS a NUTS OR 1/.• f 3/.' LING 4Ex READ SNCET METAL SMP S. 5 1 r 11 PA4EL No. 51797Dare: 2015A%.141¢17:58.05'00' GARY. MID 1-3/6' PotYSTrRT.NE I PAEPAWTED STEEL UISU -4 OPRDw 25 GA. FOR ALL MODELS EICEPT fOR MOD. 725 73D. 750. 426 a 7j5 3. VA. MODEL 755. 3 CAGE C4LV. 5-TE1- 3OTMU BRACKET I-- 1.75' IBOTMa !LV 2 N EE L"RsesCANEEAaort OR ADcTAILA Asp S' :OG .RCE STRUT SECTION A -A A41C 4L•- AON-OE,YRIPTNE FASIENENS SRONN TO OE 1/1•-20 r S/5' MEM BOLTS a NUTS OR 1/.• f 3/.' LING 4Ex READ SNCET METAL SMP S. DOORS 4/OHN Ov 'HIS 0.T4NUIG HAVL BEEN DEUONSTRATED TO WRMSTAND THE PRESSURES F41 -517]7 ' •'•AOR1O.%- usr0 IN ru[ .ABLE ABO.'E VI4 TESTING TO AVSI/QASUA Ape -05 i7h 9500 F Pl;f"cn.1 Envalw 60 // SIONA1 \\N OETEQ^-'"r10n Or SUITA911.1TY FOR SPECIFIC S1ES IS TuE RESPONS?IU-- OF OTHERS. Pra..C.e eNfvur.6aen as /JJJ)I((11 v1ACL-Ca can:WP'Cn WiG 20 CAGE END STILES Of f fl llrll DETAIL C NOTE: OLAZINF. DOES NOT SATISFY IMPACT XDEBRISREOUIREMENTSIM +P.0 + I I P.0 i)Gx e915 W WINDSOR DOOR `22 9 d 1 5 AP I (501) 562-1877 UODELS' I 724. 426. 730. 735. 750. 755 I I PART NAME V9NOLOAD RESIDENTAL 'PAN DOOR C I — 112/15. 11 RLB ( V!2 8 DATE RRRR GATE. DWG. NO. 2/27/07 1 95-8-080 ORN. BYBIT SHE T i OF 6 Vig.taHy signed b/ John E. Scales, P.E No. 51797Dare: 2015A%.141¢17:58.05'00' V4— ScatfA321FIN 0. 1tm 74 750b7 Tx -x 41305-f-us3 i FY` STATE OF i P •. O 2 . DOORS 4/OHN Ov 'HIS 0.T4NUIG HAVL BEEN DEUONSTRATED TO WRMSTAND THE PRESSURES F41 -517]7 ' •'•AOR1O.%- usr0 IN ru[ .ABLE ABO.'E VI4 TESTING TO AVSI/QASUA Ape -05 i7h 9500 F Pl;f"cn.1 Envalw 60 // SIONA1 \\N OETEQ^-'"r10n Or SUITA911.1TY FOR SPECIFIC S1ES IS TuE RESPONS?IU-- OF OTHERS. Pra..C.e eNfvur.6aen as /JJJ)I((11 v1ACL-Ca can:WP'Cn WiG 20 CAGE END STILES Of f fl llrll DETAIL C NOTE: OLAZINF. DOES NOT SATISFY IMPACT XDEBRISREOUIREMENTSIM +P.0 + I I P.0 i)Gx e915 W WINDSOR DOOR `22 9 d 1 5 AP I (501) 562-1877 UODELS' I 724. 426. 730. 735. 750. 755 I I PART NAME V9NOLOAD RESIDENTAL 'PAN DOOR C I — 112/15. 11 RLB ( V!2 8 DATE RRRR GATE. DWG. NO. 2/27/07 1 95-8-080 ORN. BYBIT SHE T i OF 6 2• CAW. STCEL HORIZONTAL TRACK Wi5E0 ONO THEIl OF THE DOOR E' Y 1JGItm MIN. OREIONTAL AIRGIC. ALV. STEEL w a MT Kr.. I• LAs Scxks o K 1/2- LNG CARRMGE BOLT 4 NUT USE .oA. NEx NE.D SELF OR:: I'- DETAIL sGSW VSE (2) 1/L'4' SHE METAL 0 HOLDER. ATIH 7/16' STEM. L STEEL. I- GAGE GUY. STEEL CCOLIERCUL W HWCE ATEACHED WIN 5 SCREWS. SEE OCTAL C. 37 3 BRACKRS CACN SIDE COM1.¢RCuI 1/+' PC.YSTMYHC ANGM33 `\ i,A:•:A16:C0 SEEEL WWI. 3g•) L: WGArsc4co STEA I/4' x 3/A' 72 GAGi ECU ST4,ES - INCL CO OR LL HOC 1-TA2 SG - USE IN CAP OVER 10 P4.T1. MILLWG SCRCAL USE ENO UP a ER CKO MES. ( 2 PER VERTICAL STILE) SEE OEIML C) IRR 1-3/6' Pol1STYRENE STOP 40WLDING NAaEO ENEITT 12' wsuunaY OPnoHAL f-0 T.PE Nat M1N 7.- NIGH POR M00. 7N, 730, 730. PaYfl. Gµv, 755. 424. AND PRE- PAIN7E0 STEEL I 5 EL ALL MOODS UOOCL' 7.. 1 1n0pCL TEEL 14 : ACE CALV Sr EL cET.TE, HNDE SECTION' B B 750. 7jy 5011 - IOM aAc ^ WWE• 1IML •TT•CmED WITH . 'ASTENER1 I ATTACW C ATTM 7 I laSTENDlS. r. Uc[ GALv. STEELLOCCENTER SMILE POPSECTION A -A ACH rmH TOC -L -Loc M PGP RIVETS TO PANFIi NOTE- 1LL HON-DESCAI-rt'E FASTENERS SHOWN TO BE x 5/6, "ex B0L7s a AVIS OR LON5 HE. HEAP SNOT+ NCIAL SCRGQ. 10 0.0E GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING CREW& FISR„N70 0000 1AILB5 WIT -1 S/14' x 1-1%7• LA0 co, I. SCRCWS PREPARATION 0r JAMBS OY OTHERS ot DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WRHSTANO THE PRESSURES LISTED IN WE TABLE ABOVE VM TESTING TO A NSVOASMA 106-05. r OET( RMIVAnOA Or SVITAB4IIV FOR SPECIFIC SAES IS THE RESPONSMUTY OF OTHERS. VOTE: GLAZING DOES NOT SATISFY IMPACT F DEBRISREQUIREMENTSWBGy n I SIIF 2) STRUTS COMMUCT1ONJ' OFRO VFMSOR DOOR S+ La C r t0u A SESEMaossu(SEL O:U4273'QUAIL A JAW r20GAWIrSTINTNOTE: DOORMUSTBEWSTAIIEDPTCNLLIOCN17TH EITHER! AN ELECTRIC OPERATORM ALOCKEMUSTENGAGEBOT4TRACKS ON ODORS WITH EXTENSION PART NAME: WINOLOAD RESIDENTIAL W12 8 5 RWGS). C 12/15/11 RLB SaIOIL CAR) x 14' ABR KMtS J•"• CEI• TCR 5XE1 A CO•TER 31UM4) M I41.- mw= (1 AF- MA, ARwU' N— NE OPTIONE 20 GAGE ENO CAP FWLS e 2D GAGE END STILES OO 1,. I 0A O I T DETAIL c USE ONE EXTRA SETT MILLING SCREW THROUGH TOP LEAF" OF WINCE. END SILL CAP ANO NAL. T1' PIUL EACH ENO HINGE VOTE: GLAZING DOES NOT SATISFY IMPACT F DEBRISREQUIREMENTSWBGy n VFMSOR DOOR P. 0 80x 6915 ROC ii9-8915 AR 501) 562-7672 MODELS: 724. 426, 730, 735. 750. 755 PART NAME: WINOLOAD RESIDENTIAL W12 8 PAN DOOR C 12/15/11 RLB 8 2866 3 10/O6 RLS A 2848 11 t 07 RLS NEXT LEVEL 2% 2 %07 I P1Oi SCALE 0 8H Y MG. NO. 99- 8-080 SHEET 2 OF 6 2810 3-8-07 RLS REV. E.C.N. I DATE IAPPROV, N—NE StwAG I(.-r NCr C; CA irL••T, 3/1• A 1-1/Y A 13W4E VRI, GW4. STEEL HORIZONTAL ANGLE Z* CALV ST CTL 1{VTIZCMH TRACK 16 G0 OH THC N9OR 1J to fMO(THOfr (THE OOfxi, um CATV, STEM TRACX SPLICE DUCT. FASTEN TO WOOD 4 5/16• x 1-1/2' LAG SCAEIS 20 GAGE EN3 STILES - FASrONCO WITH Tx -L -LOOS TO PANEL. USE END GR OLE4 END STILES Ip- A I/2' LONG cARaucE BAIT & NUL 1 LS' EXTRA / H•AOTDLLoxWT: xR[W VIUSHIJ.• x 3/•• SN Al °C I DETAIL D DkLE J 614AOLR5 EACX 9DI 1/2" POLYSTYRENE INSULATIONSTANDARD FOR YODEL 735 — 5CC OCTAL 6) 27. OR 2P IaGH PANEL. GLV. STOP MOULDING NAACO CVCRY P• AND REpATNIED II s-0 TWE HALL W&. 1+' 51EEL 25 GnTE ALL I MODELS EXCEPT 24 CAGE MODEL I,, z / e CAGE cALv STEEL. FD4TER NNGE I RESIDENTIAL) ATTACHED WITH A FASTENERS 20 GAGE GAIv. STEEL C(NTEP STILE. ATTACHED NNH lx -HOE OR POP RN[TS TO PANELS. SECTION A -A13GCECALV. STEEL TRACK BRACKETS SEE A8WE rOR SPACINJfAS7EN TO VOW AAM05 WITH S/16' K 1-1/2• IAC SCRCNS k WASHLR3. PPEPATTATION O ,JAMBS N OTHER'S SEE DETAIL E. SECTION a-13 F. L _ AA;• NOTE ALL NON-JESCRIPTNE FASTCHIERS SHOWN TO BE 1/4. ZO x 5/0• HEX BOLTS k NUTS OR 1 0 1 /4 X 3/4• LONG HEY MCAD SHEET METAL SC¢WS NV14 I . ITR^ 1 N' T A , Ax—mW 30.5 1+40.51-45 8 10'-0-18'-0'•1+27 01-30.5 1+40.51-45 8 MORS ShOWN ON THIS DRAWING NAVE BEEN DEMONSTRATED TO NTTHSTAND THE PRESSURES LISTED IN THC TABLE ABOVE YU TEST040 TO ANSI/DASMA IO8-05. rel OETCRNINATON OF SUITaaILf1Y FOR SPECIFIC SRCS IT THS RESPONTIBIIM OF OTHERS. PrRN6H< Prov.R O MiM1L1W 6.0 16 CAGE GLV, STEEL TOR BRACKET OPMut, SSBWITH14CAGEROLLERHOLDER CLASS LGN15- SEE CELL 0. v 112 15 3 57R•JS 2848 25• s' 2O G WIDE REV. E.C.N. DATE SEE DEfNI A) ON RIPER PARI OF ISTRUTSECTIONBELOWAOULCR CARRIER BI T Z' ROLLER WITH 7/16. 01A LONG STEM 7.73•— TILE. STEEL 10 aALI DETAIL A L 3. 20G AWOC STRUT ` STRUT ON VPPER PART OF NOTE: DOOR 4UST BE INSfAeSECTIONONHAWCLEAF, W(ITI ER1.ER AV EIfCTRC OPERATOR SCC pETNL C. OR A LAC[ WU57 E :GE 907H IRA ON DORS WfH• EVERSION 14 GCE CAM STEEL END HAVCE COMIQSCIAL) ATTACHED W,TN 0) SCRLAS. SEI DETAIL C. USE ONE ExiRA SEF ORLUNG SCREW THRCUGH TOP LCN Of ~INCL CND SIE t RML. TYPICvo w STRUT ON LIPPER RART OF SECTION ON MINCE LEAF. SEE DEATAIL C. v LANs NEx N(A7 Sf3f CiLUHG xRC1VS( 2 PER VERnGL STILI) STAW ON UPPERPART OF SECTION ON NWGE LEAF. SEE DCATNL C. 0 1-3/6• PCLTSTYRENE INSULATION p FOR YDO 724. 730. 7OPTIONAL 75S. 426. STRUT O4 SOTTOM BWACKEr iLAl1.5 T.31. 3 :.AGE Gr V. STEEL OOTTOM BRAOIFr DETAIL C nACNEO RIM 2 FASTENERS DrFOnow SCREW CAN BE ABO4E ORf1A0TROUA NOTE: 0EWI 0 DOES NOT SATSSIY WPACT 0 BR. REOUtREWC)JTS W FOC No. 51737 AA p :• $TATE OF % ` i Atk •.! 60R Q' p? s v 112 15 2866 3/1B2848 2810 13-8-( REV. E.C.N. DATE 10'(SINGLE 4•)T 16' AIR VENTS RCO'0. S0. W. Mw. TOTAL OPEN AREA) OPTIONAL 20G. ENO CON'STRUCION STPk S 7* 'CR 6 Lx,. CENTER STILES 4, HINGES 0, COLUMNS) NOT, IT OPTIONAL A fMWSSES REASLIMED. 3 COLUMNS Of CENTER STILES APE REOUREO EES 1ox7 10 X 8 P o. eox 6DIs W19EM MOR IWOR 172219-8915 AR 501) 562-1872 ODELS: 724, 426, 730. 735, 750. 755 PART NAME: WINDLOA0 RESIDENTIAL PAN DOOR W2 8 LATE: I DWG.N0. 2/27/07 99-8-080 ORN. BY6H 1 SHEET Or 6 J/+' X 1-1/2' X t ,'.GE um GALv S'fCl-OW200TAL 4NCai 1/4" F 1/7' ICVG 2- CMV. $TCR CARRLCE BOLT 4 NUT HOR120NTAL TRAGI USE EAIRA / 16 CAGE O: t3 GAGE RI = }SCR BASET ON T6v wncwl HEX HEAD SEL° OF T.1( 006i DRILLING SlR1v TTOUSE (2) 1/4- X 3/4' SHEET METAL SCREWS. w 13 CAGE Mg. GALV. STEEL TRUCK $PUCE OR MC 6RACXE7. FASTEN TO WOOD JAMB WITH 5/16- X 1-112 A6 SCREWS. 16 GALE GALV. STEEL ER:YJL TRICK BOUCO TRACK BRACKETS WITH DETAIL D1/4--20 X S/B' TRACK BOLTS. I 54' OPENING HEIGHT Z- STRUT ON UPPER NOT OVER PART OF SECT" ENO STALE d "ENTYPICALEACHENO HINGE. DOOR HEO(F) SEE DETAIL E SEE HINGE LEAF. V NIZED STEEL, STRUT: iTACiED 9RiH 1/4• X 3/4' LONG NEX HEAP SELr ORILUNC SCREWS 36' 12 PER VERTICIL STILE) O 0 DETAIL E I 2STRUT ONJBRACKETSEACHSIDE P`SV 'S REANGER0 PART or Q O q FOR ACOEL 735'''""" SEE DETAIL C USE LONG TEM 20 GAOL END SCS T BALLt0 1 ROLLERS. 0 GHRH TOG—E—LOGS TO PANEL. RAGS USE END CAP oma -'-ND STILES. L/— PREPAINTED VAL, 6) ULOING KAJEO EVERY 9' LH NUL MIN21 VHroPANEL. 1-3/B• POLYSTYRENE INSULATION STEEL OPTIONAL FOR M00. 724. 7J0. 7s GAcE roa ALL Iso. 7ss. 42e. DETAIL C 7 I 2• MODELSGCAGE MODEL STRUT ON BOTTOM BRACKET I 750, 755. IL M,GALV. STEEL CENTER HIN:E-/ 70 GAGE CALV. STEEL RCSDCN CL•rtCa SMC 13 GCE GALV STEEL BOTTOM BRACKET NOTE: GLAZING GOES NOT SATISFY IMPACT 13 WE GLV. STEEL TRACK OR4CAET5 SEE ABOVE DEBRIS REOUIREMENTS IN FEC FOR SPACIVG FASTEN TO WOOD JAMBS Mlt 5/16' X 1-I/ 7- ATTACH p WITHEl 2 FASTEN ISBOTTOM LAG TETAgSE WASHERS PREPARATION OF JAMUS BY OTHERS. SECTION A -A BELOW ROLLER. CAN ABOYE OR SECTION B-6 NOTE: ALL NON -GESS- HEX FASTENERS HUTS O TO BE1r.. t/4•-zD Y s/6' G H BDlEA ar NUTS ea 111111111// 00- ;QEI..K 1 I Hum S, MCA" 1/i X 3/4' LONG FCi HEAD SHEET NEIL SCaEWS yA` N '. 1* 6' —0"L,7' —0" +22 2 I — ZS.O I+33.3 37.5 No 51737 003 SHOV.N ON THIS DRAWING HAVC BEEN OEMONSTMTED TO WITHSTAND THE PRESSURES LISTFO IN T'.IE TABLE ABOVE VU TESTING TO ANSI/OASMA 108-05 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. r E.C.N. I DATE RLB c0457RUCnFv STRtITS L-'LLAT1 ,. millImm I 1 1 I1 A IC I DPI4TNAL COCK NOTE. DOOR OUST BE INSTALLED WITH ETHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGLZE BOTH 20 DACE ENO CAP TRACKS ON DOM WITH CXTE4S1W SPRKGS). X20 CAGE ENO STILES 4 DETAIL B 11 2.75- —{ DETAIL A 3' 16GA WIDE STRUT 16 X 711 7 P.O. BOX 8916 W WMEOR DOOR 7 2 9 8 5 AR 501) 562-1872 724. 426. 730. 735. 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR W2 8 DATE:DNG. N0. 2/27/07 99-8-060 ORN. BYBH SHEET 4 OF 6 ENTER SGCALV. STEEL OPTIONAL SSB 5 COLIS1iTOPIRACKET %TIMG11LS5 UGIiT$ ID;ITER IAC. ROLLER HOLDER 3 COIR SEE oErA L o 1g0A WOE SEE DETAIL A) 1/-'i3/4' LONG HfX HEAD SELF DRI: L'v SCREWS. 3 PER VERTICALCREW snLQ a STRUT JUST BELOW TOP nxTURE B F1 I 2- ROLLER WITH 7/16' DIA LONG SIEU. IFFIRE: STEEL 10 BML 1 14 CAGE• GALV. STEEL ENO SEE DETAIL C 4- X 16' AIR VENTS MI E UiRdID.))-ATTACHEDWITH DETAIL USE ONE EXTRA SELF 4 RpYO. j1 05) S EWS. SEE C. DRILLING SCREW THROUGH S0. OE. WN. TOTAL OPEN AREA) TEP LEAF OF HINGE. OPTONA_ i OPENING HEIGHT Z- STRUT ON UPPER NOT OVER PART OF SECT" ENO STALE d "ENTYPICALEACHENO HINGE. DOOR HEO(F) SEE DETAIL E SEE HINGE LEAF. V NIZED STEEL, STRUT: iTACiED 9RiH 1/4• X 3/4' LONG NEX HEAP SELr ORILUNC SCREWS 36' 12 PER VERTICIL STILE) O 0 DETAIL E I 2STRUT ONJBRACKETSEACHSIDE P`SV 'S REANGER0 PART or Q O q FOR ACOEL 735'''""" SEE DETAIL C USE LONG TEM 20 GAOL END SCS T BALLt01 ROLLERS. 0 GHRH TOG—E—LOGS TO PANEL. RAGS USE END CAP oma -'-ND STILES. L/— PREPAINTED VAL, 6) ULOING KAJEO EVERY 9' LH NUL MIN21 VHroPANEL. 1-3/B• POLYSTYRENE INSULATION STEEL OPTIONAL FOR M00. 724. 7J0. 7s GAcE roa ALL Iso. 7ss. 42e. DETAIL C 7 I 2• MODELSGCAGE MODEL STRUT ON BOTTOM BRACKET I 750, 755. IL M,GALV. STEEL CENTER HIN:E-/ 70 GAGE CALV. STEEL RCSDCN CL•rtCa SMC 13 GCE GALV STEEL BOTTOM BRACKET NOTE: GLAZING GOES NOT SATISFY IMPACT 13 WE GLV. STEEL TRACK OR4CAET5 SEE ABOVE DEBRIS REOUIREMENTS IN FEC FOR SPACIVG FASTEN TO WOOD JAMBS Mlt 5/16' X 1-I/ 7- ATTACH p WITHEl 2 FASTEN ISBOTTOM LAG TETAgSE WASHERS PREPARATION OF JAMUS BY OTHERS. SECTION A -A BELOW ROLLER. CAN ABOYE OR SECTION B-6 NOTE: ALL NON -GESS- HEX FASTENERS HUTS O TO BE1r.. t/4•-zD Y s/6' G H BDlEA ar NUTS ea 111111111// 00- ;QEI..K 1 I Hum S, MCA" 1/i X 3/4' LONG FCi HEAD SHEET NEIL SCaEWS yA` N '. 1* 6' —0"L,7' —0" +22 2 I — ZS.O I+33.3 37.5 No 51737 003 SHOV.N ON THIS DRAWING HAVC BEEN OEMONSTMTED TO WITHSTAND THE PRESSURES LISTFO IN T'.IE TABLE ABOVE VU TESTING TO ANSI/OASMA 108-05 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. r E.C.N. I DATE RLB c0457RUCnFv STRtITS L-'LLAT1 ,. millImm I 1 1 I1 A IC I DPI4TNAL COCK NOTE. DOOR OUST BE INSTALLED WITH ETHER AN ELECTRIC OPERATOR OR A LOCK MUST ENGLZE BOTH 20 DACE ENO CAP TRACKS ON DOM WITH CXTE4S1W SPRKGS). X20 CAGE ENO STILES 4 DETAIL B 11 2.75- —{ DETAIL A 3' 16GA WIDE STRUT 16 X 711 7 P.O. BOX 8916 W WMEOR DOOR 7 2 9 8 5 AR 501) 562-1872 724. 426. 730. 735. 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR W2 8 DATE:DNG. N0. 2/27/07 99-8-060 ORN. BYBH SHEET 4 OF 6 3/a' VX 1-1/2' II 13CAGE MIN. GAL. STEEL HORRONTAL ANGLE. 