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HomeMy WebLinkAbout552 Red Rose Ln 18-1812; PLUMBINGCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER- 18100004 BUILDING APPLICATION : 18-10000451 BUILDING PERMIT NUMBER: 18-10000451 DATE: May 07, 2018 UNIT ADDRESS: RED ROSE LANE 552 21-19-30-510-0000-2250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 552 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKSgle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE %P 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ( ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Ivl— w < CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION l l 2-, Application No: I Documented Construction Value: $ '!0, %ele , e6 Job Address:Svc /Coe/ zQla-le t' ,15 historic District: Yes No Parcel ID: Residential Sf Commercial Type of Work: New ST Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 7'X0W» ,NDOLL L T/ cep/ YY%tali s R,2 Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20: Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arch ltect/Englneer 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, healers, 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: 51° Edition (2014) Florida Building Code Revised: June 30,20 15 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature nfNotary-Stnte of Florida fate 40 - / <- :R" Signature o C gent f '(&-^ 4111y TONY MAHAFFEY Print Contractor/Agent's Name Signature of pquounun L xrrR s GEORGIA Owner/Agent is Personally Known to Me or Contractor/Agent isPersonalF t oAid tetj g r Produced ID Type of ID Produced ID Type of ID CY AtC i nnpttt nt„,, BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Floud 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: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Parcel ID Number:: Z1-II—a0-E10-0000 -1 ISo 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. 1 111111 11111 1111111111111111111111111111 GRANT llkr 9O r SEND OLE COUNTYCLERKOFCIRC6ITCOURT & CONF'TROLLERBY, 9113 P9 333 (1P 9s) CLERK'S T 2019042389 RECORDED 04/18/2013 1.19:44.-,l !artRECORDINGFEES $1C1.C1C1 RECORDED BY hdevore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT 2-2,S Legal Description: Thorn brooke Phase q according to the plat thereof, as recorded in Plat Book? 1. Page70 11of the public records of Seminole County, F1rida. Addresses : J S Z R,* Ras.,- L ik !_ 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(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: ( Signature of Owner's Agent: Jfifin Asa Wright Taylor Morrison of Florid ArhA Sworn to and subscribed before me this by John Asa Wright who is ally known to me. W `'JSq Notary Public DA Clark° My commission expires: 6/27/19 yQuwc Serial No. FF 209108 Notaure: tar'eal: V_AND- R11F11-() F11 IMA. Y o ,,,,rte" whit ectrd 92.525, Florida Statutes. Under penalties of perjury, 1 declare that 1 have read theAI1t t the .' d in it are true to the best of my knowledge and belief. Oti+yrV €l drx . Fr"r gate— -"_2 201aP7 CITY OF SANFORD BUILDING & FIRE PREVENTION 46) d T PERMIT APPLICATION Application No: Documented Construction Value: S O 229?3 °D Job Address: SSI RA R05A, LG,.1, Historic District: Yes No Parcel ID: 91 .19-30-910 -0000-22S 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE LOT NUMBER: 22S Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: rs..I@11-(1'- 11 n k7 11 n v 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property?: NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: MAITLAND FL 32751 Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I 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 zoning. Y /" Ll3 d 3 Signature o er/Agent Date Signatur f Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC Print O7,z Name Signa f otary-State of Florida Date D. A C ARK MY COMMISSION f FF 209108 EXPIRES: June 27, 2019 y+ 4a ON" Th.OWI r Nopry Gomm JOHN ASA WRIGHT Print Contractor/Ag ame 3 l' Signal of Notary -State of Florida Date MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 VXY Ba WrfflVe%"W"yUr bK Owner/Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Of Electrical ®' Mechanical [D' Plumbingr'-"' Gas[] Roof Construction Type: \/PS Occupancy Use: iZ3 Flood Zone: $C -,r 4 to ct{0, Total Sq Ft of Bldg: 21-13 Min. Occupancy Load: t # of Stories: 'A New Construction: Electric - # of Amps 1 ,5RD Plumbing - # of Fixtures IR Fire Sprinkler Permit: Yes No [g # of Heads APPROVALS: ZONING: UTILITIES: 01 COMMENTS: ENGINEERING:04% Q 3D -t a FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 10 -Wo G -W 39, a l S9 Fire Alarm Permit: Yes Nog] WASTE WATER: BUILDING: Revised. lune 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 a Documented Construction Value: S 13 Sl ou. 0 4 r Job Address: SSI JW ROSA, LC46.t Historic District: Yes No Parcel ID: 1) •19-30-510 -0000-22S 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: 22S Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: M11'0'- 11 MOTIMIM0in, s Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Fax: NO State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the 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. L Signature o er/Agent Date Signa tur f Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Ag s Name Y11-387 Signa f otary-State of Florida Date too - k MYCOMMISSION FKF209108 EXPIRES: June 27, 2019 y+ 0 RO" eondeOlAnrBuEgelNebrYfilMr/r JOHN ASA WRIGHT Print Contractor/ AgzFA . ame Signat of Notary -State of Florida Date lwar o D. X CM MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 yw Band dlAru8u0gttNobry6orvk r Owner/Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA 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. 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: WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application t04N. .5 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: 552 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2250 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#18-1812 Reviewed by: Michael Cash, CFM Date: April 30, 2018 0 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. p q rmrrwAsllbelow. 7&"B/ G ar. fes// ! 2 Callwtonyouals 1. Project Location/Address: J. 9 « <05.& La 2. Proposed Activity: Driveway 1:1 Walkway E] Other: 3. Schedule of Work: Start Date Completion Date F-1Emergency Repairs 4. Brief Description of Work: i^^IMAV Me NAI &94 o Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of fight -of -way adjacent thereto. Requestor may, with written City authorization, remove said installaflon/mprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, If necessary, file a lien on the Requestor•s property to recover costs of restoration. To the fullest extent permitted by taw, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby un city fees related to this application as required by the city's adopted Fee Resolution. Signature: =tDDate: z&z I*' This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 6401.24 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: 1, , Y:i::i.::........:::..::... ,:.:..Y... , .:.. i...:: ::.