2' GAIN. STEEL HORIZONTAL (RACK I/A' X 1/Y LONG ARriM(i BOLT • NUT USE EXTRA 1/4' X 3/4' 16 GAGE DR tl GAGE HEX NEM SELF BASED ON THE WEIGHT OF THE DOOR. ORD -LNG SCREW 3 WE WN. GAIv STEEL USE (2) t/S' % 3/S' SHEEiT METAL SCREWS TRACK SPLICE OR FLAG BRACKET. a FASTEN TO WOOD JANE wlrH SEE DLIAIL E. SECTION B—B 5/16' X 1—I/Z' LAO SCREWS, T 2' GALV, STEEL CENTERtt ESS S5) SlILf 5((S) COOUM NS VERTICAL TRUCK If6a PANEL CAly AND PREPAINTED SFC 3EUVL L DETAIL O OPENNI: pCR7NoratR IC3OR63' 37' DETAIL E 1 3 BRACKETS EACH SIDE 5 i 20 WE ENO STILES - FASTENED WITH TOG -L -LOOS TO PANEL USE ENO GP OVER END SR4"5. SEE OEUt BJ f STOP MOVLDNC HAILED fVERT 9'--_•a" 6-D TYPE NAIL MIN. ;1„ 16GA CALM STEEL TOP BRACKET WITH IAGA, ROLLER HOLDER, SEE OETAIL D. 6 5'TR , STRUT JUST BELOW X IBCA WIDE SEE oErAiL A) OPTIONAL LOG 2• ROLLER WITH 7/16' OlA SEE OCTAL LONG STEM. TRE: STEEL 10 BALL 115M10'(2)STRUTS0 IWN It f,'E QALY. STEEL ENO iamG;ASE Eo (6) I 16' (DOUBLE WR) a' X 16' AR MEMS REO'O. OPTIONAL 4120 so. IN MIN, IANC PANEL SCBE . WLITH SCREWS. SEE OEUIL G L20 LICE GALM. STEEL CENTER STILE ATTACHED WITM TOC—L—LOC DR POP RNIETS TO PANELS ATTACHEO WITH 1/4' X 3/4' 13 MAGE CALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING FASTEN TO WIDOD JAMBS WITH 5/16• X 1-1/2' TOTAL C -EN MEA) ENBCSSES COMMERCIAL) SEE DLIAIL E. SECTION B—B a DRILLING SCREWS. 3' OP110NA1. CENTERtt ESS S5) SlILf 5((S) COOUM NS ON LONERSTRUTNO PANEL CAly AND PREPAINTED 1-3/B' FOL"STVRENE INSULATION OPTIONAL FOR YGO. 721. 730, i 6'-0-1+22 2 I -25.0 +33 3'-37.5 STEEL 25 GAGE ALL ZO GAGE ST4,E5PARTOFSECTION ABOVE HINGE LEAF. MODELS EXCEPT LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. I USE TWO EXTRA SELF ORRLNG SCREWS THROUGH hhn A atNa _ + q STAT r 750. 755. TOP 6: BOTTOM LEAVES 0: 1 STRUT ON UPPER 2 75' HNCEENOS1RlCkRNLEMIrf- PARI DF SECTION HNCE LEAF. DETAIL A T7TP SICAL H E\a ID NNGE, ONSEE OLIAR. C 3' IBCA WIDE STEM I I PART OF'1SEO 2ROLLER WITH 7/16 ABGVE HINGE LEAF. LONG STEM TRE: STEEL 10 BALL 18 GAGE CALV STEEL CENTER N14E— aI:ACHED WITH A :ASTENCRS (RESTDCNTML) GALVANIZED STEEL STRUT. L20 LICE GALM. STEEL CENTER STILE ATTACHED WITM TOC—L—LOC DR POP RNIETS TO PANELS ATTACHEO WITH 1/4' X 3/4' 13 MAGE CALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING FASTEN TO WIDOD JAMBS WITH 5/16• X 1-1/2' NOIG ALL MOV-OESCRURTIVE FASTENERS SHOWN 1p BEFASTENERSSHNALLIIIN70 ' LONG HEX NUG SELF X 5 B NEE SOLIS a< 1/.• E 3/S' LONG HEX HEAD SNEER METAL SCREWS. SEE DLIAIL E. SECTION B—B a DRILLING SCREWS. 2 PER VERTICAL STILE) Rl sV-u`L PANEL CAly AND PREPAINTED 1-3/B' FOL"STVRENE INSULATION OPTIONAL FOR YGO. 721. 730, i 6'-0-1+22 2 I -25.0 +33 3'-37.5 STEEL 25 GAGE ALL 750, 755, 526, MODELS EXCEPT LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. I N GAGE MODEL hhn A atNa _ + q STAT r 750. 755. 1 13 CAGE CALM. STEEL BOTTOM BRACKET ATTACHED WITH 3 F,t FNFR 18 GAGE CALV STEEL CENTER N14E— aI:ACHED WITH A :ASTENCRS (RESTDCNTML) L20 LICE GALM. STEEL CENTER STILE ATTACHED WITM TOC—L—LOC DR POP RNIETS TO PANELS SECTION A—A 13 MAGE CALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING FASTEN TO WIDOD JAMBS WITH 5/16• X 1-1/2' NOIG ALL MOV-OESCRURTIVE FASTENERS SHOWN 1p BEFASTENERSSHNALLIIIN70 ' LAG SCREWS 4 wASHFRS PRFPARATDN 0r JAMBS BT OTHERS X 5 B NEE SOLIS a< 1/.• E 3/S' LONG HEX HEAD SNEER METAL SCREWS. SEE DLIAIL E. SECTION B—B LL lllllll wrC T I PMTNE I h;GATVE PCSTRF. IAEGATNX n`T`;..— j i 6'-0-1+22 2 I -25.0 +33 3'-37.5 COORS SHOWN ON THIS DRAWING HAVE BLEN DEMONSTRATED TO IKITHST.AND THE PRESSJRES LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. t: hhn A atNa _ + q STAT OETEsmwAITOH OF SVITABLiTY FOR SPECIFIC SITES IS THE RESPONSeL rY OF OMEIRS. 3ti21_:RWfE.pR,a. i L_ _ PR01e2lmnal Englada s ual rR dao! c aTy. SINCt m d NP'ia. DETAIL C NOTE: GLAZIN: DOES NOT SATISFY IMPACT DEBRIS REOUIRWENTS N FBC E.C.N. I DATE RLS 16GA. ENO G'' DETAIL B MOIL: DOOR MUST SE INSTALLED WITH OTHER AN ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION SPRINGS). 16 X 8 P.O. BOX 8915 LITTLE RICK. WIIMNDSOR DOOR 72219-1591i AR 501) 582-1872 MODELS-. 724, 426, 730. 735. 750. 755 PART WOVE: RT"A RESIDENTIAL PAN DOOR W2 B NEXT LEVEL DATE. DWG, NO. 2/27/07 99-8-080 PLOT SCALE GRN. BYBH SHED 5 0: 6 S/ Y 1-1/2' Y 13 GAGE MIN. f -31 -* GLV. STEEL NORQONIAL ANGLE 3) 1/.• Ckvw-- POLIS Ir 2• GALV. S7EELTRACK I NIGH PWM GALV. ANO P+FPA6RE0 HEC,HT- 16 CAA OR 13 GAG, MODELS DICEPT aSCOON TTHEE WEIGH 1+ C/Gi 1 0. 16 GAGE GLV. STEEL CENTER 1@) ATTACHCD MRN 4 FASICN(RS. (REWOCAL) OF THEVCo ok 36- (,i Y I) e A 3/A- H SNCn MCTAL Q7.. SCKv3 I - 20 GAGE 010 STLES 13 GAGC YIN}GALV. STEEL TRACK SPOCE eqA ER kw w"!.F OR3AM8 LT'r 5/ 6'T"Y 1,77•TO SCREWS z' 13 GAGE .;N.V. $I= WJ'N'L SCRCN DETAIL D VERTICAL TR4CR NAEiD LCC OEIML E 1T (116 S 6) f-O TTP[ VNl MW. f)' (,4 f 7) Ic..l Ic 21' t 24•. O SECTOR 1204E "ONCE I NIGH PWM GALV. ANO P+FPA6RE0 HEC,HT- 2• STEEL 73 WTE ILL MODELS DICEPT NE1G1Ti) 1+ C/Gi 1 0. 16 GAGE GLV. STEEL CENTER 1@) ATTACHCD MRN 4 FASICN(RS. (REWOCAL) 730. 755. 36- (,i Y I) DETAIL E . 13 CAGE GALV. STEEL TRACK BRACKETS SEC ABOVE BRIS ACKETS CACH 90E H 1-t/j 011iCR5. SECTION A -A 1 I S• 110. 1TSL4RENE I - 20 GAGE 010 STLES FASTENED MSIANOA O FOR735 TOG -L -LOOS TO PANEL. wct WITHE6EENO CAP 0.ER SEEOE7ALB) SLOPOVL,O" 00 STILES NAEiD EV73RT 6' f-O TTP[ VNl MW. 18•-0"I8'-0'=26.0 -29.1 +39.0 -43.7 DOORS SHOWN ON THIS DRAWING "LAVE BEEN DEMON57-RAT-c0 TO WRFISTANO TUC PACSSURES T%`_Pj 5S6306 -i-220LISTEDMTAE7A&E A30VE VIA TCSTING TO ANSI/DASNA :06-05. >i7i • agl, 9lDC XTERVINATION OF SUrAGILIY TOR SPECIFIC SITES IS T -C RESPOKSt81Lr1Y OF OTNLNS. •144Rfona E„GY,4 as rn::.c ony r« .Wr.Ae:ta naea.T co:at-I:cten wmY 13 GAGE GLV, STEEL TOP BRACKET MRN 16 GAGE ROLLER HIROO NOTE THAT ROLLER 11QDER CM S RRNEO DORA, SEC DELL O 51RVT 3U37 60.0N o t1YTM r lick Wi SECTION ABOVE IONQOf ( SEC MAIL LEAF. VITH SEE OCTrA PART or STR:7T ON LONER PART 21' t 24•. O SECTOR 1204E "ONCE I NIGH PWM GALV. ANO P+FPA6RE0 LEAF. 2• STEEL 73 WTE ILL DRILLING MODELS DICEPT 14 WOE G,LV. STEEL ENO 1+ C/Gi 1 0. 16 GAGE GLV. STEEL CENTER 1@) ATTACHCD MRN 4 FASICN(RS. (REWOCAL) 730. 755. OI G.00-L---VIDC OEIRL PO RIVVAcT701 S TOILF.AtWA.SS.EO L 13 CAGE GALV. STEEL TRACK BRACKETS SEC ABOVE SCREWS. SEE DCIAL C FOR SPACING. FASTEN To WOOD SANOS WITH S/16' Y LAC SCREWS 1 W45HERS. PREPARATION or "95 BY 1-t/j011iCR5. SECTION A -A SET. OFTWI E SECTION $-B NOTE. ALL NON-OCSCRIPTNE FASTENERSSNOMN 10 BE S/B' HEX BOL1S AtN= OR Y 3/R' lDI1C, WEK MCAD S4ECT METAL SCREWS r. STRUT ON LOWER PART OF SECTION ADM HINGE R - U. 1 M'1 •, +T N f DIV" V TNI' LIS' It8'-0 0'+26.0 -29.1 1+39.01-43,7 DETAIL A Y 16G- WDE STRUT 18•-0"I8'-0'=26.0 -29.1 +39.0 -43.7 DOORS SHOWN ON THIS DRAWING "LAVE BEEN DEMON57-RAT-c0 TO WRFISTANO TUC PACSSURES T%`_Pj 5S6306 -i-220LISTEDMTAE7A&E A30VE VIA TCSTING TO ANSI/DASNA :06-05. >i7i • agl, 9lDC XTERVINATION OF SUrAGILIY TOR SPECIFIC SITES IS T -C RESPOKSt81Lr1Y OF OTNLNS. •144Rfona E„GY,4 as rn::.c ony r« .Wr.Ae:ta naea.T co:at-I:cten wmY 13 GAGE GLV, STEEL TOP BRACKET MRN 16 GAGE ROLLER HIROO NOTE THAT ROLLER 11QDER CM S RRNEO DORA, SEC DELL O 51RVT 3U37 60.0N o t1YTM r lick Wi SECTION ABOVE IONQOf ( SEC MAIL LEAF. VITH SEE OCTrA PART or STR:7T ON LONER PART IIURRICAK ROLLERS O SECTOR 1204E "ONCE LONG $IDA MADE WITH HIGH STRENGTH STEEL) LEAF. DRILLING 1 I- 1.25- 14 WOE G,LV. STEEL ENO 2810 3 8l C 1-3/8' POLVSr6ENE NP AIRON WNGC (COUNERCVI) ATIkCHEp WIN(i) 750. 7S5. 425 SCREWS. SEE DCIAL C STRUT ON BOTTOM BRACKET. 3. STRUT ON LOWER PART OF SECTION ADM HINGE ELAS LIS' STRUT ON VIPER PART OF SECTION ON Nd3C LEAF. DETAIL A Y 16G- WDE STRUT SEE DETAIL C. V9NTmorm S• RMf3UCTICH f1 Ifitl111 I11fN IGiN1IlCiifrll,mw. in. M IN' GEXTCR HINGES (3 COLUMNS) 9 ARCA) a nl Ili Ill[Ill l lll USE TWO EXTRA SELF ORLLINO SCREW THROUGFI N"VGE. ENO STILE 2 RAIL AS DETAIL C CALV. S1p;L BOTTOM BRACKET NO[E GIALNG DOES NOT SATISK UIPACf WRIT 2 FASTENERS. LEHRIS REWIREMCNTS W F'BC to • `SOBYIa•. /i No. 51737 a• UTE OF :uirC I poL'••i0at0!:'G`? HF`; 88/ONi ; ?\\ N` IIURRICAK ROLLERS GALV4O2EO STEEL SIRLR. LONG $IDA MADE WITH HIGH STRENGTH STEEL) ATTACHED WON I/f• Y 3/4' LONG HEX HEAD ELF DRILLING B 12866 3/t0/ VERTICAL VILE) 2810 3 8l C 1-3/8' POLVSr6ENE NP AIRON OPROwI FOR M00. 774. 730. 750. 7S5. 425 STRUT ON BOTTOM BRACKET. V9NTmorm S• RMf3UCTICH f1 Ifitl111 I11fN IGiN1IlCiifrll,mw. in. M IN' GEXTCR HINGES (3 COLUMNS) 9 ARCA) a nl Ili Ill[Ill l lll USE TWO EXTRA SELF ORLLINO SCREW THROUGFI N"VGE. ENO STILE 2 RAIL AS DETAIL C CALV. S1p;L BOTTOM BRACKET NO[E GIALNG DOES NOT SATISK UIPACf WRIT 2 FASTENERS. LEHRIS REWIREMCNTS W F'BC to • `SOBYIa•. /i No. 51737 a• UTE OF :uirCI poL'••i0at0!:'G`? HF`; 88/ONi ; ?\\ N` 12715/ B 12866 3/t0/ A 128103 8l C Rel. E.C.N I DATE 20 GAGE ENO STYES 13" EN0 `"P' DETAIL B NOTE ODOR MUST BE INSTALLED R H ETHER AV ELECItR: OPERA[OR OR A LOCK (MUST ENOADE BOON TRACKS ON DOORS WRH ElL1ENSEW SPQMGS). 18 X 7 18 T-8]1 P.O. BOX 8915 ROCK. ARwwas0RDOOR712298915 501) 562-1872 VOCIELS• 724, 426, 730, 735, 750, 755 PART NAM?: WINDLOAD RESIDENTIAL PAN DOOR W2 Q rive. NO. 90 -3 -DEO Florida Building Code Online Page I of 5 tCPX4 IN PA4711 '4T Business & 01- Professional Regulation 11 ' rg SCIS Home I Log In I User Registration t Hol Topics Submit Surcharge I Slats & Facts Publications I FBC Staff I BCIS Site Map Links Search I Florida r Product Approval IUSER, Public Use, i °r rrv, Product Approval Menu > Product or ApplKarron Search > Application List > Application Detail FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certirication Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 0- Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@mlwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R5 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 littps://www.floridabuiIding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDgvFGYZsjr/-FR... 3/23/2018 Florida Building Code Online of FL # Model, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 5 Description 36x74 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APC(11355)C7327.01-109-47-1.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH 36 x74 Fin.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC A3485.0l.Ddf Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 40x66.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144x63 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 44x63.Ddf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x63.DAf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.S 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 44x72.pf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47-6.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: littps://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 3/23/2018 Florida Building Code Online Evaluation Reports Created by Independent Third Party: Page 3 of 5 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 05/26/2020 Design Pressure. +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R6 II FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: Luis R. Lomas, PE PE -62514 Verified By: American Architectural Manufacturers Created by Independent Third Party: Yes Association Evaluation Reports Created by Independent Third Party: FL17676 R6 AE 511989 3540 FLS 36x84.Ddf Evaluation Reports Created by Independent Third Party: Yes Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency. Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure. +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 II 08-01252B 7.0f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R6 11 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other. LC-PG35 FL17676 R6 11 08-01247B 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.Ddf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 48x96.Ddf Quality Assurance Contract Expiration Date 08/28/2022 Installation Instructions FL17676 R6 11 08-01371B 11.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x62.Ddf Quality Assurance Contract Expiration Date 08/27/2022 Installation Instructions FL17676 R6 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports https://www.floridabui lding.org/pr/pr_app_dtl.aspx?parani=wG EVXQwlDgvFG YZsj rZFR... 3/23/2018 Florida Building Code Online IFL17676 R6 AE 513015A 2269.1)df Created by Independent Third Party: Yes Page 4 of 5 117676.13 13540 SH 152x72 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R6 C CAC APC(10818)C7325.01-109-47-13.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270.odf Created by Independent Third Party: Yes 117676.14 13540 SH 152x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 11 08-01514 512141.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install Instructs - 3540 SH FIN 48x72 (As Tested).odfASTME1300-04. Verified By: American Architectural Manufacturers Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10817)C7327.01-109-47 - 16.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH CHS Fin 308x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 Approved for use outside HVHZ: Yes SH. cid Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 11 08-02997 - Anchor Clio.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.odf Created by Independent Third Party: Yes Back Next Contact Us •: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Flonda is an WHO employer Cooynoht 2007.2013 State of Florida... Privacy Statement • Accessibility Statement .: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released ,n response to a public -records repuest, do not send electronic mail 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 https://www. Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGY%sjr%FR... 3/23/2018 Florida Building Code Online Page 5 of 5 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have One. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 4S5, F S , please click here Product Approval Accepts: 0-:1 Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQw(DgvFGYZsjrZFR... 