`:Qfi ciali:Us Oii`/ i% ' Y> II to ^Qn'tiaPp. b 0:• :1' i gp• v#%'vieweii' Application for Right -of -Way Use 1),,4 for Driveway, Walkway & Landscape 1s-1877 — O ' Department of Planning 6 Development Services www."nfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. p q rmrrwAsllbelow. 7&"B/ G ar. fes// ! 2 Callwtonyouals 1. Project Location/Address: J. 9 « <05.& La 2. Proposed Activity: Driveway 1:1 Walkway E] Other: 3. Schedule of Work: Start Date Completion Date F-1Emergency Repairs 4. Brief Description of Work: i^^IMAV Me NAI &94 o Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of fight -of -way adjacent thereto. Requestor may, with written City authorization, remove said installaflon/mprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, If necessary, file a lien on the Requestor•s property to recover costs of restoration. To the fullest extent permitted by taw, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby un city fees related to this application as required by the city's adopted Fee Resolution. Signature: =tDDate: z&z I*' This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 6401.24 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: 1, , Y:i::i.::........:::..::... ,:.:..Y... , .:.. i...:: ::.`:Qfi ciali:Us Oii`/ i% ' Y> II to ^Qn'tiaPp. b 0:• :1' i gp• v#%'vieweii' ins: tPuhid 1NOrf(5 QYJ' n Y. It. ry11 t! SiV V es Y. 1.1 Qat Prbv lad,. A. itft$ •ri06 rw Date- - - 4:' Y •Y . s ..::. a.::..:.:.: ra:: ::y i.... ?. •..} r.i r .Jl.: Y r Y'!.•: +.r..-..r.,.::,•r ::: 3::.i Y•Y Dai• S "I.P erTnit lCOritli ihit bepiemoer zviv ROW use Orfvw+ay pdf SCPA Parcel View: 21-19-30-510-0000-2250 http://parceldetail.scpafl.org/ParceiDetai llnfo.aspx?PI D=2119305100... Property Record Card Parcel: 21-19-30-510-0000-2250 r+aaocuNrCraso. I Property Address: 552 RED ROSE LN SANFORD, FL 32771 Parcel Information Parcel 121-19-30-510-0000-2250 -- - -- -- — - rOwner( s) — — TAYLOR MORRISON OF FL INC - - -- I Property Address 552 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 I Tax District I S1-SANFORD DOR Use Code ! 00 -VACANT RESIDENTIAL Value Summary I ' i 2018 AWN% 2017 Certified I Values - Values Valuation Method Cost/Market CostlMarket Number of Buildings 0 0 I Depreciated Bldg Value Depreciated EXFT, Value Land Value (Market) $40,000 $26,050 I I Land Value All Just/Market Value •• $40,000 $26,050 Portability Adj Save Our Homes Adj $0 s0 Amendment 1 Adj $0 $12,784 PSG Adj $0 $0 Assessed Value $40,000 $13,266 Legal Description LOT 225 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 i Does NOT INCLUDE Non Ad Valorem Assessments Taxes Taxing Authority Assessment Value Exempt Values - Taxable Value County General Fund 40,000 0 40,000 iSchools 40,000 0 40,000 City Sanford 40,000 so 40,000 r SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds 40,000 0 40,00011 Sales Oescnption Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales ' Land----- -- --- --- -------- Method Frontage Depth Units Units Price Land Value LOT 1 $40,00000 $40,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 1 of 2 4/15/2018, 4:06 PM SCPA Parcel View: 21-19-30-510-0000-2250 http://parceidetaii.scpafl.org/PareelDetailinfo.aspx?PID=2119305100... I No Permits I I PpmO dob doe ndsblrmb ban em 9ombmb Cmdy Prom IV Apmwbe'l WNW ra dMft a wmadowoaornthe bWWro dpobnmd dUm W dSUtI InWhkh dm pIgWrybbosbQ I Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 4/15/2018, 4:06 PM taylor LIMITED POWER OF ATTORNEY morrison Hanes h0mdbyYou DATE: 3 Y Y NAME AND APPOINT: Gustav Botes, KarenMcAdams, Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: CITY OF SANFORD FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : 2.E S SUBDIVISION: THORNEBROOK ADDRESS: SSZ P,,t, FOS/` Lai.c AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) z //- Y "I - SIG RE OF CONTRACTOR. STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: 13 111 BY: JOHN AM WRIGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Daphne Clark My Commission f< FF209108 ff 1 0?000e0..°u.° 019 My Commission Expires 6/27/17 4P, .1 111r NONOTARY: SIGNATURE OF NOTARY: * # r ry 131. REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Max 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 A gl rl race• ELECTRICAL; PERMIT Max 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 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final If &P Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 25Thornbrook ar GRE Street: SJ (, 03ti A h,L Builder Name: Taylor Morrison , Permit Office: ,t f oY t:l'lYCity, State, Zip: FL, Permit Number:JJ8 1 nS4,Vp0pOwner: U2 Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1706.4 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=11.0 1423.30 R' b Frame -Wood, Adjacent R=13.0 283.11 ft' 3. Number of units, if multiple family 1 c. N/A R= IF 4. Number of Bedrooms 3 d N/A R= ft' 5. Is this a worst case? No 10 Ceiling Types (1589.0 sqft.) Insulation Area a Under Attic (Vented) R=38.0 1589.00 ft' 6. Conditioned floor area above grade (R') 1589 b. N/A R= fl' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R R' 7 Windows(312.1 sqft.) Description Area a. Sup: Attic, Rel: Main, AH: Main 6 317.8 a. U -Factor: Dbl, U=0.34 264.08 W SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 48.00 R' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U -Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Faclor: N/A fl' a. Electric Heal Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.277 ft. Area Weighted Average SHGC: 0 312 14 Hot water systems a Electric Cap- 50 gallons 8 Floor Types (1589.0 sqft.) Insulation Area EF. 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1589 00 N' b. Conservation features b. N/A R= R' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.196 Total Proposed Modified Loads: 45.56 PASSTotalBaselineLoads: 51.88 1 hereby certify that the plans and specifications covered by Review of the plans and F HE STg7 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance AOS, with the Florida Energy Code. PREPARED BY: D4kA464-Before construction is completed a DATE: _ 4/5/_1.8_ -_ _ _--- this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CDDwiththeFloridaEnergyCode. L OWNER/AGENT:/- - I 1NE' BUILDING OFFICIAL: - DATE: --- - y/ / Y - DATE: - _ 57-30 - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/5/2018 135 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 4/5/2018 1:35 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Lot225ThornbrookMarcoGRE Bedrooms: 3 Address Type: Street Address Building Type- User Conditioned Area. 1589 Lot # Owner Name: Total Stories: 1 Block/Subdivision: of Units- 1 Worst Case. No PlalBook: Builder Name: Taylor Morrison Rotate Angle 0 Street: Permit Office: Cross Ventilation- No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, 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 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 152 5 ft 0 1589 ft' 0.48 0 0.52 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul deg) 1 Gable or Shed Composition shingles 1771 ft' 390 ft° Medium 0.85 N 0.85 No 0 26.2 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1589 ft2 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1589 ft' 0.11 Wood 4/5/2018 1:35 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 4/5/2018 1:35 PM EnergyGaugeO 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 __RWalue_ __ Ft_ In. Fl__ In . Area R -Value . Fraction __ Absor. Grade%_ 1 S Exterior Concrete Block - Int Insul Main 11 62 0 9 4 578.7 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 11 11 0 9 4 102.7 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 11 49 6 9 4 462.0 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 30 4 9 4 283.1 ft' 0 023 001 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area FI In Ft In 1 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornl ID Frame Panes NFRC U -Factor SHGC _ Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low -E Double Yes 0.34 0.31 N 78.1 W 1 It 4 in 0 ft 8 in Drapes/blinds Exterior 5 2 S 1 Vinyl Low -E Double Yes 0.34 0.31 N 28.0 ft' 1 It 4 in 0 ft 8 in Drapes/blinds Exterior 5 3 E 2 Vinyl Low -E Double Yes 0.34 0.31 N 4.0 ft' 6 It 0 in 1 ft 6 in Drapes/blinds None 4 N 3 Vinyl Low -E Double Yes 0.34 031 N 6.9 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 5 N 3 Vinyl Low -E Double Yes 0.34 031 N 39.1 ft' 1 It 4 in 0 It 8 in Drapes/blinds Exterior 5 6 N 3 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 W 1 ft 4 in 0 It 8 in Drapes/blinds None 7 W 4 Metal Low -E Double Yes 0.58 0.32 N 48.0 ft' 8 It 0 in 0 It 0 in Drapes/blinds None 8 W 4 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 4 in 0 It 8 in Drapes/blinds Exterior 5 9 W 4 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 8 It 0 in 0 It 0 in Drapes/blinds Exterior 5 10 E 2 Vinyl Low -E Double Yes 0.34 0.31 N 4.4 ft' 3 It 0 in 8 It 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 399 ft' 399 fF 64 ft 8 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1724.1 94.65 178 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 4/5/2018 1:35 PM EnergyGaugeO USA - FlaRes2017 Section R405 4.1 Compliant Software Page 3 of 4 FORM R405-2017 4/5/2018 1.35 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBlu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None fl' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 317.8 ft Main 79.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingf Jan Feb Mar A r Ma X Jun X Jul Aug Se Oct Nov Dec Healin[X} Jan Feb lX} Mar Apr IJA May Jun Jul AuSeprl Oct NovW DecHVentm [ J Jan Feb X Mar Apr May Jun Jul Aug Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/5/2018 1.35 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 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 (H') 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=O 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 Single-family a. Concrete Block - Int Insul, Exterior Insulation b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A Area 10. Ceiling Types No a. Under Attic (Vented) 1589 b. N/A Area c. N/A 264.08 H' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 48 00 H' None 12 Cooling systems fl' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= f12 H' R= 13. Healing systems Insulation a. Electric Heat Pump 3 277 H 1589.00 H' 0.312 ft' Area 14. Hot water systems 1589.00 R' a. Electric ft' 6 317.8 kBlu/hr b. Conservation features H' 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 com features. Builder Signature: g% Date:`/' Address of New Home: SEZ Rz d Of e- L 4h -A, City/FL Zip: SGS for CL 32771 Insulation Area R=11.0 1423.30 H' R=13.0 283.11 H' R= H' R= ft' Insulation Area R=38.0 1589.00 H' R= ft' R= ft' R H' 6 317.8 kBlu/hr Efficiency 34 2 SEER:15.00 kBtu/hr Efficiency 32.8 HSPF:8.50 Cap: 50 gallons EF- 0.95 Pstat O-fKE ST4r OWE SCJ Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/5/2018 1:35 PM EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report 0 • ^M Comm ma Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison FL Job: Lot225ThornbrookMarco... Date: 6/4/2014 By: BENTLEY Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 25129 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 29571 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28837 Btuh 115% of load Latent capacity: 4602 Btuh 104% of toad Total capacity: 33439 Btuh 113% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 21564 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 149% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 115% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft- 2018 -Apr -05 13 36.41 A •-•..• — ,. Right-Suile® Universal 2018 18.0.10 RSU24011 Page t ThornbrookMarcoGRE%Lot225ThornbrookMarcoGRE.rup Calc = MJ8 House laces. E 1 DEL -AIR Component Constructions Job: Lo1225ThornbrookMarco... M Date: 6/4/2014 t1F=G-11111CONDfrM111110 Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax, 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison FL Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft eah/hI.-F Design TD (°F) 28 18 Latitude: 28°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 7.5 2.69 Daily range (°F) - 17 ( M) Method Simplified 75 Wet bulb (°F) - 76 Construction quality Average 124 Wind speed (mph) 15.0 7.5 Fireplaces 0 7.5 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n M eah/hI.