3/23/2018 ELEVATION 2' typ. 36' J-8' o.c max. 2' typ. Mi ane INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— wxa« TT Windows & Doors 8" o.c. NONE 1 1 Max. L ro a'=*'CLE ALL FOUR 1* FLASH BY OTHI Anchor See Section Dei a HEAD DETAIL r Min Edge 7/16' WHICH SHEATHING AB DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED 6 X 1-5/8" SCREW (SHOWN WITH 4' SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.s SILL DETAIL Notes: 1. Installation depicted based off of structural test report #82133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from comers and no more than 8' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Mi ane INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— wxa« our : 00L M. R. 12-14-09 oma u T Windows & Doors 3540 Single Hung NONE 1 1 Gratz, PA 3540-3240 SH FIND SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 40.01-50.OPSF NONE Number of anchors required at each jamb Height on) 36" MAX 2 2 2 FRAME WIDTH 2 1_ 4" MAX 2 36.0 3 3 3 ANCHORS TO BE I 0/EOIIALLY 3 SPACED. SEE 3 3 54.0 3 ANCHOR CHART SHEET T FOR UNIT 4 60.0 4 4 SIZE ANC ANCHOR 60.0 4 4 4 DDnNTITYO a 4 5 84" A FRIGHTE a 1 4 5 HEIGHT 5 5 1 X 4" MAX rI SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING 40.01-50.OPSF NONE Number of anchors required at each jamb Height on) Panel width 011) 24.0 130.0 134.0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 3 3 46.0 3 3 3 54.0 3 3 4 60.0 4 4 4 60.0 4 4 4 72.0 a 4 5 76.0 a 1 4 5 64.0 4 1 5 5 REVISIONS OESCRiPnU GfE APVNOIt7 NOTES, 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF rr1E FLORIDA BUILDING CODE. 2) WOOD FRAMING A14D MrSONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOACS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER OF RECORD 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL, EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT MEETING RAILS MUST BE REINFORCEC WITH R= -104S-020 STEEL REINFORCEMENT 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM :"HERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUI.1 ALLOWABLE SH11d STACK TO BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHO'::N IN ELEVATIONS AND INSTALLATION DETAILS. t t) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE J8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) 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=0.41. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE I 'OR GREATER). TABLE OF CONTENTS ISHEETNOIDESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS SIGNED: 10/21/2011 M6501wEDSOTWMARKEANDDOORS TREET SIItI.LO,/,/'' GRANTZ. PA 17030-0370 v•GENy 94+ SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 117• 0 6 * = STEEL REINFORCED — NON—IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES 0 5 E oTATOF DRAWN V. L. 08 SO1372 OAT' NTS 10/17/11 I OF 3 fill REVISION'S RCS OESr.RIv001! OAfE APPR0:41 7Y. SUCK/WOOF) FRAMING BY OTHERS, 2X BUCK TO BE =ROPLRLY SECURED FLANGE TO 0= SET IN BED 0= 4• MAX. 1 3/16" MIN. ! _ 1/4" MAX. AP -ROVED SEALANT SHIM EM3EOMENT SHIM HEAfi TO BE SET IN A BED OF APPROVED #8 1;7000 SCREW CONSTRUCTION SELANT INTERIOR J 2X BUCK/WOOD FRANINC2XBUCKTO0 EXTERIOR o INTERIOR 3 BE OTHERS. PROPERLY SECURED r EXTERIOR FLANGE TO BE t SCT IN BED OF SILL TO 2E SET IN APPROVED S:ALANr HORIZONTAL CROSS SECTION EEO OF AP, ROVED 2X SUCKANOOD FRAMING INSTALLATIONCCNSTRUCT;ON AOiESNE 0 oL rLANGE TO BE V f 1/4- MAX. SFTININ BED OF [-J1-7r —CEJ r r SHIIA APPROVED SEALANT i NOTE: INFERIOR AND EXIERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2X BUCK/N000 FP.Af.11VG MI WINDOWS AND DOORS 111IIIIIIi i BET STREET 0 BE PROPERLY SECURED 2XBURCTK/WOODFRAMING INSALLATION 4 TO ICAL CROSS SECTION650 GRA TZ. PAWESTA17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW *• ,N0 6 STEEL REINFORCED —NON—IMPACT 36" X 84 _.;((, ,e ` INSTALLATION DETAILS 7' $TAT OF oluaR. o:•s: NO Rev 'F•!<ORID"' 'Z. soot am 08 u 72 - /'SS NA 11 1 G\ NTS 10/17/11 2 OF 3 MASONRY/CONCRETE BY OIHCRb OPTIONAL IX BUCK BY OTHERS. IX BUCK IO BE PROPER'_Y SECURED. SEE NOTE 3 SHEET I LANGE TO BE SE -IN BED OF APPROVED SEALANT EXTERIOR FLANGE TO BE S=TIN BED OF APPROVED SEALANT P"IONAL IX BUCK BY OTHERS, IY. BUCK TO OE PROPERLY SECURED. SEC NOIC 3 SHECT 1 e I SHIM HEAD TO EE SET IN A BED OF APPROVED CONSTRUCTION SCAANT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE l I /4" MAX. F SHIM r VERTICAL CROSS SECTION MASONAWCONCRETE INSTALLATION Rsistoks IIRIoesCRmnGRIareIPWa.T, 1 1/4" MIN BY OTHERS NOT SHOWN FOR CLARI"Y. 1/4" MAX EtdBEDMENT 1R II` lorf, WEDSO7WMARKEAND TREET GRANTZ, PA 17030-0370 SHIM MASGNRYJCGNCRETE SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW r 3/16" TADCON BY OTHERS INSTALLATION DETAILS DRW.ra mrG r+o REV V.LNTS F(OMID ; s/Ofllllt0?\\` 08 rI c 10/17/1 t s" E33ZOF 3 INTERIOR I OI [1 zMIN. I EDGE DIST aao OPTIONAL IX BUCK BV OTHERS, IX BUCK TO BE EXTERIOR PROPERLY SECURED. SEE FLANGE TO BE NCTE 3 SHEET I SET IN 9E0 OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION t.1ASONRY/CONCRETE NOTE. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. BY OTHERS NOT SHOWN FOR CLARI"Y. M650WINS DOORS 1R II` lorf, WEDSO7WMARKEAND TREET GRANTZ, PA 17030-0370 y\GEAISF 9p i SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW IK0y 5ta*= STEEL REINFORCED — NON—IMPACT 36" X 84 INSTALLATION DETAILS D TAT OFE DRW.ra mrG r+o REV V.LNTS F(OMID ; s/Ofllllt0?\\` 08 c 10/17/1 t s" E33ZOF 3 2' typ. 2' typ TT 2' o.c. Max. L n ELEVATION 108' I- CLEARANCE ALL FOUR SIDES) WHICH 1 2' S jATHING Min Edge Distance fi{ c.t.re. JAMB DETAIL HEAD DETAIL SHEATHING/OSB SIZE HEADER AS NEEDED FISHING BY OTHERS Caulk under ENTIRE perimeter of Nailing fin before fastening. Anchor See Section Details) tn.v Min Edge i' b II MINIMUM t 1 1/4 INCH III— PENETRATION INTO STUD SILL DETAIL IM AS OUIRED DRYWALL HOWN WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD. . Notes: 1. Installation depicted based off of structural test report C7327.01-109-47. 2. Wood screws shall sotify the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASUER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 14' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) 1 ana INSTALLATION INSTRUCTIONS IN — FASTENER SCHEDULE — FIN- C"M" an: V.M.R. 8-20-09 3540 Single Hung NONE 1 v1 Windows & 000l5 Gratz, C Continuous Head and Sill a"' R" 3540 SH CSN FIN — Florida Building Code Online Page 1 of 3 Business & Professional Regulation r a+a ra SCIS Home I Log In I User Registration I Hot Topics I Submit surcharge I stats G Facts I Publications I FSC staff I SCIS Site Map I Links I Search a bpr Product Approval USER: Public User Lir r Product Approval Menu > Product or Application Search > Application Los t > Application Detail FL # FL18644-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Chi Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S. 2/A440 2005 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved 01/04/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paranl=wGEVXQwtDquiGtg5bCXRs... 3/23/2018 Florida Building Code Online of Products FL it I Model, Number or Name Description 18644.1 13500 PW 81x63 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: FW-LC50 Page 2 of 3 Certification Agency Certificate FLIB644 R2 C CAC MI Windows - 3500 PW B9102 81x63.Ddf Quality Assurance Contract Expiration Date 04/30/2021 Installation Instructions FL18644 R2 11 08-02818.0f Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.Ddf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC D3210.01-109-47-RO 3500 FXD I 11822).DdApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 II 08-02818.Ddf Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.Ddf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC - F1910.0I.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R2 11 08-02858.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513666 F1910 2858.Ddf Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1B644 R2 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP= -60 Installation Instructions FL18644 R2 11 08-02859.Ddf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513667.odf Created by Independent Third Party: Yes Back Neat Contact Us 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Flonda is an AA/EEO employer Coovnoht 2007-2013 State of Flonda. •: Privacy Statement': Accessibility Statement : • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487 1395 *Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have one. The 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 if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: n -L® https://www.floridabuilding.org/pr/pr_app_dti.aspx?parai-n=wGEVXQwtDquiGtg5bCXRs... 3/23/2018 Florida Building Code Online Credit Card Sate Page 3 of 3 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqulGtg5bCXRs... 3/23/2018 NOTES - 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 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 OTHER STRUCTURAL SUBSTRATE MATERIAL. S. 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 NUST 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 DROWDED 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANC14OR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM .ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOCD ANCHOR CALCULATIONS I1. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300 -0d 13. APPROVCD IMPACT PROTECTIVE SYSTEM IS REOUIRQ FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REV19ONS I REV I OESCRWDON I GAFF I APPROKD 1 15. ALL FAST ---HERS TO BE CORROSION RESISTANT. 16 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 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. 3500T, 350OSOLITES, 3500SP, 3540PX, 35407, 3540SDLITES. 3540SP. 3250PZ. 3250T. 325OSDLITES. 3250SP, 3240PW. 3240T, 3240SOILITES. 3240SP, 3500HPPW. 3500HPT, 3500HPSOUTES. 3500HPSP. 358OWP, 3580T. 358OSDLITES. 3580SP, S-3500PW, S -3500T, S-3500SDILITES, S-3500SP. S-35dOP'N, S -3540T, S-3540SDLITES. S-3540SP. M-350OPW, w-350OPW, W -3500T, W-3540PW, W -3540T. W-3540SDILITES. W -35=05P, 1255PW. 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255SPSDLITES AND 1255HPSP SIGNED: 02/17/2016 M650WINDOWS DOORS MARKET STREET NSFGRATZ, PA 17030-0370 G ,J' TABLE OF CONTENTS SERIES 3500 FIXED WINDOW: 1o 5 *= 96" X 60" NON -IMPACT NO. DESCRIPTION NOTES EET\ NOTES ORGAN o«c NO. R(V i°<ORIO* ELEVATIONS N.C. 08-02859 G\ INSTALLATION DETAILS 191AE NTS 104TE 02/04/16 1 SHED IOF 3 2" t FI HI SERIES 3500 FIXED WINDOW 2" MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1 MAXIMUM O.L.O.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART#1 Height CHART #I Z NUMBER ANCHORS RCwigNS O(SCRPRON are APPRaco SIGNED: 02/17/2016 96- MAX FRAME WIDTH MAX - t 10" MAX 1 0 C. 2"MAX GENSF 0 6 * = SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION II 2" MAX J 0• FCOR aT: • G7, III J" I 10" MAX 0" 0 C. Ax. AME ICHT SE FO i I SERIES 3500 FIXED WINDOW 2" MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1 MAXIMUM O.L.O.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART#1 Height CHART #I Z NUMBER ANCHORS RCwigNS O(SCRPRON are APPRaco SIGNED: 02/17/2016 MI WINDOWS AND DOORS 650 WEST MARKET STREET 111111I1ii S ft.t0 7 i9,p i GRATZ, PA 17030-0370 GENSF 0 6 * = SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION P_ $$TAT OF ` 0• FCOR aT: • G7, 0RANN 0'NO NO. REV 08-028598028590FSCALEeAT' NTS 02/04/16 3 APPROVED SEALANT BEHIND FIN 6 WOOD SCR'_W 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED - --- - S&iLANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR REVISIONS REV OESCMPRON I GIE APPROVED WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW 11/4 MIN. EMBEDMENT 1— I APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 1/4- MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY W000 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON—IMPACT FIN INSTALLATION DETAILS ORAMN ONC N0. N.G. 08-02859 STILE NTS I o.¢ 02/04/16 510[`3 OF 3 SIGNED: 02/17/2016 G I NIO q/ E o pTAT 6EOF • — F' OR10* • i' ONA 11E\ G\ Florida Building Code Online Page 1 of 3 Business & Professional Regulation I'1 , ra m SCIS Home I Lop In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications F8C Staff I SCIS site Map Links search I d Florida 10 -ow- Product ApprovalrUSER: Public User ie' r Product Approval Menu > Product or ADDlication search > Application List > Application Detail FL # FI -18504-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 R2 COI FL COLD& Standard AAMA 450 Method 1 Option D Year 2010 https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2Plo2ftCO... 3/23/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 09/23/2017 10/23/2017 10/26/2017 12/12/2017 FL # I Model, Number or Name I Description Page 2 of 3 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIB504 R2 II 08-01455B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 R2 AE 512079B.Ddf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIBSO4 R2 II 08-0144SB.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512069B.Ddf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01834B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 R2 AE 512521B.Ddf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIB504 R2 11 08-01833B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.Ddf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01907A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIBS04 R2 11 08-01906B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FLIB504 R2 AE 512601B.p f Zone 3. Created by Independent Third Party: Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-02834.