-F 41-Ti8tuh MUM' BWh Shwh/M Bah Walls all 2B-2fv: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 It 78 overhang (2 ft window ht, 0.67 It sep.), 6 67 ft head ht 0 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum n 410 0.095 7.5 2.69 1102 1.67 684 board int fnsh a 75 0.095 7.5 2.69 201 1.67 124 It overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht s 473 0.095 7.5 2.69 1271 1.67 789 3216 W 135 0.095 7.5 2.69 362 1.67 225 24 all 1092 0.095 7.5 2.69 2937 1.67 1821 Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud Windows 0.091 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft 1.44 overhang (3.2 ft window ht, 0.67 ft sep.); 6.67 ft head ht 7 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 ft s overhang (6.3 ft window ht, 0.67 ft sep.); 6.67 ft head ht s 39 W 0 all 2B-2fv: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 It 78 overhang (2 ft window ht, 0.67 It sep.), 6 67 ft head ht 0 10C -v: 2 glazing, clr low -e ouir, air gas, vnl frm mal, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 13 33 ft 822 overhang (8 ft window ht, 0.33 It sep.); 6.67 ft head ht 0.340 2B-2tv: 2 glazing, clr low -e ouir, air gas, vnl frm mal, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 6 ft 10.6 overhang (2 ft window ht, 1.5 It sep.); 6.67 it head ht 58 2A-2omd: 2 glazing, clr low -e ouir, air gas, mll no brk Irm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 50% drapes, medium; 8 561 It overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht 1689 265 0.091 13.0 2.58 683 1.44 382 7 0.340 0 9.62 67 10.6 73 39 0.340 0 9.62 374 10.6 411 78 0.340 0 9.62 748 10.6 822 28 0.340 0 9.62 268 10.6 294 58 0.340 0 9.62 561 29.0 1689 203 0.340 0 9.62 1950 15.9 3216 6 0.340 0 9.62 58 10.6 63 24 0.340 0 9.62 231 7.41 178 4 0.340 0 9.62 38 10.6 42 48 0.580 0 16.4 788 18.4 883 wrightsoft- 2018 -Apr -0513:36:41 ACCA...•, Right-SudeO Universal 2018 18.0 10 RSU24011 Page 1 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Calc = MJ8 House laces. E 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl trm mat, clr innr, 1/4" gap, w 39 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 8 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head hi Doors 11 D0: Door, wd sc type n 18 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 1592 0.026 gypsum board int tnsh Floors 22A-Ipl: Bg floor, light dry soil, on grade depth 153 0.989 At -14F.- wrightsoft^ Righl-Suile® Universal 2018 18.0.10 RSU24011 14CCI-..ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E 0 9.62 374 10.6 411 0 11.0 197 12.0 214 38.0 0.74 1171 1.41 2246 0 28.0 4268 0 0 2018 -Apr -05 13:36:41 Page 2 1' DEL -AIR NIAMIC-AMCGNMMHMG Project Summary17 Entire House Job: Date: By: Lot225ThornbrookMarco... 6/4/2014 BENTLEY RVSD 8/2/16 JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web. WWW.DEL-AIR.COM For: Taylor Morrison Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2/27/17 JA LS 3/3/17 JA Desi_qn Information LS 3/1 /18 A Orlando Intl AR FL, USLSq/5 a er: Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15680 Btuh Structure 15963 Btuh Ducts 5884 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21564 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 25129 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ftz 1589 1589 Equipment latent load 4442 Btuh Volume (ft -3) 14853 14853 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 29571 Btuh Equiv. AVF (cfm) 94 50 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-19 Cond 14HPX-036-230-19 AHRI ref 10258589 Coil CBA27UHE-036-230'++TDR AHRI ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.046 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 = 31 OF Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrilgFstsoft- 2018 -Apr -0513.36:41 Righl-SuileO Universal 2018 18.0.10 RSU24011 Page 1 A4CCA..ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E DEL --AIR Right -JO Worksheet mrw-am °'"°''° Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CPoneND407ION6NGax 407-333.3853 Web' WWW.DEL-AIR.COM Job: Lot 225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 152.5 11 93 It 1592.0 It2 MASTER SUITE 27.5 It 9.3 11 heal/cod 14.5 x 13.0 It 188.5 112 Ty Construction number U -value Btuh/112-11F) Or HTM BI 112) Area (112) or perimeter (II) Load BI h) Area (112) or perimeter (11) Load Btuh) Heat cod Gross N/P/S Heat cod Gross N/P/S Heat cod 6 11 OA95 0.340 0.340 0.340 0.095 0.340 9.-34.0 0.095 0.340 0,340 0.095 0.580 0.340 0.340 0.091 0.390 0 026 0 989 n n n n e e e s s s_ w w w w n- 2.69 9.62 9.62 9.62 269 962 9 62 2.69 9.62 9.62 2.69 16.41 962 9.62 2.58 11.04 0.74 27.99 1.67 10.58 10.58 10.58 1.67 7.41 10.58 1.67 10.58 10.58 1.67 18.40 28.98 10.58 1.44 11.99 1 41 0.00 462 7 39 6 103 24 4 578 78 28 280 48 58 39 684 73 411 63 Vy L fC; v C 13A-7.5ocs - 2A-2ov 2A-2ov 2B -21v 13A-7 5ocs 10C -v 2B -21v 13A-7.5ocs 2A-2ov 2A-2ov - - - _ _ -- -- _ 19A-7.5ocs 2A-2omd 2A -20v 2A-2ov 410 0 0 058 75 48 8 1102 67 374 201 231 38 1271 748 268 362 788 561 374 121 0 0 0 0 0 0 121 0 0 0 U 0 0 326 0 0 0 202 0 0 0 124 178 42 0 0 0 0 0 0 473 155 56 135 80 8 78 789 822 294 225 883 1689 411 0 0 0 135 0 58 0 0 0 0 77 0 4 0 0 0 207 0 561 0 0 0 0 128 0 1689 0 P D C 12C-Osw 11 DO 168.3804 - - - 283 18 1592 1592 265 18 1592 153 68833 197 1171 4268 382 21.4 2246 O 0 0 18.9189 0 0 28 0 0__0 139 770 0 266 0189 6 c) AED excursion 2532 964 Envelope loss/gain 1 12762 12063 2002 3249 12 a) Infiltration b) Room ventilation 2918 0 950 0 526 0 171 0 13 Internal gains: Occupants @ 230 Appkances/olher 5 1150 1800 1 230 0 Subtotal (lines 6 to 13) 15680 15963 2529 3650 14 15 Less external load Less transfer Redistribution Sublolal Duct loads 1 38'/0 1 571/6 0 0 0 15680 5884 0 0 0 15963 9166 38%6 571/6 0 0 0 2529 949 0 0 0 3650 2096 Total room load Air required (clm) 21564 1160 25129 1160 3477 187 5746 265 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgF6tsoPt- 2018 -Apr -05 13 36:41 Right-SuileO Universal 2018 18.0 10 RSU24011 Page 1 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE rup Calc . MJ8 House laces: E DEL --AIR Right -JO Worksheet 1fD11e' °°r `°'"°'°"° Entire House DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD. FL 32771 none: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lo1225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room dame Exposed wall Room height Room dimensions Room area FAMILY RM 29.5 It 93 if heallcool 15.5 x 14.0 It 217.0 112 MASTER BATH 10.0 It 9.3 It heat/cool 9.5 x 10.0 It 95.0 112 Ty Construction number U -value Bluh/II2 •F) Or HTM BluNll2) Area (112) or perimeter (11) Load 131 h) Area (Il2) or perimeter (II) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 1113A•7.5ocs Vh13A•7.5ocs G P l --D C F 2A-2ov 2A-2ov 2B -21v _ _ _ 1DC-v 2&21v 13A-7.5ocs 2A-2ov 2A-2ov-- - 13A-7.5ocs 2A•2omd 2A-2ov 2A-2ov 12c-0sw 11 D0_ . 1613.38ad 22A Ipl --_ - 0 095 0.340 0.340 0.340 0.095 0.340 0.340 0.095 0.340 0.340 0.095 0.580 0.340 0.340 n n n n a a e_ s s s - w w w w 2.69 1.67 9.62 10.58 9.62 10.58 9.62 10.58 2.69 1.67 9.62 7.41 9.62,_ 10.58 2.60 1.67 9.62 10.58 9.62 --- - 2.69 1.67 16.41 1840 9.62 28 98 9.62 10.58 86 0 0 0 0 0 0 232 67 0 0 144 73 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 0 111 19 O 58 40 0 39 0 0 0 0-0-0- 0 0 0 0 0 0 93 7 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 131 19 0 145 48 0 39 299 187 155 788 0 374 185 206 0 96 883 0 411 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.390 0.026 0.989 n 2.58 1.44 11.04 - 11.99---. 