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.1)df Zone 3. Created by Independent Third Party: Yes sack1 FEE https://www.floridabLiildiiig.orglpr/pr_app_dtl.aspx?param=wGEVXQwlDgs9%2f%2ftCO... 3/23/2018 Florida Building Code Online Page 3 of 3 Contact Us .: 2601 Blau Stone Road. Tallahassee FL 32399 Rhone: 850.487-1824 The Stale of Florida is an WEED employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement : • Accessnbnlnty Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emanls provided may be used for official communication with the licensee However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Prod([ ov Product Approval ccvaalAepts: tA Ir l R 0 Credit Card Sale https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9D/o2f%2ftCO... 3/23/2018 4 PPr-_,FF TAB_E INSrRi -,I EI`44E FE )U PECCES UjA, PER FLOR-DA BUILDING CODE SPAA BA --E: f'P BE 't!STA'__El _; I F F__P -FIEU-AR, rX. 'N.'T A':: TrIBLTAP" A' 1;. , ,, r 'Al %' - --E :'.L_114 rv. Z. -_Jp 'Ar", I., EF "JI-, ',IF V 1 _-7, 4r --E Oc (-rj' TENT JE At,rj Or- (Af,' CE -AILS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN NOTES C.AN V L 08-01445 NTS I C"c 01/11/12 1 1"EV I OF 4 L ROBERTO LOADS P.E. 1432 WOOOFORO RD LEIVISWILLE. AIC 27023 434-6W.0609 APm @*Iltmirspvm SIGNED: 1011712017 TATFOF' 4*•,: 0, T/0... ;v N A %. i/111111110 Luis R. Lomas P E FL No. 62514 P". - 1c, CE 4 FEV tE' , ('.;TALL; -l',% :E•` Lz 8 -E, F ILI T P B R 41E H 'JP*, L j 4 F --F A',-:,4',Pv. rj-'',i PETE '13E 3/' C F.1_0 LLTPAC fj:4 I,' 'E LEN WH TO ACHIEVE A 1 14" V:N':,!tl!A I. r 4. EV5;ZYENT Vi'H I ' Y NI O'.1 EXE DISTANCE LOCATE ANCHORS A,- z...r,, El' SH Y..N N INSTA.LA-Kllj DETAI,-:, _HEFT 4 I FOR AN:_H,iP Nr, NTO !!E7AL FRA.'[!,:, USE N'0 S'.S Or. SELF I -E' T NC, S, - - LE%(. A THREAC 5F -PEv 7J'TH IjFrjr,E j -,TH TO ACHIEVE 3 A' .,FZ.*T, F;rj 6, I,NIP.lU%! BEYOND STRUT%RE INTEMOR WALL LorATE ANCHORS AS SHOWN IN ELEVAT:e,4S AND iNSTA,LAT(ON DETAILS. V'' i' BE B`i T iE i',L V LSI ', -,P T,, 4) ALL rAc-TENERS TO BE C,)RR(:-S!O:! RESISTANT p 7- 5) INISTALLAT.ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 41 Cr 'f"C F A-- A_;t N!C,'-E ANC140P .!ANjFA'TUREP'S INSTALLAT,O,'q :NSTRL;(-TI0N13, AND 4 H r, H ',:) EEPE. A%L) S ANC SHALL NOT rTHSBEUSEDINSUBSTRATESWITHSTPEN zl: - FEC A-, HEPE• LESS THAN THE %!:NlklUlj STRENGTH. SPECIFIED BELOW - 1 ',! vErTICAL 1L VALLICII. -.14, BE USED A VII)OD - MINIMUM SPECIFIC GRAVITY OF G=042 14 AFI_ 4--Y'.. ZI., A; -, I4, .rATEC 8 CONCRETE VINP.IUM COMPRESSIVE STRENGTH OF 3.2CO PSI HEPLIt. APE :,(--T E\CEECE11 4:,j 6 A%CHOPE,' A'(,--FZDNC, C. l.!AS0NR( STRENGTH CONFORMANCE TO ASTM C-90 JRADE %. D TH - COCO ..EN:- TYPE I (OR GREATER) 0. METAL - STEEL ISGA ( 048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FL=30KS1 0625" THICK YINIM.Uh! PPr-_,FF TAB_E INSrRi -,I EI`44E FE )U PECCES UjA, PER FLOR-DA BUILDING CODE SPAA BA --E: f'P BE 't!STA'__El _; I F F__P -FIEU-AR, rX. 'N.'T A':: TrIBLTAP" A' 1;. , ,, r 'Al %' - --E :'.L_114 rv. Z. -_Jp 'Ar", I., EF "JI-, ',IF V 1 _-7, 4r --E Oc (-rj' TENT JE At,rj Or- (Af,' CE -AILS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN NOTES C.AN V L 08-01445 NTS I C"c 01/11/12 1 1"EV I OF 4 L ROBERTO LOADS P.E. 1432 WOOOFORO RD LEIVISWILLE. AIC 27023 434-6W.0609 APm @*Iltmirspvm SIGNED: 1011712017 TATFOF' 4*•,: 0, T/0... ;v N A %. i/111111110 Luis R. Lomas P E FL No. 62514 i• :' :..DTH-- WINDOW I WINDOW I. / I / II 4 711 1412 _7 1200 1200 1200 33 FPAVE WINDOW HEIGHT WINDOW I'Al ILLION 1200 120.0 SPAN) WINDOW 25.00 I' .'BINED v:IDTH 1200 1200 1200 120.0 120.0 I 120.0 WINDOW 120.0 1200 120.0 49.63 WINDOW WINDOW 769 75 2 75 1 62.00 96.4 736 58.4 537 50.7 49.4 65.63 902 686 539 493 46.3 P.IP17,Ef 72.00 span (In) 16.17 25.50 36.00 42.00 46.00 52.17 25.00 1200 1200 1200 1200 120.0 120.0 37.36 120.0 120.0 120.0 120.0 1200 120.0 49.63 120.0 96.3 81.2 769 75 2 75 1 62.00 96.4 736 58.4 537 50.7 49.4 65.63 902 686 539 493 46.3 44.8 72.00 81.0 612 47.6 432 40. 7 38 6 64.00 1 62.1, 45.0 1 33.1 1 291 26 3 1 24 9 107 3/3' COMBINED W 0tH I -1r- W2 _-- i T- 03- FRAME WINDOW 'WINDOW HEIGHT MULLION SPAN) 107 3/.5" COMBINED WIDTH r- 1:' I - r w2 33" WINDOW FRALIE HFIGHT WINDOW WINDOW' MJLU GPAiI) i wt - w2 107 3/" COMBINED WIDTH REV I DE mnlryr A REVISED INSTALLATION DETAILS 8 REVISED ANCI-IORr;C NOTES APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. span (in) 16.13 25.50 36.00 42.00 46.00 52.17 107 3/8" - 1200 120.0 COMBINED WIDTH 120.0 120.0 120.0 37.36 r -,( WI 1r W2 1200 120.0 1200 49.67 1200 109.2 902 854 835 83.4 83" T_ I J WINDOW 59.7 56.3 54.6 FRAME HEIGHT WIN OW y WINDOW MULLION 90.0 680 528 480 440 42.0 SPAN) lu 62.1 45.0 1 331 29.1 1 26.3 1 24.9 It l W l -{ k- F-- W2 -y11073/8. COMBINED WIDTH ' APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. span (in) 16.13 25.50 36.00 42.00 46.00 52.17 25.00 1200 120.0 1200 120.0 120.0 120.0 37.36 120.0 120.0 1200 1200 120.0 1200 49.67 1200 109.2 902 854 835 83.4 62.00 1071 818 648 59.7 56.3 54.6 65.67 1002 762 599 54.8 51.4 498 72.00 90.0 680 528 480 440 42.0 64.00 62.1 45.0 1 331 29.1 1 26.3 1 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL O. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 0:•1•'7/_7 JR SIGNED: 10/17/2017 MI WINDOWS ANDDOORS, LLC0 tR (ILI0WESTMARKET5 GRATZ, PA 17030•GENS._,p O ik84" M-1926 VERTICAL MULLION*• MULLION SPANoCONFIGURATIONSPO4FW& ANO OP CHARTS 0 $TAT i•E`•<OR10; • SiS •' OPAVm. 0w6 Noacv V.L. 08-0144$ B t G\\\ KALE 0"E swEE, NTS I 01/11/12 2 OF 4 R Lomas P.E. LuisisNO.: 62$14FL LROBERFOLOUASPE. 1432 WOOOFORO RD LEWISVILLE. NC 27023 34.666.0609 db a5@8bmaw@ cam F I :.IASONRY/rC,% FETE 61 OTHERS I II I N EI•IBEM EwT EL' U ULTRAI CO.' I TAP F; m,,4F SEC M-1)26 fit— MI.LI'OM1 7 d' r1,F c'ou i VIS 1p iEMBEDMENT WOOD FRAYING/ 2X 61.10. BI OTHERS VERTICAL CROSS SECTION MASONRYACONCRETE AND WOOD FRAMING INSTALLATION REVIS*N! REV DESCR+vTIDe. arE accc•.ED A REVISED INSTALLATION DETAILS Od/07/ 15 a L 8 REVISED ANCHORING NOTES 05/10/17 P L SECT M-1926 MULLION SECT5796 CLIP s 10 SMS ORISELFDRILLING I I SCREW I I: L 1/2' MIN I METAL EDGE DISTANCE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SECT5796 OR M7000022 CLIP>I 1 l I SECT5796 OR uT000022 CLIP r INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS op.wN DWG ND V.L. 08-01445 SCALE NTS DATE 01/11/12 SKET 3 OF 4 L. RMERTO LOADS P E 1432 WOMFORD RD LEWISVILLE, NC 27023 434•666-0609 rftmnas@ bmaSPA-oo. SIGNED: 10/17/2017 R. LO pElVS.•9s+ 0 6 •*= OTS RB Fsjs/ ONALA1ya` Luis RLomos P E FL No.. 62514 I I SECT M_-1926 MULLION ALUMINUM 6063 -TS .125' THICK I 1 I I 3 1 /4" t 1 n MT000022 CLIP 16GA (.063-) GALVANIZED STEEL 3 i/4' 3/Z' —f 1.. , !/s.. 2 x w1/ 4" SECT5796 CLIP \— 2x 0;/4" FOR CONCRETE INSTALLATION ALUMINUM 6063. T5.1250 THICK 3 3/4.. j i - SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063.T5.125 -THICK 2- 2 7/s.. SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063 -TS .125' THICK RCv1S 71.i OESCF P11p•. C E 1 —P7.E7 REVSED INSTALLATION DETAILS 103/07/15 IRL. REVISED ANCHORING NOTES 05/10/17 P L SIGNED: 10/17/2017 4 _ IIt IILIo////, 650 WEST TTETSTREET GRATZ. PA 17030 GENSF. P' SECT M_-1926 MULLION ALUMINUM 6063 -TS .125' THICK I 1 I I 3 1 /4" t 1 n MT000022 CLIP 16GA (.063-) GALVANIZED STEEL 3 i/4' 3/Z' —f 1.. , !/s.. 2 x w1/ 4" SECT5796 CLIP \— 2x 0;/4" FOR CONCRETE INSTALLATION ALUMINUM 6063. T5.1250 THICK 3 3/4.. j i - SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063.T5.125 -THICK 2- 2 7/s.. SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063 -TS .125' THICK RCv1S 71.i OESCF P11p•. C E 1 —P7.E7 REVSED INSTALLATION DETAILS 103/07/15 IRL. REVISED ANCHORING NOTES 05/10/17 P L SIGNED: 10/17/2017 Ml AND DOORS,LLC IIt IILIo////, 650 WEST TTETSTREET GRATZ. PA 17030 GENSF. P' 5 # = M-1926 VERTICAL MULLION 4.. MULLION SPAN 0 COMPONENTS pO,• TAT OF ii'A S 'l0RM" Tawe-. oEv V. LE OS < OEE44$ 8 i i7saNA11`` N1ENTS 01/11/12 4 OF 4 Luis R. Lomas P.E. FL No L ROBERTO LOMAS P.E. 1432 WOOOFORO RD LEWISVILLE. NC 27023 434-6m-0609 db."@*Aa w.ao1„ 62514 Florida Building Code Online Page 1 of 2 RegulationProfessional ramr r SCIS Home I Log In I User Registration I Mol Topics I Submit Surcharge I StaLS 6 Facts I Publications I FBC Staff I SCIS S-te Map I Links I search I 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 9 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Unch, PE Validation Checklist - Hardcopy Received FL16544 R3 COI FLCOI.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code kiI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity l;Yes 0N ON/A https://www.Floridabuilding.org/pr/pr_app_dtl.aspic?param=wGEVXQwtDgvgqu2w%2bn... 3/23/2018 r10 r ApprovalCER. IUSER. Public UserPub Product Approval Menu > Product or Apphcauon Search > Application Los l > Application Detail FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence 9 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Unch, PE Validation Checklist - Hardcopy Received FL16544 R3 COI FLCOI.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code kiI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity l;Yes 0N ON/A https://www.Floridabuilding.org/pr/pr_app_dtl.aspic?param=wGEVXQwtDgvgqu2w%2bn... 3/23/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL16544 R3 COC FL16544-R3-COMP.odf Method 1 Option D 01/12/2018 01/12/2018 01/14/2018 Page 2 of 2 FL # Model, Number or Name Description 16544.1 Alpha Aluminum Solid & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & Aluminum Soffit/ CMU & Wood Wood Limits of Use Installation Instructions Approved for use in HVHZ: No FL16544 R3 11 08-02198A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16544 R3 AE 512914A.odf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes F-7r,e:t Contact Us •: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovnaht 2007.2013 State of Florida.:: Privacy Statement Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a PUbIK-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 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The ernads provided may be used for official communication with the licensee. However email addresses are public record. If you d0 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 4S5, F.S., please clock here . Product Approval Accepts: M® Credit Card Safe https://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvgqu2w%2bn... 3/23/2018 1/2- I l1 I 3/e" 3 23/32" REVISIONS rREV OESCRIPnON APIC APPROVED 32- 1/8.. g REVISED OWENSIONS ANO MATERIAL GRADE I I / 13/14 R L. 9/32" - 0010 1 000 0 0 0 0 0 0_ 000000 00000 000 000 000 000 16 5/8" 9/32" --I 7/8"!-- a 9/32" -{ 7/8" F-- O16" ALUMINUM SOFFIT- SOLID AND VENTED 1 3105 H28 ALUMINUM .012' THICK VENTED VERSION VENTED AREA: 20.25 /&%.!NEAR 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 31.1 PSF NONE WHEN INSTALLED IN 2a• OVERHANG 1/2" TABLE OF CONTENTS SHEET NO DESCRIPTION 1 PROFILES AND NOTES 2 - 3 INSTALLATION DETAILS AND COMPONENTS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER 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. WINO LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105-1-128. 5. FOR ANCHORING INTO WOOD FRAMING OR tic 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 0 FOR MINIMUM EMBEDMENT AND SPACING. 7. ALL FASTENERS TO BE CORROSION RESISTANT. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=042 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER) SIGNED: 12/11/2014 ALPHA0 PREMIER ROW S R! I L0/ xi 9s% ORLANDO. FL 32809 v •*\GENS 16" ALUMINUM SOFFIT*M.-fATEPROFILESANDNOTESOOF DRAM Owc N0. REV V.L. r67 08-02198 A DATENTS 08/05/13 1 OF 3 ITEM NO.: 1 PART NUMBER DESCRIPTION MANUFACTURER MATERIAL LP1SOFFITAHAALUMINUMINC ALUMINUM3105-H28 2I IFCHANNEL IALPHAAWMINUM INC 1AWMINUM 3105-1-128 FRAME BUILDING BY OTHERS I l L SEEDETAILS A.8AND C SHEET 3 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL 3/4" F 1 5/16" 1/2 Q F CHANNEL 3104-H28 ALUMINUM 012' THICK FRAME BUILDING BY OTHERS SEE SEE SEE - DETAIL E DETAILS DETAIL E SHEET 3 L_HEE3D C SHEET 3 16' OVERHANG 16" OVERHANG INSTALLATION DETAIL REVISIONS DESCRIPRON pAIE APPROVED DIMENSIONS AND MATERIAL GRADE 1 II/13/14 1 RL. FRAME BUILDING BY OTHERS EXTERIOR 1X FURRING SEE 1 STRIP SEE DETAILS DETAIL E A. B AND C SHEET 3 SHEET 3 SEE DETAIL 0 SHEET 3 12" MAX O.0 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS DRAWN OWG NO. V.L. 08-02198 VALE NTS I OAIE 08/05/13 S EE12 OF 3 SIGNED: 12/11/2014 5 R111O(///, OENSF9'1' o TAT 6EOF • _ W REv F 'c;ORIC: • Ai SS' ONAj1;vn\ 1 1/4" MIN EMBEDMENT 1 3/4- TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER LOCATED 24" MAX 0 C 3/8" MIN EDGE DISTANCE I I DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS WOOD FRAMING INSTALLATION Wi F CHANNEL AND STAPLES 3/4"XI/4" CROWN STAPLES LOCATED 24" MAX O.C. IN DIAMOND PATTERN 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL 097" DIAMETER LOCATED 24" MAX O.C. I 3/8" MIN 14 EDGE DISTANCE DETAIL C 2 MASONRYYCONCRETE INSTALLATION W/ F CHANNEL AND NAILS 24.OVERHANG BETWE3/ 8" EN STAPLES 3/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN RINISIONS OESCRIPRON WYE I APPMX3 DIMENSIONS AND MATERUL GRADE 11/13/14 1 RL. FASCIA TRIM 1 3/4" TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER 1) PER PANEL I •. MIN 3/4"X1/4" CROWN STAPLE EMBEDMENT 1) PER PANEL I 3/4"XI/4" CROWN STAPLE OR 3/8"X3/8" STAPLE LOCATE (1) AT EACH GROOVE 1 1/4" FASCIA LIP 1 3/4" TRIM PAINTED SS NAIL 3/8" MIN _ _ W/1/e" HEAD DIAMETER EDGE DISTANCE LOCATED 24" MAX O.0 DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE SIGNED: 12/11/2014 ALPHA0 PREMIER ROW R...L ORLANDO, FL 32809 v •GENs Z *• 0 516" ALUMINUM SOFFIT INSTALLATION DETAILS DOS• TATE OF ORIOr G\'\ ppANNONG NO. OB REV A M NTS "'r 08/05/13 SNEE`38OF 3 Florida Building Code Online Page 1 of 2 ProfessionalRegulation r r SCIS Home I Log In I User Registration I Hol Topics I Submit Surcharge I Slats a Facts I Publications I FBC Staff I SCIS Site Map I Links I Search ' dbpra Product Approval USER: Pubbc User Product Approval Menu > Product or Apphcapon Search > Application List > Application Detail FL # FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments John W. Knezevich, PE Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 https://www.foridabuilding.org/pr/pr_app_dti.aspx?parani=wGEVXQwtDgtah 1 g07CSso... 3/23/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 Page 2 of 2 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R12 11 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.1)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R12 AE 2017 09 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R12.Ddf Created by Independent Third Party: Yes Back Neat Contact Us :: 2601 Blair Slone Road, Tallahassee Fl. 32399 Phone: 850-467-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida..: Privacy Statement :. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please click ft=. Product Approval Accepts: lest® Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah 1 gO7CSso... 3/23/2018 QOTRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificote o/Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203)262-9245 Evaluation Report 3532.09.05-1173 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6'h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 3. "_ ':: OF r tC.•. The facsimile seal appearing was authorized by Roben Nieminen, P E on 09/05/7017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD 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. TRINITYJERD 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'" Edition (2017) Florida Building Code and 6'" Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: iniint Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Ccrtifirott ofAuthorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 2 of 12 TRINITYJERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, )M" 30 and 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Arcadia'", Belmont®, Belmont* IR, Carriage House Shangle•, Grand Manor Shangle°, landmark'", Landmark'" IR, Landmark" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate'" and Highland Slate` IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar CrestTM, Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V,,„ = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V.,d = 150 mph (V„„ = 194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7258 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V,,,, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- 3. Exterior Research and Design, LLC. Evaluation Report 3S32.09.05 -R13 CertiJicote o/Authorirotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 13:09/05/2017 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 QOTRINITYIERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. ENGLISH 12" 12" 17' 305 nm) (305 mm) —(305 nn)— i ( _ 1" (25 mm) _ Sealant— 1" (25 mm) 5 5/e" (145 mm) 1 5 r12 •loi Abf*vod A171 T METRIC T 131/8" 131/8" 131/8" 1"(25mm) _ Sealantlant 1"(25mm) 61A.. T Figure 11-3: Usefour nadsfor everyfidl sbingie STEEP SLOPE Use four nails and six spots of asphalt rooling cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. I Rooling Cement Apply 1"(25 nn) spots of asphalt rooting cement under each lab corner. Figure 11-4• Usefour nails and sis spots ofasphalt cmrent on steep slopes CAU`rION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20'", XT'" 25, XT'" 30, XT'" 30 IR: Cut Shingles 251" 1 I" 2.. (50 nm) ,Remove,- rM` 1I f-— _17T Cp lmShingle Figure 11.24. Cut cribs, then lrhn back to make cap sbin#w English dimensions sbown). 5° 12" (305 mm)''' ta3 e 125 Figure 11-25•' lnskWation of -ps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP3" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2037) FBC NON-HVHZ EVALUATION FL5444-R72 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 4 of 22 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for every full shingle loc:aml :is shown below 1' (25 mm)- 141In wu tail L¢r A - Figure 2: USL JLC IIa1L5 firr emery firA sGingfc. QOTRINITYIERD STEEP SLOPE Use SIX mdls and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply acphall roofing cement 1"(25 min) from edge of shingle. asphalt roofing cement meeting ASM 1) 4586 7j,pe II is suggested. Hip & Ridee for Arcadia'": Cedar Crest'", Cedar Crest'" IR Figaro.3: Use six naity andfour spots ojaspikill ro fug cement on steep slo/xs. Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line Y. to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8'_ to L_( 9p5 Into) IY ExP"", — f 1 \P eye Hand -sealing adhesive 4" 114" 3/4" — I— 1" Dab of asphalt cement between shingle layers 1" Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 Cerri/icore oJAuthortrotion #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 13: 09/05/2017 Page 5 of 12 6.6 5%,(t6MM Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. i o Additional fab of mrgwed. UTRINITYIERD Steep Slope (greater than 21:12): 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. 1-(25ma) 6.6.1 Hip & Ridge for Belmont* or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest"' or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle* Ridge Figure I7-18 Sbangle" Ridge. 18' Exposure Remove tape from the right side 1' f 81 and fasten SECOND Fasten the I . left side 85/8/ RIGHT FIRST LEFT Figure 17-19: Installation ojSbaugleO Ridge sbingles on baps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP1'"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05 -R13 Certilicote of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 6 of 12 W0, 00 01.1 M o Additional fab of mrgwed. UTRINITYIERD Steep Slope (greater than 21:12): 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. 1-(25ma) 6.6.1 Hip & Ridge for Belmont* or Belmont® IR: 6.6.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest"' or Cedar Crest" IR hip and ridge shingles. For Belmont* IR, refer to instructions herein for Cedar Crest" IR hip and ridge shingles. 6.6.1.2 Option 2: For Belmont*: Shangle* Ridge Figure I7-18 Sbangle" Ridge. 18' Exposure Remove tape from the right side 1' f 81 and fasten SECOND Fasten the I . left side 85/8/ RIGHT FIRST LEFT Figure 17-19: Installation ojSbaugleO Ridge sbingles on baps and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic* NP1'"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05 -R13 Certilicote of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FLS444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 6 of 12 6.7 TRINITYJERD LOW AND STEEP SLOPE STANDARD SLOPE Use men nails and three spots of asphalt roormg cement for every Use fi'e nails for c11 ry full Shingle. full Grand Manor Shangle. Use five nails and three spots of asphalt ruoling cement for every full Carriage (louse Shingle and Centennial Slate. Apply asphah roofing cement 1' (25 mm) from edge of shingle Figure 17.5). Asphalt roofing cemtml me ling ASTM D4586 71pe 11 1" 1' is suggested. L F–(25mm) 25.) 5/6j j a .. 16 mm) 220mm) t" t" 25 mm) (25 mm) N7guro 17.4• Useflte nails for errryfuU Grand hianor SbangO, 5 6 swal Carrkrge l/nrtse Sbangle, or Centennial Slap 16 MM2 (710 mm) figure 17-5: When irutaAing Grand Alonur.5boiW es on stere slope one seven nails and !brio spots ofaspbaft roofing mtnent. 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 12" 305 mm) --r 375 mm)—l—(305 mm)–{ artswaaatfr eroranmaorswerrarna I--1" (25 mm) Release Tape 1" (25 mm)—I f NailableT Area LANDMARK TL NorthGate: 131/1' 13" 131/2" 1--(343 mm) --(330 mm)—I—(343 mm)—j 1"(25 mm) 1"(25mm)—I rA rA M Figur 13.4. Cse four nails for ere,)—fill sbin#i: wim MING 1r 14,V4* 1T AW I (305 mm) (375 mm) — — (306 mm) -I Naiing Lirnts r~ f 1• (25 mm) Upper rel Ire r (25 mm)— f ower nal ine Nalfng areas for low and standard slopes (from 2:12 to 21:12) Nal between upper b lunar Ines as shown above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorirotion #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 7 of 22 STEEP SLOPE Use six nails and four spots of asphall roofing cement for every, full Laminated shingle. See below. Asphalt roofing cement should meet ASTb1 D4586 Tjpe 11. Apply I- spots of asphalt roofing cement unde each corner and at about 12' to 13" in from each edge. METRIC DIMENSIONS 12" 143/4" —12" 305 mm) (375 mm) (305 mm) rerwrancros wrrrosrr Ir-) ( 25 mm) Rdease Tape 1"(25 mm) --J •- Nail Area For Sleep I"- lImo- I.. 25 mm) -9 - - - - (25 mm; Roolino Cemenl V TRINITYJERD LANDMARK TL r131/2" 13" 131/2" 343 mm) (330 mm) (343 mm) 1125 mm) 1"(25mm)- J I I 25 mm) f --- Rooting Cement Figure 13-5: Use six nabs auifbur spots of asplxdt roofing cement on steep slopes NorthGate: STEEP 121 14-3/4• 12• SLOPE 1—(305 mm)— — (375 min)--- X305 m NAILING NailinggN milsAREAi — 1•(25 mm) betweeltw%.1'(25 mm) Ines rr 1" 25 mm) Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nag fines as shown above. 6.8.1 Hip & Ridge for Landmark'", landmark"m IR. Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option is Shadow Ridge'" or NothGate Accessory 12' 97A1 305mm) 415ryg250mm) 415/1 6' (125mm) I (125mm) 150mm) (150 in) Notch for Notch for Centering Centering 14 i 131/4' i n5mm) Nolches for Alignment to ( 337mm) Notches for Alignment to 7D/8' Lthe Top Edge of the Previous (1tsOmm) the Top Edge of the Previous (196mm) Captor Y (125—) Exposure L— Captor55f8'(141mm) Exposure English Dimension Metric Dimension Shadow Ridge" Shadow Ridge'" Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R32 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 23:09/05/2017 Page 8 of 12 VTRINITYIERD 927/37 250 mm) 4 1"6'(125 inm) 13 1/8" 333 mm I CentedIN Notch *-6 5/e`-{" S8' -I 168 mm II 168 mm I 13 1 /4' 1 337 mm) Align these Centering notches to top 7 rte. 131/4' Notch edge of (194 nun) (337 mm) AI thesepreviouscourse 7 sr8• notches to top (1 94 mm) edge of previous course. NorthGate Ridge NorthGate Accessory Laying Notch I 5.(t25mm) I I I I/ xpo-°r Figure 13.20. Use laying notches to center shinglea on hips and ridges, and to locate The correct arposnre. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPY"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Cerfif,cote of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 13: 09/05/2017 Page 9 of 12 6.9 LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nolhn i 40' •+( Guido lines (1016 mm) 51/4' — 133 mm) 14 1/4' l 1l2' 38 MM) (362mm) NOTE: Apply nails on painted guideline. F" 16-6. F,atktning FhesidmW1 and Presidenlial TL Sbake sbingles on low and standard slopes. TRINITYJERD STEEP SLOPE: For steep slopes, use Noe nails for each full Presidential shingle and apply T' diameter spots of asphalt roofing cement under each shingle lab. After applying 5 nalls in between the nailing guide lines, apply 4 nails T above tab cutouts making certain tabs of overl)1ng shingle cover nails 1 1' diameter asphalt tooling cement Flgare 16-7.• Faslosing Presidential and Pmsidenllai T11 Slake sbingku on skaep slopes. 6.9.1 Hip & Ridge for Presidential Shake'". Presidential Shake'" IR, Presidential Shake TL'". Presidential SolarisTM: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- leners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12% Portland, OR produces 97/8' x 131/4' accessory 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'` adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 LOW, STANDARD AND STLEP SLOPE: 25mm)L ---- — _ — , 9 348" I.. 1 1 1 I.. llgum !S• t.• FoArviaa 114nmos.011 girt oN MfVp.%ir4t For steep slopes, ase rive nails and eight spas of asphah roormg rigour 13.1p renenind nntlems SAlneles on Cement for exh lag Ilateras shingle as Am) above. Apply I' Lou, asd Siandord.Vavi (L5mm) distracter slots of maGag cement (ANIM n 4586 7)pe hl For low and standard slopes, use live nails for each full suggested) under each tab corner. Paas shingle loco place do not Ihdteras shlnee:V surae abwt. ecpose cement. CAImON: Too mucs rooting cemem can come shingle to blister. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9S03 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15.14: 18 three piece units separate to make 54 Hatteras Accessory sbingles. 6.10.1.2 Option 2: Cut Hatteras Shingles r 9r.-- 230 mm) I I I 181r (460 go 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle l2 Figaro 15-2& Cut Hatteras sbinglm to mate cover cap, Figure 15-21: InstaAation of caps along bips and rldRa 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico WIT"" adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 P1 1 HIGHLAND SLAtTE'", HIGHLAND SL -ATE'" IR•: LOW AND STANDARD SLOPE: STEEP SLOPE: Figure 11-3.- Use FIVE nalli for rnmo)• Higbiand Slak sbingla Use FIVR rolls and RIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Wand -Dade, SIX naUs are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner. Asphalt roofing cement meetlng ASTM D4586 Type 11 is suggested. Qar. o 11 r.. tao..l 1 r r Ormm) OS N 37 SRrWthroroi , t• :' ind,Mo aN,anyr W&A a Own Rooting Cdrrora Figure 11-3A: Use FIVE naps and eigbl ,pols ofa%Wi roofing tamest underem:b labcnmw. WITION: Excessive use of roofing cement can cause shingles to busier. 