0.74 1.41 27.99 --- 0.00 0 0 217 217 0 0 217 30, 0 0 160 826 0 0 306 0__ 0 0 95 95___ 0 0 95 10 0 0 70- 280 0 0 134 0, 6 c) AED excursion 1838 15 Envelope loss/gain 2788 3926 6491 336 12 a) IMiluation b) Room ventilation 565 0 184 0 191 0 62 0 13 Internal gains: Occupants @ 230 Appliances/other 3 690 0 0 0 0 Sublolal (lines 6 to 13) 3353 4800 840 399 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 38-/, 571% 0 0 0 3353 1258 0 0 0 4800 2756 38% 579/6 0 0 0 840 315 0 0 0 399 229 Total room load Air required (clm) 46111 2481 7556 9 1 1155 62 627 29 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF tsoft^ 2018 -Apr -05 13,36,41 Righl-SuileO Universal 2018 18.0 10 RSU24011 Page 2 ThornbrookMarcoGRE1Lol225ThornbrookMarcoGRE.rup Calc - MJ8 House laces E 1DEL-AIR Right -JO Worksheet MAT M' °M Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD. FL 327C ND407ION6NGax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY t Room name MASTER WIC BED 2 2 Exposed wall 0 11 10 5 11 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 5.0 x 10.0 It 50.0 112 13.5 x 10.5 It 141.8 112 Ty Construction U -value Or HTM Area (112) Load Area (112) Load 2A -20v number Btuh/II2-°F) BluW112) or penmeler (II) Btuh) or perimeter (11) Btuh) I Cod Gross I N/P/S Heal I Cod Gross I NIP/s.; Heat I Cod L-- rD 11 DO C_ 16B-38ad yl 13A-7.Socs 0.095 n 2.69 1.67 :... 671-01-01 0 0 981-791-21111-1311I -C 2A•2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 lC' 2A -20V 0.340 n 9.62 10.58 0 0 0 0 19 0 187 206 2B -21v 0340 n 9.62 1058 0 0 0 0 0 0 0 0 6 11 13A-7 Sots 1 OC -v 2B -21v Vy 13A-7.5ocs 2A -20v I; -{ G• 2A -2.v_ yJ 13A-7.5ocs I --C 2A-2omd 2A-2ov P 2A-20v 12C-Osw L-- rD 11 DO C_ 16B-38ad I- 22A -IIP-- - 6 11 13A-7 Sots 1 OC -v 2B -21v Vy 13A-7.5ocs 2A -20v I; -{ G• 2A -2.v_ yJ 13A-7.5ocs I --C 2A-2omd 2A-2ov P 2A-20v 12C-Osw L-- rD 11 DO C_ 16B-38ad I- 22A -IIP-- - e z.oy "oi e 9.62 7.41 e 9.62 10.5E S 2.69 1.67 s 9.62 10 5E s 8.62 10.5E NY 2.69 1.67 w 16.41 18.41) w 9.62 28.9E w 9.62 10.5E 2.58 1.44 n_ 11.04 _11.99 71 14; 14; u 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoTt- Right -Suite® Universal 2018 18 0.10 RSU24011 2018 -Apr -0513:36'41 Page 3 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E 6 c) AED excursion 3 22 Envelope loss/gain 37 68 796 514 12 a) Infiltration 0 0 201 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 37 68 997 580 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 37 68 997 580 15 Duct loads 38% 57% 14 39 38% 57% 374 333 Total room load 51 107 1371 913 Air required (clm) 3 51 1 74 42 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtitsoTt- Right -Suite® Universal 2018 18 0.10 RSU24011 2018 -Apr -0513:36'41 Page 3 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E Q DEL -AIR Right -J® Worksheet NOW -AM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 2 5.5 If 9.3 It heat/cool 13.5 x 5.5 II 74.3 112 BED 3 10.5 It 9.3 It heat/cool 135 x 10.5 11 141.8 112 Ty Construction number U -value Bluh/II;•F) Or HTM BI f12) Area (112) or perimeter (11) Load 81 h) Area (112) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 I--C[Ga; Vy LL G 13A-7.5ocs 2A•2ov 2A-2ov 2B -21v 2.693A-7.5ocs tOC-v 213-21v 13A-7 5ocs 2A-2ov 13A-7.5ocs 2A-2omd 2A-2ov 2A-2ov 0.696 0.340 0.340 0.340 0.095 0.340 0.340 260095 0.340 0.340--s_ 0 095 0580 0.340 0.340 n n n n a a e s s w w w w 2.69 9.62 9.62 9.62 9.62 962,-10.58 9.62 9.62 2 164141 9 62 9.62 1.67 10.58 10.58 10.58 1.67 7.41 1.67 10.58 10.58 1.67 18.40 28.98 10.58 51 0 0 6 0 0 0 45 0 0 0 0 0 0 122 0 0 58 0 0 0 76 0 0 6.3 0 0 0 98 0 19 0 79 0 0 0 211 0 187 131 0 206 0 0 0 0 0 0 Q 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0___ 0 0 0 0 0 0 0 0 0 0 0 0 0 0-__-_ 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 2A-2ov-._--_-- Vj! I-SCG`• 0 0 0 0 P D C 12C-Osw 11 DO_- - -- -__-- 168.38ad 0.091 0.390 0 026 0.989- n 2.58 11.0-4- 0.74 27.99 1.44 11.99 1.4t 0.00 0 0 74 6 0 7 4 6 0 0 55 154 0 0 105 0 126 0 142 142 126 0 142 324 0 104 294 182 0 200 0F22A-tpl---- - --- _ 74 11 6 c) AED excursion 10 29 Envelope loss/gain 388 234 1121 689 12 a) Inhltrawn b) Room ventilation 105 10 34 0 201 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 493 268 11322 755 14 15 Less external load Less transfer Rerlslnbuhon Subtotal Duct bads 381/6 1 57% 0 0 0 493 165 0 0 0 268 154 389/6 57% 0 0 0 1322 1 496 0 0 0 755 433 Total room load Air required (ctm) 679 36 422 19 1817 98 1188 55 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGg1-isoT-t' ACA ••'•'•• •••`"•••`-•• • Rrghl•Suile® Universal 2018 18.0.10 RSU24011 2018 -Apr -05 13 36:41 ThornbrookMarcoGRENLol225ThornbrookMarcoGRE.rup Calc - MJ8 House laces: E Page 4 iiN DEL -AIR Right -JO Worksheet MATW -A°OX" Entire House DEL -AIR HEATING & AIR PNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax. 407.333.3853 Web: WWW DEL -AIR COM Job: Lot225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KITCHEN 14.0 It 9.3 It heat/cool 1.0 x 222.0 It 222.0 02 DINING/LIVING 325 If 93 It heal/cool 1.0 x 419 8 It 419.8 It= Ty Construction number U -value Bluh/I12 •F) Or HTM Bluh/II2) Area (I12) 1 or perimeter (11) Load Ell h) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 Vy C yIL/-'13A•7.5ocs G ti13A•7.5ocs yJ 13A-7.5ocs 2A•2ov 2A-2ov 2B -21v 10C -v 28.21v 2A-2ov 2A•2ov . 13A•7.5ocs ZA•Zomd 2A•20v 2A-2ov 0 0 0 0 23 24 0 0 0 0 0 61 231 0_ 533 561 0 0 0 0 0 0 0 0 0 38 178 0 331 617 0 0 0 0 0 0.095 0.340 0.340 0.340 0.095 0.340 0.340 0.095 0.340 0_340 0.095 0.580 0.340 0.340 n n n n a a e s s s w w w w 2.69 962 9.62 962 2.69 9.62 962 2.69 962 9_62 2.69 16.41 9.62 9.62 1.67 10.58 10.58 10.58 1.67 7.41 1058 1.67 10.58 10.58 1.67 18.40 28.98 10.58 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 47 24 0 131 0 28 0 0 0 0 103 0 28 0 0 0 0 276 0 268 0 0 0 0 171 0 294 0 0 0 0 257 58 0 0 0 0 0 198 58 0 0 0 0 0 P C_ F 12C-Osw 11DO 16B-38ad 22A-tpl - 0.091 0.390 0 026 0.989 n 2.58 11.04 0.74 1.44 11.99 1.41 0 0 222 222 0 0 222 14 0 0 163 0 0 313 0 92 0 420 420 92 0 420 33 236 0 309 910 132 0 592 U27.99 0-00 382 6 c) AED excursion 61 85 Envelope loss/gain 1099 718 2840 1802 12 a) Infiltration b) Room venfilation 268 0 87 0 622 0 202 0 13 Intermit gains: Occupants @ 230 Appliances/other 0 0 1200 1 230 0 Subtotal (lines 6 to 13) 1367 2005 3462 2235 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 38% 579/6 0 0 0 1367 513 0 0 0 2005 1151 38"/ 579/ 0 0 0 3462 1 1299 0 0 0 2235 1283 Total room load Air required (clm) 1880 101 3156 1461 1 47621256 3518 162 Calculations approved by ACCA to meet all reouirements of Manual J 81h Ed. i ri- wrigF tsoft- 2018 -Apr -05 13 36 41 ACC*. Right -Suite® Universal 2018 18.0. 10 RSU24011 Page 5 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE.rup Catc = MJ8 House laces: E RDEL-AIR Right -JO Worksheet NUUM-°"`°'""m'° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333-2665 Fax: 407.333-3853 Web, WWW.DEL-AIR.COM Job: Lot225ThornbrookMarcoGRE Date: 6/4/2014 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area UTILITY 125 It 93 11 heal/cool 6.0 x 7.0 11 42.0 Itz Ty Construction number U -value BI W ILIF) Or HTM 131 112) Area (112) or penmeter (11) Load BI h) Area or perimeter Load Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 1113A-75ocs 0 0 0 0 140 0 38 i63 0 0 0 0 0 0 0 0 0 0 W C C f -G 13A-7.5ocs 2A-2ov 2A-2ov 2B -21v 10C -v 2B -21v 13A-7.5ocs 2A-2ov 2A-2ov _-- 13A-7.5ocs 2A-2omd 2A-2ov 2A -2_(v 0.095 0.340 0 340 0.340 0.095 0.340 0.340 n n n n a a a 2.69 9.62 9.62 9.62 2.69 9.62 962 2.69 9.62 9.62 2.69 16.41 9.62 1 9.62 1.67 1058 10.58 1058 1.67 7.41 10.58 1.67 10.58 10.58 1.67 18.40 28.98 10.58 0 0 0 0 56 0 4 61 0 0 0 0 0 0 0 0 0 0 52 0 4 87 0 42 101 0 0 0 0 0 0 0.095 0.340 Q_340 0.095 0.580 0.340 0 340 s s s w w w w 61 0 0 0 0 0 0 P D C F_ 12C-Osw 11D0 16B-38ad 22A-Ipl_ -.---- 0.091 0.390 0026 0.989 n_ 2.58 11.04 0.74 27.99 1.44 11.99 1.41 0000 65 18 42 42. 47 18 42 13 122 197 31 350 68 214 59 0 6 c) AED excursion A6 Envelope loss/gain 1041 526 12 a) Infiltration b) Room ventilation 239 0 78 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 1281 1204 14 15 Less external load Less transler Redistribution Subtotal Duct klads 1385/0 1 579/6 1 0 0 0 1281 481 0 0 0 1204 692 Total room load Air required (clm) 1761 95 1896 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. iTi- wrigF tsof`t- ^ ` A Righl•Suile® Universal 2018 18.0.10 RSU24011 2018 -Apr -05 13 36.41 Page 6 ThornbrookMarcoGRE\Lol225ThornbrookMarcoGRE rup Calc = MJ8 House laces E DEL --AIR Duct System Summary Job: Date: Lot225ThornbrookMarco... 6/4/2014 KUMO - = COMM1,1111116 Entire House By: BENTLEY Actual Ln (1t) DEL -AIR HEATING & AIR CONDITIONING Trunk BATH 2 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax* 407.333.3853 Web: WWW.DEL-AIR.COM iLroject intormation For: Taylor Morrison FL External static pressure Pressure losses 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 0.163 in/100ft 1160 cfm 147 Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.163 in/100ft 1160 cfm Name Design 13tuh) Htg Cf M) Clg Cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (1t) Ftg.Egv Ln (ft) Trunk BATH 2 h 679 36 19 0.219 4.0 Ox 0 VIFx 24.6 85.0 st1 BED 2 h 1371 74 42 0.217 6.0 Ox 0 VIFx 25.6 85.0 st1 BED 3 h 1817 98 55 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING h 2381 128 81 0.226 7.0 Ox 0 VIFx 21.0 85.0 st1 DINING/LIVING-A h 2381 128 81 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY RM c 7556 248 349 0.165 10.0 Ox 0 VIFx 45.1 100.0 s12 KITCHEN c 3156 101 146 0.171 8.0 Ox 0 VIFx 40.4 100.0 st2 MASTER BATH h 1155 62 29 0.165 5.0 Ox 0 VIFx 45.6 100.0 s12 MASTER SUITE C 5746 187 265 0.163 9.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC C 107 3 5 0.171 4.0 Oxo VIFx 40.3 100.0 st2 UTILITY h 1761 95 88 0.298 6.0 Ox 0 VIFx 10.6 70.0 C wrightsoft- 2018 -Apr -0513,36'42 Righl-SuileO Universal 2018 18.0 10 RSU24011 Page 1 4C0% ThornbrookMarcoGRE%Lot225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) CIM) FR fpm) in) in) Material Trunk st2 Peak AV 601 794 0.163 742 14.0 0 x 0 VinlFlx sl1 stl Peak AV 839 936 0.163 671 16.0 0 x 0 VinlFlx C wrightsoft- 2018 -Apr -0513,36'42 Righl-SuileO Universal 2018 18.0 10 RSU24011 Page 1 4C0% ThornbrookMarcoGRE%Lot225ThornbrookMarcoGRE.rup Calc = MJ8 House laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx C wrightsafC 2018 -Apt -05 13 36 42 Z". • Right-Sude® Universal 2018 18.0. 10 RSU24011 Page 2 AC CIC ThornbrookMarcoGRE\Lot225ThornbrookMarcoGRE.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: Lot225ThornbrookMarcoGRE Builder Name: Taylor Morrison Street: Permit Office: City, Slate, 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 requirements The exterior thermal envelope contains a continuous air barrier not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Balls 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 light 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. Eleclrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids between fire sprinkler cover plates and walls or ceflinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400 4/5/2018 1:35 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: D 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). D Energy Performance Level (EPL) Display Card (one page) D HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 D 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) D A completed Envelope Leakage Test Report (usually one page) D If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 4/5/2018 1:34:57 PM EnergyGauge® • USRCSB v6.0 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: Lot225ThornbrookMarcoGRE Budder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:. 1589 sq.ft. Cond. Volume: 14778 cu K. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017: - _ -- -- - 1 Pa cfm 2 Pa cfm Tested ACH(50) ' 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6 Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage I Testing shall be conducted by either -114E STg7, performance results demonstrate compliance individuals as defined in Section • D = AO with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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: 4/5/2018 1.35 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS' Permit Number- FL, umberFL, 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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, 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 test, shall be open 4. Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the lest, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rale of no more than 0.3 cfm per square fool (1 5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/5/2018 1:35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Pagel 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals 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 airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconslruction lest. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41°C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heal trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the limes when heated water is used in the occupancy. 