6.11.1 Hip & Ridge for Highland Slate'". Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9S03 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 12 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nail~ for every full shingle Iocaned as shoui) below. S`ahnt nss•) IN 13'W 134ff M M4 Mr -14 Mari TRINITYJERD STEEP SLOPE Use Folin nails and four spxs,d asphall ux,Gng cvmcul for every full shingle as shown IwIo%v. %.sph:dl rwring cement puming.01%) 114586 ljpc II is suggeaed. Apply 1'(25 mm) slots of asph:dl rwring cemenI :L; shown. CAUTION: lixce..sive use of roofing einem can tatuse shinglts to blister. Ir a,i , 6e rtSl 0S6n.nt t. T 0t,no crmnnt- oemu -I- tma -}- (XBM4 1 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-RIZ CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 12 of 12 Florida Building Code Online Page 1 of 2 ProfessionalRegulation rg SCIS Nome I Log In I User Registration I Not Topic Suborn Surcharge I Slats 6 Facts E Publications I FSC Staff I SCIS site Map I Links I Search Honda Product Approval USER: Ppbkt USlr L Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216-R3 Revision 2017 Approved 07 InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nleminen PE -59166 Intertek Testing Services NA, Inc. - QA Entity 09/30/2019 John W. Knezevich, PE G Validation Checklist - Hardcopy Received FL15216 R3 COI 2017 01 COI Nleminen.odf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgv"yVV KJL1 Q... 3/23/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL tt I Model, Number or Name Description 15216.1 1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Page 2 of 2 Installation Instructions FL15216 R3 11 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.Ddf Verified By: Robert Nieminen PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL15216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.Ddf Created by Independent Third Party: Yes Bad Next Contact Us :. 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The state of Florida is an WEED employer. Coovncht 2007.2013 Slate of Florida.: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mad 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 road If you have any questions, please contact 850.487.1395. -Pursuant to Semon 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The emads provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please click Dere . ProduApproval Accepts: 711RNA 03 Credit Card Sate https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwlDgv3yVVKJ% 1 Q... 3/23/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, I.I.C. CerG/rcote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 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: 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: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P E. on 10/10/2017 This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD 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. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 REFERENCES: iniLlIf Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST3509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TST5878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42 -inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 5.2 5.3 5.4 III 5.6 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: T A,B LE 1: ROOF COV R OPTIONS Underlayment Asphalt ShinglesNail-On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 a Ye r11 Ye No Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30 -days after installation. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R3 Certrficote oJAuthorirotion #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FLIS216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 VTRINITYIERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single 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, I.I.C. Evaluation Report 140510.02.12-R3 Certificate oJAuthorizotion+#9503 6'" EDITION 12017) FBC NON-HVHZ EVALUATION FLIS216-R3 RhinoRoof Underlayments Revision 3:10/10/2017 Page 3 of 3 Florida Building Code Online Page 1 of 2 RegulationProfessional aCIS Home I Log In I user Registration i Hol Topics Submit Surcharge I Stats L Facts ( Publications I FSC Stan I SCIS Site Map I Links I Search Florida r ®' Product Approval IUSER: Public User L r s Product Approval Menu > Product or Application Search > Application List > Application Detall FL # FL19567-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mmi2000.net Authorized Signature James Buckner Jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mm12000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 17 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE -31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Unch, PE r Validation Checklist - Hardcopy Received Certificate of Independence FL19567 R1 COl COI CertOf lndep James Suckner.P.E. sc6.p4f Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 https://www. floridabu i Id i ng.org/pr/pr_app_dtl.aspx?parai-n=wG L VXQwt DgsD/o2 fiiiG FoyT... 3/23/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 12/17/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 10' nominal lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 11 01 17 -196 -MMI ORV-ER6-.Pdf Approved for use outside HVHZ: 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 RI AE 01 17 -196 -MMI ORV-ER6-.Ddf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 19567.2 MMI Off Ridge Vent & Attached Steel or Aluminum off ridge vent & Permanent Baffle Permanent Baffle Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 RI II 02 17-196-MMI-VPB-ER6.0f Approved for use outside HVHZ: 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 02 17-196-MMI-VPB-ER6.Ddf 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 HVHZ: No FL19567 R1 11 03 17-196-MMI-OB-ER6.odf Approved for use outside HVHZ: 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.Ddf 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 HVHZ: No FL19567 RI II 04 17-195-MMI-Retro-ER6.Ddf Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/ -70 Evaluation Reports Other: FL19567 RI AE 04 17-195-MMI-Retro-ER6.0f Created by Independent Third Party: Yes Back Ne t Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Flonda is an AA/EEO employer. Coovnohl 2007.2013 Stale of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released in response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address of they have one. The emads provided may be used for official Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine ,f you are a licensee under Chapter 455, F.S., please clock here . Product Approval Accepts: C -E NO E Credit Card Safe https://www.floridabui Iding.org/pr/pr_app_dti.aspx?param=wGEVXQwlDgsD/o2fmGFoyT... 3/23/2018 CBUCK Engineering SpPCldlry Structural Enc;)I IPPrInQ CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report Retro Baffle For Millennium Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.4 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: 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 Roofing Accessories that are an Integral Part of the Roof System Retro Baffle Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61GIS-23. L 1sv''', No 31242 jjj T' STATE OF 10 NA 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 #: FL 19567.4 R1 Date: 12/15/17 CBUCK Engineering Papert No.: 2 - 66- MMI-Retro-ER6 SppctalFy Structural EnQInPPrinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. Retro Baffle Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Steel or aluminum baffle accessory to MMI Off Ridge Vent for shingle roofs Description: mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Baffle 2. Fasteners Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 19567.4 R1 Date: 12/15/17 CBUCK Engineering Page No.: 3 17-19 66- MMI-Retro-ER6 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 q: QUA 1824). FL #: FL 19567.4 R1 Date: 12/15/17 CBUCK Engineering PageReportNo.: 4 17-19 66- MMI-Retro-ER6 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Structural Baffle: Retro Model Components/Materials Material Tyne 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Tyne 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 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: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: #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 #t: FL 19567.4 R1 Date: 12/15/17 CBUCK Engineering Page No.: 5 17-19 66- MMI-Retro-ER6 Specialty Structural Engineering Installation: Structural Installation Method: Refer to drawings on Page 6 of this report.) CBUCK, Inc. Certificote of Authorizotion #8064 Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position baffle flange on top of the vent front flange (see Detail on page 6). Attach baffle flange through vent flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization ##TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee ## 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 19567.4 R1 p Date: 12/15/17 CBUCK Engineering Pagert No.: 6 17-19 66- MMI-Retro-ER6 Sppctdlty Structural 6=ng1nL=L=rinQ CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Retro Baffle Steel orAlun inui Profile Drawings Side View (Not To Scale) MN9 Off Rclge Vent Steel orAlun inum) r Rywood Deck i Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 n in. V\bod Screws Attadvnent Spaang: 9' o.c. Max. Plenetration thru deck: 3115' Nin. Typical Cross Section View (Not To Scale) Florida Building Code Online Page 1 of 2 II Professional RegulationI ra r SCIS Home I Log In I User Registration i Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIs Site Map I Links I Search flolida r ®Product Approval USER' Public User Product Approval Menu > Product or Aopbcabon Search > Application Los l > Application Detail FL # FL1999-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ITW Building Components Group Inc. Address/Phone/Email 13825 West Business Center Dr Unit A Lake Forest, IL 60045 847)918-6473 Ext 4750 slewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpineitw.com Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ]CC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE Rj Validation Checklist - Hardcopy Received Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M Ran ieri. odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pal•am=wGEVXQwtDgvKboNOeIVM... 3/23/2018 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 09/07/2017 Date Validated 09/19/2017 Date Pending FBC Approval Date Approved 09/21/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE E5R-1I18.Ddf 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions.Ddf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE ESR-1118.Ddf 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FL1999 R6 AE ESR-1118.Ddf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions.udf Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE ESR-1118.odf Back Nett Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-IB24 The Slate of Florida is an AA/EEO employer. Cooynoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mailaddress 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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one The emads provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S , please click MM. Product Approval Accepts: KEi Credit Card Sate https://www.(]oridabui Iding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOeIV M... 3/23/2018 INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, including reference to the TPI 1 standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI 1 standard require a truss design drawing specifying relevant parameters for the trusses in which these truss plate products are permitted to be used, including details on the truss plates (size, positioning, embedment, an d limitations thereon). All uses of these truss plate products require such a truss design drawing, fabrication of the truss in accordance with the TPI 1 standard, and application of the truss within a structure in accordance with the Florida Building Code. Trusses are assembled using these truss plates pressed into the wood within the tolerances provided by TPI's Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of TPI 1. Florida Building Code Online Page 1 of 2 11 RegulationBusiness & Professional rr rr SCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I slats S Facts I Publications I FSC staff I acts site Map I Links search fWoll(la aour100111h, product Approval pe e USER. Public User pem 0101 Product Approval Menu > Protluct or Aookcation search > Application List > Application Detail FL * FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727) 458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL14239 R4 COI Indep.odf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Eauly Eauiv.odf Method 1 Option D Year 2000 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJ ErtOSCei... 3/23/2018 Florida Building Code Online Date Submitted 08/09/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products Page 2 of 2 FL it Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R4 II Dwo.