4/5/2018 1.35 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water healers not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/1 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to pen -nit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including- Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403 6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3• If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/5/2018 1.35 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 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 heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feel (914 mm) of the heater. Operation of such switch shall not change the selling of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired healers shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce 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 heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21 56 Pool healers fired by natural or LP gas shall not have continuously burning pilot lights 4/5/2018 1:35 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatofte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/5/2018 1.35 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 111 11 1 e IGTCHEN WALL I I v y I vssvIYaY I Irl If/P TYP. SHAMPOO NICHE awuooaiaa Ycwu•u tdl+sortaYsoaoee TYPICAL MASONRY 7'kltch,n WINDOW WIDTHS t vent to roof coo ji- 1MN00W CALL0U15 l TUB/SHOWER GL ENCL DETAIL a- su s..1 m Ycwu•u tdl+sortaYsoaoee TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS t w I rr IT D• IUTom1 u No 1MN00W CALL0U15 l b• ay ays aW Rx 7!• y OW NDS DY DW b YW NI.W NW I.Wgy 11W NDW 1fW AW 2a+IB j r.• tit as Q u 1 s;l f 6: VW. -A. W.. OU401M I:L a00v w 7NJ0423 a0 vri e Yrsie v WWW.:atTJNNCtUERaOWFCKWA vo(w"wrlmco mjaappe I.Pw W4x1%@Ba•on. as 111® W* 6 uYsr• rsac I• I.a• uwu I U 16.16 1.QCSjkFtU16+16 r.CW la' GATHERING ROOM OWNER'S SURE I 2 2 I,cd 12 So 1.cd 263 1 N \ 9• 1-1 s' is f. rrCHEN !. 42X42 A/C SL BY BLDR MIN u.a 2' FROM WALL DIINIG 0%°12 'g• 3' both duct U ,•Sg to roof cap OINITIGROOM i W/fan M ; ; 6• o Nutone 696RNB I i2 ws.a•ae vaerasa 16' ROOMS IUTom1 u No i .aa l 30 TON V/SKV l2e0v IPN Fes- I O,roY platform byy 12+6 1-4 10.6 Ifcd j 6• SS WN 19.17 01.n scot, .1/61-1-01O 2a+IB j r.• tit as Q u 1 s;l YWt w Lr•T0. DILA Yrsie v srrr male CAR GARAGE 1JIM wrr, We mss.. Y JP K ass " 0: 1190 ws.a•ae vaerasa o"` ROOMS IUTom1 u No OFa1.al O.R.YYa. 6 Fes- I b•YQ{aLID Y.•i4 Iu1 YWt Must have a minimum Clearance of 4 Inches around the air handler per the State Energy code. All duct has an rr6 Insulation V*MAIN FLOOR PLAN NO Lr•T0. DILA Yrsie v pg CAR GARAGE PoIt01 ass " av r..• RI .a C. rva w a,aul Raeiameailraalmnsr I Ilra 1 tN i a0t06 rrA its 1I Ir ParapOYIFlO•p---, Y---__-- I Q-Ivsalusmasmms IOI.OaQtl1Y1MIlvanaareotslrssrsaw Ydatl6 n IM II OO I 4' dr ,r duct t0 OOf Cao I • I ./d'Tfr vfnt } t-I an000o1[YL4 Volt Ya l Q I bo+ j1C I-e lfTl 0 'oa•Iuaa4l 0.Oau1>sm I•tam un I i 1 0• J N mussIM N I M4rJY+sOty I NDTES C q0 t4i 00 Y a t> g aQQQ Z vela r< O r O( n (TIC Z LU O O m O o In Y1 0 N O O O Q Q p p Z (U OO _jU W \ Q! 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THO _ r. • ; : ` :' HOUSE TYPE: MARCO LOT 225 W OPT: WATER SOFTENER DESCRIPTION AS FURNISHED: Lot 225, THORNBROOKE'PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 9, co O ~ LOT 224 CJY -: C Rp1,D uMATEDE A 14) PUTTED COMP OK j, 1014 PA 30. N COLONIES (PLA1 80 FI ORAD^' OD S' W DF oORPN X21MN E W BF% RDALL 5 764 2M FENCE EASEMENT 10 LINOS .Apr, WAS 2b.63r 35.28• LOT 225 \ 17.26' 7.83' 5.76' R-100.00' L-10.62' \ 90" P.C. _ D=18.22'30" R=100.00' L=32.07' C=31.93" CB -S J5'01'20" W LANAI 13.5 PROPOSED RESIDENCE MODEL: MARCO ELEV (INCLUDED) 2 CAR GARAGE RIGHT Nii o 0 T 0' VE 25.91' REL Q PROPOSEDa FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS fes PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS a 22.2• PROPOSED GRADE PER CONSTRUCTION PLAN '+ WALK APPROVED PLAINS 1012 Ok to construct single family home 15.52' with setbacks and impervious area shown on plan. /Ylorc& G -t4 390,% /Go- ROSE LANE 50' R/W) TRACT I BUILDING SETBACKS: FRONT a 25' REAR 15' SIDE = 5.0' SIDE CORNER - 10' Cri o 0 LOT 226 E0 5.20' PLOT PLAN ONLY* NOT A SURVEY) LVI 6./7z SO.hI LIVING 1,589 SO FT GARAGE 399 SO.FT ENTRY 78 SOFT. LANAI 107 SO. FT. BREEZEWAY= N/A SO. FT. DRIVEWAY 407 SO. FT. A/C PAD 12 SO. FT WALKWAY 52 SO FT. IMPERVIOUS - 39.0 R ION -RADIAL 2.644 SOFT. SOO 4 17A SO rT R/W = 362 SO.I'I. APRON = 130 SO. F 1. SIDEWALK = 156 SO. FT SOD = 76 SOFT. POPOSED INFORMATION SHOWN AREA = 7.Q4 SO. FT BASED ON SUPPLIED PLAN DRIVEWAY = 537 SO FI, AND/OR INSTRUCTIONS PER SIDEWALK - 208 SO FT CLIENT(NOT FIELD VERIFIED) I SOD = 4,204 S. -.r7 CRUSIETNAIEIYE'R—SCOTT do ASSOC., INC. — LAND SURVEYORS LEGEND - LEGEND - P PLAT PDE vo1NT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r rICLD ITP. ON LINE TYPICAL NOTES., IP. IRON IPC RC, POINT Or REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIM BOARD Or IREA IRON ROD CONCRETE MONUMENT RADE POINT G COMPOUND CURVATURE RADIAL PROFESS/0NA1. SURVEYORS AND MMPERS W CHAPTER W-17 FLORIDA ADWNIFIRATiVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES SEi IF. IZ' Ut ./RED 439{ MR.RADNR. ION -RADIAL R UNLESS CM90= WITH SURVEYORS SIGNATURE AND ORICUW. "SED SEAL THIS SURVEY INP OR COPIES ARE NOT VALA RCC. RECOVERED VP. WITNESS POINT L THIS SURVEY WAS PREPARED FROM TIRE WFORWTTON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RCPWWNS PA.B. POINT OF BCGINIINGCALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY P.D.C. POINT Or CONNENENTNCC RA PERMANENT REFERENCE MONUMENT 4, NO VNDLTIGRW/ID IMPROVEMENTS (LAVE BEEN LOCAWNTEDUNLESSOTHERWISESHO. CENTERLINE rF. WISHED FLOOR ELEVATION S. TMS SURVEY S PREPARED FOR THE SOLE DENCRT OF THOSE CERTIFIED TO AND SHOULD NOT BE RUED UPON BY ANY OTHER ENTITY. NLDR/VCSN NAIL L DISK RIGHTENT NAY BSLBA WILDING SETBACK LINE BENCNOWRK B. ON04 MS SHOWN FOR THE LOrAnoN of IMPRoy"am NDKoN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARr UNEs. ESMT. EASEMENT Bi MSC BEARING 7. DEMINGS. ARE BASED ASSUMED GRAM AND ON THE UNE SHOWN AS CKSE BEARING (B.B. ) DRAIN. DRAINAGE B. ELEVATIONS, P SHOWN, ARE BASED ON /N110HNL G[D0E7IC GNY OF /OFD. UNLESS OTHERWISE NOTED. UTIL UTILITY B. CERTIFICATE OF AUTHORMATION N4. 4500. CLIC. VDrc CHAIN LINK FENCE WOOD FENCE C/B CONCRETE ROCK SCALE N- 1' 20 DRAWN BY: ••4 P.C. P.T. DESC. POINT OF CURVATURE POINT or TANGENCY DESCRIPTION CERTIFIED BY.- DATE 0. ORDER No. RL RADIUSARCLENGTH PLOT PLAN 04-05-18 2094-18 D DELTA C CHORD GR CHORD BLARING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WTTHIN -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' X. GRUSE EVER, R.L.S. 1 4714 ZONE X. MAP 1 12117C 0055 F. J S W. SCOTT, R.L.S 1 4801 rs2 11 --elf /L(J,fe 44 6146. L cm ) STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 SI Johns Pkwy STRADAN NEC 2011/FBC 107 SANFORO.FL 877.906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5.8.2012 MODEL: MAa BUILDER TAYLOR MORRISON SUBOIVISON mist TOTAL OTHER LOAD 31364 FIRST IOKVA@100% 10.000 REMAINDER @ 40% 8546 LARGESTLOAO 8290 TOTAL LOAD 26 836 V.A./ 240VOLTS= 1 112 SIZE RECOMMENDED I 150 MINIMUM PER 150 SERVICE SIZE: I I NEC 4032 10000 6500 5040 10000 VOLT/AMPS LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 6168 8290 5200 Includes Heal Pump and Heal Strips on together @100%. 