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.Ddf system. The required site-specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Back Neat Contact Us •: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Coovnaht 2007.2013 State of Florida..: Privacy Statement : • Accessibility Statement : • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F S , please clock b=e . Prod(uct Ajpproval Accepts: ct)®® Credit Card Safe https://www.floridabuiIdiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 3/23/2018 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, M. FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN SEE SHEETS 4-5 FOR DESIGN SCHEDULE.) MECHANICAL UNIT CRITERIA• TCONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vtdt-170 MPH, EXPOSURE'S' 48' TALL -4r DEEP . 46' WIDE, 100 LA (WEIGHT AS VERIUED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)•2' CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE - PROCEDURE STEP RESULT 1 75LB MIN WEIGHT, 2 (DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VLdt-170 MPH, EXPOSURE'S'. THIS DESIGN MECHANICAL UNIT 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 46'.48'-16FTY H PER SEPARATE 1 MAXIMUM VNR HEIGHT RESTRICTION NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO 8E INSTALLED ON TOPICNECK CERTIFICATION, TYP. I CENTER OF GRAVITY CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30- IN NEIGH I UNIT WIDTH IS 48' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' ASSUMED TO ACT AT THE THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FF I SEE I') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE GEOMETRIC CENTER OF THE oSEE DESIGNMECHANICALUNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, W x i TCEGRRAAVm SCHEDULE FOR H MAXIMUM SURFACE NO IRREGULAR SHAPES x AREA AND DESIGN vt PRESSURE, TYP. I W i w I STEEL TIE -DOWN CUPS. Hn IvFORI1,2 SEE OETAIL (/3112/3CUPINFORMATION, 3 TYP. t T MAX 3' MAX TT'P. 77GCC TW. HOST STRUCTURE DESIGN BY OTHERS SEE DESIGN,/ SCHEDULES FOR ALLOWABLE SUBSTRATES I g ALO EO I 3' MAX d 3TMP TYP. TLLV' MECHANICAL UNIT 1 TIE—DOWN ISOMETRIC I TYPE OF CUP AND NUMBER OF CLIPS 1 I' - I'-0' ISOMETRIC PER CORNER WILL VAIN PER TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, M. FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN SEE SHEETS 4-5 FOR DESIGN SCHEDULE.) MECHANICAL UNIT CRITERIA• TCONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vtdt-170 MPH, EXPOSURE'S' 48' TALL -4r DEEP . 46' WIDE, 100 LA (WEIGHT AS VERIUED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)•2' CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE - PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 (DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VLdt-170 MPH, EXPOSURE'S'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 46'.48'-16FTY THIS UNIT HEIGHT OF A6' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48'. 1 MAXIMUM VNR HEIGHT RESTRICTION NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO 8E INSTALLED ON TOPICNECK OP AN A/C STAND THAT IS A HAKFHUN 30- TALL IF AN A/C STAND LS HFRLQED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30- IN NEIGH S CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' 6 DETERMINE THE ALLOWA6LE ROOFTOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FF SEE I') ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE 4s, DESIGN NOTES: = a THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLOWOA BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE NIGH VELOCJII' HURRICANE ZONE AS INDICATED In THE ACCOMPANYING DESIGN SCHEDULES. THE OESI%4 CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FEC SECTION 1609.6 FOR HON-HVHZ AND SECTION 1620.6 FOR HVHZ B ASCE 7 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (Gr,". 1.90 WITHIN THE KVMZ 6 OUTSIDE THE HVMZ. (GCH-1.S FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN AC ANCE WITH ASCE 7.10 CHAPTERS 26 6 29. THE HEIGHTS OSTEO IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE WILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS *TEL 01970387A *TEL 019703878 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBST"ILMONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. 3. MAXIMUM B MINIMUM 004ENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, EIC) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR 4. FASTENERS TO SE *12 X V.' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE TAPOONS REFERRED TO HEREIN SMALL BE ITN BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. S. ALL STEEL CIPS SMALL BE ASTM A283 STEEL (GRADE O) WITH FV -33 KSI OR BETTER ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATEO COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 6 ALL CONCRETE SPECIFIEO HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUMRAL CONCRETE A' MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOAD$ SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.ELCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SUE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. It WATER•TICiNTNE55 OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATERTIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12 FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VHAt WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26 7.3 OF ASCE 7.10. L) J 0 8 6•-1 Z N 2 IV t z N W O J Z N 1•-1 cd E G Ia 15-2378 R ce If 0 g i z 1• CLIPS 3' MAX 3' M TYP 0111 c1 CONNECTION TYPE Cl L' CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT to 1 rL WN I OuJW I ~ T\ TVP. 1' CUPS 3• MAX TYP. 3' MAX BVI ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 0.125- MIN. 1)-S/16'0 CARBON STEEL THICK,6061-T6 FTW SUILDEX TAPCON, CONCRETE: 2Y' FULL EMBED TO 4- THICK NIM, CONCRETE, 316' MIN. 3000 PSI MIN.) EDGE DISTANCE, 3%" MIN. 0.125 MIN. SPACING TO ANY THICK, 32 KSI ADJACENT ANCHOR. AALUMINUM; l)-114 SAE GRADES U MIN. SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL:(1)-414 SAE GRAM5 0.125' WN. SMEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (S) MIN. STEEL) PITCHES MIN. MST THREAD PLANE 2" CLIPS SUBSTRATE OENRIPLNU 0.125- MIN. 1)-S/16.0 CARBITW THICK,6061-T6 SUILDEX T CONCRETE: 2Y.' FULL EMBED TO •, 4- THICK MIN, CONCRETE, 31(1' MIN ' 3000 SI MW.) EDGE DISTANCE, 3Y' MIN. 0.125 MIN. SPACING TO ANY THICK, 32 KSI ADJACENT ANCHOR. ALUMINUM. 2)•014 SAE GRADE S 0.125- MIN. SHEET METAL SCREWS TO THICK,6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN PAST THREAD PLANE STEEL: 2)-• l4 SAE GRADE S 0.125 MIN. SHEET METAL SCREWS TO THICK, 32 KSI STEEL, PROVIDE (5) NIM. STEEL) PITCHES MIN. PAST THREAD PLANE I. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3, SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECKANICAL UNIT. C2 CONNECTION TYPE C2 I- CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER UNR EWA :)oW EFI E wv 2- X2 I W 3' MAIC 2- CUPS 3. MAX TYP. TYP. 1 I 3• MAX TA ' Ile lrwylp UNIT WIDTH 6' MAX 6' MAX CUP OFFSET CUP OFFSET T -CUP PAIR SPACING -; I 3" TYP MECHANICAL t--T-CUP-CUP UNIT PER SPACING SEPARATE j CERTIFICATION 2' CUPS 3' MAX UTILIZE (4) CUPS EA SIDE TYP. OF UNIT FOR A TOTAL OF B) PER UNIT 3' MAX l ' MAX TYP• TYP. CONNECTION TYPE C3 5 ALTERNATE (8) CLIP DETAILc3nCONNECTIONTYPEC4 2' CUPS •UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER 2- CUPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (B) PER UNR 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTIUZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT. 15-2378 0 W. HUNK l IENNA00, P.E. P PE00KSH FOR ANY CUPLONGER10' 0.19• UTILIZE (5)•112 SAE MECHANI063CAL UNIT BY OTHERS. ALUMINUM TYP.: SF N 731 /•7 P. GRADE 5 SHEET HOUSING UNITS SMALL BE 6.76 MIN. .•' `tCENI y METAL SCREWS, TYP. ALUMINUM SHEET WITH Fty.30 K51, 0.125• 4CMIN. THICKNESS, STEEL HOUSING UNfTS (3)•i• l2 SAE GRADES SHEET k Ma PE004654 S 0.068' THICK SHALL BE ASTM A653 F"33KS1 MIN. METAL SCREWS FOR CUPS UP TO - ASTM A283 O o STEEL, GRADE 33, 22GA MIN. (t.0.02"-). S• LONG. UTILIZE (5)•112 SHEET = clSTEEL. TYP. Q 7 // ,"/, METAL SCREWS FOR CUPS _ o r u LONGER THAN 5'. PROVIDE (5) •" r K 8 Oo l7 ,%/j.. STATE OF - WPI S,n I(' JI o / PITCHES MIN. PAST THREAD PLANE t77)•1l2 SAE GRADES •T a ? 0 0,068• THICK ASTM ' %' FOR EACH SMS, TYP. ' iO' ..!` CORtO?•' j LL N = 9 SHEET METAL SCREWS t, < o ' ' ' _ FOR CUPS VP TO S' (A o A283 STEEL CUP, TYP. j„ /. ANCHOR PER Al- ' IA LONG. UTILIZE (S)•/l2 jVjJ( i 00 BASE OF UNIT SHALL fi.%i ANCHOR ,1 NAI \ W W SHEET METAL SCREWS O BE FLUSH WITH BASE /' SCHEOVIE > < FOR CLIPS LONGER I I ! % 3/8• (94 L Wm U' OF CUP, NO SPACE i• '. sa z tPERMITTED, TyP. i% z n W pTHANS•, TYP. y•O HOLE, WIN U •'••,• i,: ': WW o.°_Wt+ ANCHOR FROM I• O / SUBSTRATE PERv W $ZCUPANCHOR // ! ANCHOR Ip 3 LL 4! 0.75' SCHEDULE, TYP./ / '. '• '•SCHEOULE 016E 18 o W tl1 0 (OTHER J •' i (VARIES) (yfly// , y O DIMENSIONS 0.375• 0 - • SIMILAR) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 1 1" CLIP ISOMETRIC DETAIL 3 3•.I-o• DETAIL Z 3 N. T.S. ISOMETRIC CUP IS DESIGNED FOR FULL '~ CONTACT WITH THE BASE OF EACH J MECHANICAL UN, TYP. z^ gzbe 0= G 0. 12ro Q eOcG II m F GI s MECHANICAL UNIT BY OTHERS. ALUMINUM Z HOUSING UNITS SHALL BE 6063•T6 MIN. W e E : vALUMINUMSHEETWITHFty-30 KSI, 0.125' ( 3)-112 SAE GRADE S SHEET ' z R MIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS F00. CUPS I• z r O0.072' OR0 SMALL BE ASTM A653 We33KS1 MIN. R 0.113• THICK STEEL, GRADE 33, 22GA MIN. (t•0.0299'). LONG. UTILIZE (1)-112 SHEET I.4 ASTM A283 o / METAL SCREWS FOR CUPS fl W STEEL, TYP. (3)-112 SAE GRADE 5 , LONGER THAN C. PROVIDE (5) _ SHEET METAL SCREW s PITCHES MIN. PAST THREAD PLANE v FOR CUPS 1• LANG. 0.072. OR 0.113• / / FOR EACH SMS, TYP. m UTILIZE (1)-112 SHEET THICK ASTM A283 % i • /• i METAL SCREWS FOR STEEL CUP, TYP. ( t) OR (2)ANCHORSCUPSLONGERTHAN1•, BASE OF UNIT SMALL 3/B - fTYP. BE FLUSH WITH BASE /.; . PER ANCHOR = a tl OF CUP, NO SPACE i• SCHEDULE PERMITTED, nP. •% 7/ :. a p al . i7 ddd Y.•O HOLES, NOT TO g BE USED FOR/ I' . SUBSTRATE PER g ul 3 ANCHORS, TYP. i .' \. G O SCHEDULE( VARIES) 4 99 37S•/ l • ifs 0.75• 00• 2" TIE -DOWN CLIP 0.50• Aa NCHOR DETAILa 0.50• 1•-0• DETAIL 07N00FR"L@Dft=P[ CUP IS DESIGNED FOR FULL vnuz (1) OR Y.•0 MOLES; ' ESQ, . 0 / / CONTACT WITH THE BASE OF EACH 15-2378 UTILIZE (1) OR (2) ANCHORS MECHANICAL UNR, TYP. ITAALPI NTS FROM 2• CUP ANCHOR / PAGE 095m a", SCHEDULE. M. 0.50' 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC Q BENNAKpO, P.E 111• 1, OPEO04 cc L, TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D NoPE00/6519 V7 FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCTIV HURRICANE ZONE-) - OQNwpSTATEOF0,(\ '•. IALLOWABLEROOF-TOP HEIGHT (HI TIE-DOWN CONFIGURATION TYPE I ALLOWABLE ROOFTOP HEIGHT (H) TIE-DOWN CONFIGURATION TYPE emirs •'F(P• iiiFn Wj J MAXIMUM I S/ONA1. fr T A NLL „ 1 SURFACE AREA Of UNIT UNIT I MAXIMUM SURFACE AREA OF I vl LLN WClC2C3CI UNIT'FAIARGESI HEIGHT WIDTH UNIT UNIT C1 C2 O CIUNITSLARGESTHEIGHTWIDTHII 11111\'`1 5 Vui € I I 1 i 1 FACE faQ y2 IWmU 6 FP 21' MAX 12' MIN N/A_ H FT AT GRADE M 6 FT' 21' N/A 1J e 1JQ gg u _ gANpQi$ S 100 S 200 FT 9 FT' W MAI( MIN N/A MAXI 12' MIN I HSIO FT AT GRADE NS200 FT ZX y W WI _15• H S IS FT AT GRADE N S 200 FT LFT' I ATGRAOE__ H5200FT H1200FF I H5200FT 9 FT' 32' MAX 15' MIN N/A ) AT GRADE N/A H S 200 FT LFT\ AT GRADE I H5200FT HSl6oFi I H520pR W ., _ 8; aLLI U 6 FT' N/A H S 200 FT H S 30 FT I H S 2O0 R 6 FT' N/A I H S ZO0 FT AT GRADE M 5 200 FT ICA w A Q W 9 fT1_ IB' MAX 2/' MIN N/A _ H 510 FF AT GRADE IHS 200 FT 1 9 fT 48' MAX21' MIN N/A H 515 FT AT GRADE H S 200 FT W 'P O 12 FTI I N/A _ AT GRADE N/A ; N 5 200 FT 12 FTS N/A I AT GRADE N/A N 5 IIOFT 16 FF1 N/A _ AT GRADE N/A I H 5 60 FT 16 FTS N/A I N/A N/A -Ni 15 FT 20 R' N/A AT GRADE N/A I H 5 60 FT 20 FT' N/A N/A N/A H S 30 FT a 25 R' N/A N/A N/A H S 15 FT MAX IB' MIN 2S FT' N/A I N/A N/A AT GRADE V A 60' 30 FT' N/A N/A N/A I AT GRADE 60' MAX /B' MIN 30 FT' N/A I N/A N/A AT GRADE 36 R' N/A N/A N/A 1 AT GRADE 36 iT' N/A I N/A N/A I N/A IZ. 4 THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD ANO THIS TABLE I$ PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND j MIAMI•DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY MIAMI.OADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY I ^ OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. Q 0 rr2- 1= wa O P WW, p,[ Z € v tcr. 0 Z n OW € TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE U Z ' ^ o FOR USE MTN A RISK CATEGORY 11 STRUCTURE-) FOR USE WITH A RISK CATEGORY II STRUCTURE-1 T"1 E a W ALLOWABLE INSTALLATION ROOF HEIGHT AVOWABLE INSTALLATION ROOF HEIGHT mTIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE 1 MAXIMUM I MAXIMUM SURFACE AREA OF UNIT ' UNIT C1 C2 C3 C/ SURFACE AREAOF UNIT UNIT Cl C2 C3 U k AIUNIT'S LARGEST HEIGHT WIDTH I UNITS LARGEST HEIGHT WIDTH FACE FACE 6 h' ! 241n j 12 In N/A S140 FT AT GRADE 1 5 200 FT 6 h' 21 in I 12 In I N/A > 60 FT I AT GRADE 9 h' 32 In I 1S In N/A H S 15 F1 4T GRADf 5 200 FT I 9 h' 32 b I 151n I N/A AT GRADE 1 N/A I S 200 FT I Ff I Ih' AT GRADE S200FT N/A I S200FI i Ih'AT GRADE 58200I 5200 FT 1 5200 IFF p y 1 Gift, AT GRADE S 200 FT H S /0 FF I S 200 FI I 6 fitI I N/A 1200 FF M S IS FTIS 5 200 FT 9 h' IB' MAX 21' MIN N/A a 60 FT I AT GRADE ' S 200 FT 9 h' IB' MAX 2l' MIN N/A H S 1S FT AT 5 200 FF 5 12 M N/A AT GRADEN/A 5 200 FT I 12 M I N/A AT GRADE I N/A 5 200 FT 77I6h' N/A AT GRADE N/A I 5 $0 FT 16 h' I I N/A N/A I N/A 1 H 510 FT { Ii 1 20 h' AT GRADE I N/A _ _ _I S 101) FF 20 h' N/A ) AT GRADE I N/A N S 10 FT - 362125h'N/A N/A I N/A I H 5 30 FF 25 FN 1 N/A N/A N/A 1 AT GRADE I 1 30 h, 60' MAL( /B' MIN - N/A N/A I N/A AT GRADE h' 60' MAX 18' MIN I N/A N/A N/A AT GRADE 07111011TAVIIL! PE 36 h' _ _ _ _ L_ _ N/A N/A N/A AT GRADE 36 h' N/A N/A N/A AT GRADE 15-2378 AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AS AN EXAMPLE, THIS TABLE I$ PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WRAP LOCAL fGIL' H f f B p[3f117P7IOM1 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 1 rs f KL IENNAR00, PE. 1 4T GRADE N/A H S 30 R 7'.i go 1i • I:o IIEG 1654, Y A TABLE S : Vult=140 MPH, EXPOSURE B TABLE 6 : Vult=140 MPH, EXPOSURE C row S« FOR USE WITH A RISK CATEGORY 11 STRUCTURE) FOR USE WITH A RISK CATEGORY 11 STRUCTURE) S_ 21`(•/ 01 8 ^ aNp s I AVOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE 11 1 . ri 6btu C MAXIMUM SURFACE AREA OF UNIT UNITI MAXIMUM SURFACE UNIT UNIT fZ f411 QV Uel< W1 ii S mZXIClIC2C3C/ Cl Q C3 CI it OJUNIT'S LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH W W 0;; W FACE 6h' 21 in 121n I H515FT 52008 52008 52008 FACE 6h' 211n 121n AT GRADE 52008 S80R 52008 v" W E{ = Ind 9h' 321n 15In ATGRADE i 52008 60R 52008 9h' 32 in ISN N/A 31808 HS1SR 12008 41 I h' 200 R 5 200 8 t s 200 R 5 200 R Ih' S80R 52008 52008 52008 w 6h' _ HSIOR _ 52008 52008 32008 6h' AT GRADE 52008 32008 52008 A 9 h' IB' MAX 21' MIN AT GRADE I 5 200 R S l20 R s 200 R 9h' 49' MAX 21'MIN AT GRADE 52008 HSIOR 52008 F2 ft' i ATGRADE—__--_52008_ 52008 l2M N/A S100R ATGRADE S200R U 16 h' I 11/A 5808 HS ISR S200R 16 h' N/A H S 15 R AT GRADE S 200 R 20 h' N/A s too R H S 15 R 5 200 R 20 k' N/A HS30R AT GRADE 12008 1Z. 1 1 J25 h' 60•MAX 18'MIN -- N/A - I N/A HS/OR Hs10R AT GRADE 32008 25 h> 60' MAX N/A ID' MIN , AT GRADE AT GRADE S 200 8 j 30 fe _ _ 36 h' N/A - H S IS_R AT GRADE AT GRADE AT GRADE S 200 R 5 120 8 30 h' 36II 1 N/A I N/A AT GRADE N/A S 80 R Q gz MOda c t; i z m Lu r R D I.r of E a a z W TABLE 7 : Vult=140 MPH, EXPOSURE 0 m t FOR USE WITH A RISK CATEGORY 11 STRUCTURE) ALLOWABLE INSTALLATION ROOF HEIGHT a7 ary 0 TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT HEIGHT UNIT WIDTH Cl R C3 G howUNITSLARGEST FACE I 6h' I 21 In 12 In I N/A 52008 Hz308 52008 9 h I 32 In 1S In I N/A s 100 R AT GRADE S 200 R IfN Hs10R 52008 s2aoR s2aoR h 6h' AT GRADE 52008 S200R 52008 I 9 h' j IB' MAX 21' MIN N/A S 200 R N S 15 R S 200 R 111111212h> I NM Ns10R Ai GRADE 52008 16IL' 20 h> I N/A N/A AT GRADE AT GRADE N/A AT GRADE S 200 R z 200 R 11 mHE0111lNIIL lliNNODIE 15-23782SMN/A AT GRADE N/A S lI0 8 h, 60' MAX 16' MIN N/A N/A N/A N 140 R KALI: MT$ PAI! MOCRIPTION• 36It' N/A N/A N/A AT GRADE r5 AS AN EXAMPLE. THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 01Q 4T GRADE N/A H S 30 R DESCRIPTION AS FURNISHED: Lot 220, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Jordan Walter Rusher; Inspired Title Services, LLC; First American Title Insurance Company; Navy Federal FLORIDA LAND JL COLONIZATION COMPANY LIMITRD W BEARDALLS MAP OF ST JOSEPH PLAT BOOK 1, PAGE 114 S 00°12 21 " E REC, 1/2• I.R. 40.00' REC. 1/2- I.R. NO 1. D. NO I.D. 10'ILANDSCAPE, FENCE k WALL E*T I P\ TWO STORY q 3 RESIDENCE F.F.-23.33' p LOT 219 odS b rPCOOR 5.0' 5.00' CO V'D. CH 7' h of 5.00' --1 1 21.3' BRICK DR. 18' A LOT 221 VD r' 0.7' 10' UTIL. ESMT 0.7' l- 0 N 00.14 55' W Nti 146.75' SETNdcO SETNdcD-------------fes-SPC y4596 5' CONE. WALK 14596 e.e.)N 00°1455" W 40.00' O QQO PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS a 23.3' +} PROPOSED GR40E PER CONSTRUCTION PLAN ++ ti`G Oy, #% 1 RED ROSE LANE 50' R/W) TR4CT I (UTIL. TY ACCESS R/W) BUILDING SETBACKS: FRONT 25' REAR 15' SIDE 5.0' SIDE CORNER - 10' 153z 2Et> F205C L tacw t CRUSENffEYER -SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND titi pf: 26.23' 26.23' 34.23' y ryti. LOT 220 5.00' r FIELD TY. 16.0, NOTES: IP. c COV'°. 3.5x3.5' PRt•POINT or REVERSE CURVATURE DD CONC. AC PAD IR 5.00' LL 5.00' PROFESSO M SURVETOITS AND MAPPERS IN CHAPTER $J-17 rLORIOA ADMINISTRATIVE CODE PURSUANT TO SECTVW 172.017• rLOR10A STATUES 30.0' RLE ISliL TWO STORY q 3 RESIDENCE F.F.-23.33' p LOT 219 odS b rPCOOR 5.0' 5.00' CO V'D. CH 7' h of 5.00' --1 1 21.3' BRICK DR. 18' A LOT 221 VD r' 0.7' 10' UTIL. ESMT 0.7' l- 0 N 00.14 55' W Nti 146.75' SETNdcO SETNdcD-------------fes-SPC y4596 5' CONE. WALK 14596 e.e.)N 00°1455" W 40.00' O QQO PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS a 23.3' +} PROPOSED GR40E PER CONSTRUCTION PLAN ++ ti`G Oy, #% 1 RED ROSE LANE 50' R/W) TR4CT I (UTIL. TY ACCESS R/W) BUILDING SETBACKS: FRONT 25' REAR 15' SIDE 5.0' SIDE CORNER - 10' 153z 2Et> F205C L tacw t CRUSENffEYER -SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND LEGEND - P PLAT PDL POINT ON LINO 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-5-8-1436 r FIELD TY. TYPICAL NOTES: IP. IRON PIPE PRt•POINT or REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMFY RMT THIS SURVEY MEETS THE STANLLIRDS OF PRACTICE SCT FORM BY TH: FLOIIM'BOARD OTIRIRONROD CONCRETEI IIEENT459 LL POINT Or CO POUND QRtVATURC RADIAL PROFESSO M SURVETOITS AND MAPPERS IN CHAPTER $J-17 rLORIOA ADMINISTRATIVE CODE PURSUANT TO SECTVW 172.017• rLOR10A STATUES SCI IA. SET RLE ISliL NA. NA. RCT -RADIAL 2. UNLESS OWOOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY IUP OR COPIES ARE NOT VAUD. RCL'. ERECOVEREDRECOVERED O1NT J, MS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHM TO THE SURVEYOR. THERE MAY BE OTHER RESTPCTIDNS PD..L PO NY Or REGINNING CALCALL. CALCWITCD ALCULS OR riASEA/DT15 THAT AFFECT MS PROPERTY. Pax POINT Or COIWCHC[wCNI PRN, PERHNOIT REFERENCE NONWTCNT 4. NO UNDERGROUND 111PROVEIUM HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. I CENTCRLUt rr. FINISHED FLOOR ELEVATION S. INS SURVEY S PRIMED FUR THE SOLE DENDA OF THOSE CERIIFTED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLDR/V NAIL DISKOF-Or DSLPAIL NILDINO SCTPACK LINE DCNCIPWRK B. 01YLNSWNS SHOWN FOR INC LOCATION OF IYPROVLLCMS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNOARY LINES CURT. CASEMENTRIGHT PJ. ASC REARING 7. BEARINGS. ARE BASF° ASSUMED WTUM AND ON ME LINE SHOWN AS BASE BLARING BB) DRAIN. DRAINAGEpRA1NAG[ B. ELEVATpNS, IF SNNJwH, ARC BASED CN N41I0134 GEOOE'RC MNY OF IPZP. UNLESS OTHERWISE NOTED. UTIL• UTILITY P. CETRFICAIE OF AUMOPl7ATION N& 4396. arc. VDrr- CHAIN LINK rETCC VOOD FENCE C/PP{. CONCRETE LOCK•.• POINT W CURVATME SCALE R 1• - 20 DRAWN BY: P.T. DESC. POINT Or TANGENCY DESCRIPTION CERTIFIED By. W1E ORDER NO. R RADIUS L ARC LENGTH PLOT PIAN 03-15-18 1501-18 C ELTADCHORD FORMDhMD FOUNDATION/ELEVS. 06-06-2018 3778-18 cA CHORD °CARING FINAI„/EL.EVS. 11-08-18 7J69-18 0 TH THIS BUILDING/PROPERTY OOES.NOT UE WITHIN THE ESTASUSHED )D0 YEAR FLOOD PLANE AS PER FIRM' ZONE 'X• MAP / 12117C 0055 F. r TOM X. CRUSENMEYER, R.L.S. 1 4714 JAMES W. SCOTT, R.LS / 4801 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: /8 -- 1 QCI Documented Construction Value: S Job Address: -1–Y- "rl - . I 1L Parcel ID•1rOLIN -I^ Historic District: Yes No E Residential Commercial Plan Re% -ie,.%' Contact Person: Phone: Fax: Email: Property Owner Information Name IrY. mrrrlsw Phone: Street: City, State Zip: Title: Resident of property? Contractor Information Name I I clV>., I C, 'j ( Phone: 7 Y, I I I 1 Street: it Fax: Fej I (00zCity. State Zip: l iC'f ! _ I ' / —/I S LJ — State LicenseNo.: v - Name Street: City, St, Zip: Bonding Company: address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS -1.0 LOUR PROPERTY. A NO'T'ICE OF CWLNIENCEMENT MUST BF. RECORDED AND POSTED ON THE .JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT.kLN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONE>IENCE.NI ENT. ppfcation is hereby made to obtain 3 p,-rmii to do the work and iosiallations as indicated. I certify 1113( no work or installation. has connn.ciced prior to the i:seance of a Permit and th:n all \fork will be perforl:T:d to meet man.dards of all laws re_»_laung construction in ti.is jurisdiction. I understand that a separate permwork.it must be secured for electrical work. plumbing. signs. %tells. pools. furnaces. boilers, heaters, tanks, and air conditioners. etc. FCC 105.3 Shall be inscribed %%iih the date of application and the code in effect as of that date: ah Edition 120141 Florida P.uildinc Code R_c:srd Jun: WI, .rti; Pt;m:t A7, hca:ioa NOTICE: In addition to the requirements of this pernut, there may be additional restrictions applicable to this Property that ma". be found in the public records of this count-,,. 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 properry of the requirements of Florida LienLa.+•. FS 71 The City of Sanford requires payment of a plan rewie+w fee at the time of permit submittal. A cope of the executed contract is required in order to calculate a plan review charge and xvill be considered the estimated construction value of the job at the time of submittal. The actual construction value will be fieured 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 pen -nit fees when the permit is issued. OPV\'ER*S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all Nvork will be done in compliance with all applicable laws regulating construction a d.on ng. Si%rwun of 0-aner Aernt Date Pnnt Own.-: Aeeni's \ane Sienature of Notan State of Florida Date Owner/Avent is Personally Known to Me or Produced ID Type of ID S:n2z re Pint C Contractor/Aeeni is -"- Personally Known to Me or Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical [] PlumbinsEJ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: c N Construction: Electric - =: of :Imps Gas Roof Flood Zone: of Stories: I'lutnbing - t of Fixtures Fire Sprinkler Pertnit: Yes \o = of ]-leads Fire .alarm Permit: Yes \o APPROVALS: ZONING: UTILITIES: \VASTE WATER: ENGINEERI\G: FIRE: BUILDING: C0 I- IENTS: ran Applt;a'ton CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I 0 Documented Construction Value: $ Job Address:,'.Ale) 7Lo d Historic District: Yes No Parcel ID: &r Residential [f Commercial Type of Work: Kew E9 Addition Alteration Repai . Demo Change of 1Jse Move El Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State lip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE ,JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 105.3 Shall be inscribed with the dale of application and the code in effect as of (bat date: S1b Edition (2014) Florida Building Code Revised: lune 30.2015 Permit Applicntion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agont . Date Print D mer/Agent's ;lame Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature 6f .l goat Jrto TONY MAHAFFEY Print Contractor/ nt, ame Signature Notery tote of orida Contractor/Agent is IN( Personal Produced ID 'l'ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Mn. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Applicatior. r EcE1VE JUL 3 0 2018 BY:_ tl . CITY OF SANFORD BUILDING, & 17111 PREVENTION P!ERNNT'APPLICATION Application No Documented Construction Value: S Job Address::' _ . ' e Lie Historic District: Yes No 9 Parcel ID: ResidehtiaQ Commercial Type of Work: New Addition El Alteration 1, Repair Demo Change of Use Q move Description of Work: Plan Review Contact Person: "A Q.,T` (/ Title: Phone: Fax: 4-1 Email: h Y, (ern lP rroperty Owner Information Name _ "' ( J'' ( 1 r&6/) Phone: t Street: Resident of property? City, State Zip: Coritra tor Information jj Name l-7'1 t t- _ Phone: `-t- J$`jOc Street: TSG( Fax:. LILL 5?53 City, State Zip: State License No.: O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 or application and the code in effect as or that date: 5ib Edition (2014) Florida Building Code A O 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 ordinarice. 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 be done in compliance with all applieable.laws regulagpg; construction and Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Contractor/Agent work will I Contractor/At 's Name - 7r,71027 QAA 1'= 7102 Signature of No ry-State of Florida Date fig"'• CHERYL D AK RS MYE PIA EIS JuOne 05.20 092 Owner/Agont is Personally Known to Me or Contractor/Agent is Personally Known to.Me or Produced IDType of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. 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IYn Irw 1 Nr M r. /Y t)rP W. all. tll. 41- IM uuw uir Wr.NY..Y.Y 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 . . . . . 18-00001569 Date 7/30/18 Application pin number . . . 620746 Property Address . . . . . . 532 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-2200 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 281082 Owner Contractor TAYLOR MORRISON TAYLOR MORRISON C/P DAPHANE 2600 LAKE LUCINE DR MAITLAND FL 32751 STE 350 407) 257-6940 MAITLAND FL 32751 4 07) 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 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1067073 Permit pin number 1067073 Permit Fee . . . . 110.00 Issue Date . . . . 7/30/18 Valuation . . . . 5389 Expiration Date . . 1/26/19 Qty Unit Charge Per Extension BASE FEE 110.00 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 -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1071.00 02 -CURB CUT/DRIVE - SIF 40.00 O1 -FIRE IMP -RS 9-2017 383.81 O1 -LIBRARY IMPACT FEE 54.00 O1 -PARKS IMP -RS SINGLE 17 1103.95 O1 -POLICE IMP -RS 09.1.17 384.82 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 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001569 Date 7/30/18 Property Address . . . . . . 532 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-2200 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1067073 Permit pin number 1067073 Required Inspections Phone Insp Seq Insp# Code Description initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_