5200 Square feel living area 15881 3 volVa 5000 3250 4764 Small Appliance Circuits 3 5000 3250 0 4500 Laundry Circuit 1 3250 0 5 5 KW SETUP 1500 Dishwasher 1 0 8290 1500 Water Healer Range 1 1 304500 D 8000 1 a1 Oven 2 C 0 Cooktop Microwave 1 O 6 0 1100 Dryer 1 00-:0 5000 Disposal 1 0 500 Pool 0 N mist TOTAL OTHER LOAD 31364 FIRST IOKVA@100% 10.000 REMAINDER @ 40% 8546 LARGESTLOAO 8290 TOTAL LOAD 26 836 V.A./ 240VOLTS= 1 112 SIZE RECOMMENDED I 150 MINIMUM PER 150 SERVICE SIZE: I I NEC 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 11-K4kyj TON QTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 8290 Vlrli k 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. AREA EXPOSED Total Truss 0uantlty = 93. D COPY 4— rj0 4 EMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND 8- 1812 Isr.d fir rw zf ATTENTION! 44661 s y.. ` Foi i'1e REFER TO BCSI -81 Trm T Itw bp wt 1v 4w myM LD. InOtt = qa 'ts arb tmw OR .f. General Notes 1) w pwd cb" bw ad V ad 69 d.. ba. d 4 de. pw i pww 9m b bo"" iu " Oa .ib • 2)M•b.ggm..dr.. ma 8)r6s*w4bN'atON. drW. dr 4) pw 1m Fmb Iib ®-01 rma dlfa M.nr IaiA dN.l M M.e. d • d..e *sy IS at as 00 ww to M Add d 0 mia d 21 bwa ad m am. 4o4w1 -" dmfs M1a nl b Iv a7 .d4d bsM ddi ROOF LOADING SCHEDULE TCU. 20 PSF T& TCOL 17 PSFPSF BCDL 10 PSF TOTAL 47 PSF DURATION - 125 x WIND SPD/TYPE- 150 @!CLAS® BLDG EXPOSURE e C USAGE - RIi9 ENTIAL CAT 0 NAND IMPORTANCE FACTOR- 1 UPLIFTS BASED ON- 92 PSF DESIGN CRITERIA FBC 2017 TPI 2014 7— m®lv d-ip A mmoaw pum m fa ASCE 7-10-d ma®m face 6m bmh mgvm- sd d.ddup ad mm wed faa aaama qmm. Tbmv b.. baa— duaagm r o d10.pd m mmnm bm—,bd bisLOORLOADING SCHEPSFDLPSFTALJULPSF ROOF rrDFMGMW FOR SH1NGIISLEIIPuff AIL MWnONS OV®A 5000/ AND UPL813 OVER 1000// An SHOWN ON MCDO?Ydt N(;; WALL im 09-4• DESC7®II)N Duf. DATE s airr r s rrr ger ! L'aw DESCfpR011 DQ. DATE ffi CARPENTER CONTRACTORSffl--OF AMERICA 3900 AVD" G k W. WINTER WWEN iLD(IDA 33880 P.OE.(BDW 961~8806 rA16 (863) 291-2188 BUILDER :TAYLOR/MORRL90N PROJECT: THORNBROOS MODEL 7830-1080/11®/7RAD CCA PROJ/MODEL/ALT 9A8/9A7 158SX/02 ALT DESC 18• : 6'-8' COV LANAI OTC LOT 225 BLOCK DESIGNER RWM PAGE 109/29/2016 63708R 1 S1'/4" '=1' ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 Model/Building: 1585E Lot Alt: 02D THORNBROOK Lot: 225 Block: Unit: ° Address: JobNumber: N333706 Revision Date: New Load #: RD01 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 ILVVI VL_In1 L- ,IT. 1 .NJ THIS OVG PREPARED FROM COMPUTER INPUT (LOCOS I DIMENSIONS) SUBMITTEO BY TRUSS MFR. 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 14 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 k inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENOS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A HINiNMUM OF 1116, 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) 6bsbogbacfp6et6idsOet61618••651 Design Crit: TPi-2002(STO)/F8C T TYP. Wave C RT=1.00 1.25 IO 0 7.31.11 Vallee•• TIW1C{ ecou1RE CITt(11I Cat[ 11 rgeCATIO.. NAMLING. {M1//1M. 1111T.tt1Nt .as GRAcI G. rt t t arta Ta 1Ct1 (fullal e 9"O.M.r 3.19" WON -10.). IVRIIM(O 1, Al (T.us$ K",IYfTITVr{. 111 YORI. L(( STe(r. SUIT( $e. aEIAmeA. ra. 41]44) .No OCA (%NO ICU$$ COUNCIL 0, an ic.. . . TC LLPSF TC OL 8C OL 8C LL TOT.LO. 9W 'Islas LAn. M.o1feR. UI 63110 If. {119TT PRACTIOCI PRION r0 PpFOOUN Tqu IUKTIw11. Va( oTN(IVI{( IIOICIT(O TOP CNORO ]NULL PUTC P..PCRLV ATTACMEO STAUCTURAL P.PELt ANO COTTON CffQW {MILL N l 0 DATE 07/28/09 A PROPE tl ITTACMEO QGI0 C(ILING. ENSf AR36 IMPORTANT"nPa1tM . CoPT h lois ocim To In IN{TILL•TICN COMT..CT... ITV MCA. INC. tM.a . 1 ALPINE R .(000Iuc rON .RT eTLrNN IPOM rMlf OfN.q ur rNlVe ry WILD In Touts IM cwrOLwNcc nr. rn1 at Iq.ICa TI M. Ma.11Lltl. t.IPPI t. I.CT•tll.f / 4-1.3 0I T.W.ts. NO. 52212 Z O1111R CONI OCMI YITN AMLIG{t1 110111 W1 OI 1.1 (.11.1 11111.1•c C. tT AI Na/ 1.. T.I. ITV .CC CONPMet PIAiU Al( Rapt CI t0/t1/ICM (V,N/SS/q .]TM .ffl We( 10!60 <N../M. i{1 Il " 11. a.ILI nw6uIldlnpOvmpononbOmuyInc. 1llII1C7 C1 FL 3384) FLCOA/0278 a Its To c.c. Ile a. nUSf AMC. UXL({t OTR(el1( tOCAT(p OY TMU Ot31{M. 1031TIa1 •c. Duna" too.-?. Mr Iq•(CTIeN K .LATCI /µOno 11 (II fnµtE r[R •MRI..] A 11II•10.1 tic. 1. • µ.t of TMIf Dano W14rp aCCOURt M all ON tNUMtpIMt a{PMtIfILITI WULI Ia. INC ntaf Cp0 M( YI OU1{Y 3N0.. TNt'u".4 tlTl am 08 OF M13 COMPONENT FOR .1Y 691tp114 13 119 tgPON3l6lL1" OF INC fmtout oeuG.(. •a ..0/m tee. r. STATE of JUl fOibgL rt t t TC LLPSF TC OL 8C OL 8C LL TOT. LO. PSF PSF PSF PSF REF R081. 48357 DATE 07/28/ 09 ORW Mcusaoel 09209398 HC -EMG OR/ OR AR36 OUR.FAC. FROM SPACING JREF- 1TT0081_ Z18 Yee 6666. :. 6666.. .._ :._::_...>:-..: . • .:•' '• 6,:66,:6; .:. 6666 . Ihas'oiiryConi eliton; - -::_6666_ .--: _ -; •- - -..--.;:: --r-- ,..,--,-,- I , Z HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . 7 galvanized steel. JJJ • 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 235: 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 2yi at 100% of the table load. For allowable loads on HU products not listed In the table request technical bulletin T HUHUCTTN (seepage 231 /or detalls MATERIAL: 14 gauge FINISH: Galvanized, ZMAX4' and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using''/: x2%* hex head Simpson Strong -Tie• Then* screws or for concrete walls using Y: x 1 %* hex head Titen screws. Titen screws are not provided. Drill the 35: diameter hole to the specified embedment depth plus W. Ahematively, drill the Me 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 rapacit)k The hangers should -be installed such that a minimum end and edge distance of I W is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. StrongTie HUC410 These products are arailable wiM additional corrasion protea/on. Add bona) products on this pope may also be 8MUWe INO M/S option, check wlM Simpson Strono-Tie for daWk Model No. H526 W 194. Dimensions H 355. B 2% CMU 4-%x23:Titen Fasteners Concrete 4-%xl%Tden Jell 2-10dx1% Allowable Loads (DF/SP) Uplift Down 160) (100/115/125) 290 1545 Code Rel HU28' 1946 59 2% 6-%x23: Then 6-Y4xl%Tden 4-1060% 575 2400 H5210 195. 7'% 2Y4 8-%x2YTden 8-%x1%Titen 4-1061%. 575 2400 HU46 3%s 594. 214 1 12-%x23:Titen 12-%x1%Tden 6-10d 1085 3950 HU26-2 3% 5% 214 12-%x2YTiten 12-Y4x1%Tden 6-10d 1085 3950 HU48 3%s 6195. 2% 14-Y.x2%Titan 14-Y•x13:Ttten 6-10d 1085 4350 170 HU28 2 ' 3'% 7 2'% 14-%x2%TRen 14-%xl%Tden 6-10d 1085 4350 HU410 3%s 8% 2% 18-'/44%Titen 18-Y•xl%Tden 1D -10d 1810 5085 HU210.2 3% 81349 2'h 18-Y4x29:Tden 18-%xl%Titen 10-10d 1810 5085 HSURIL26-2 3% 4'356 2%. 12-%x23: Titen 12-Yxl%Then 4-16dx2% 815 2625° UP"" 1- leve wen nrcreaseo ror wino or eannquake icading with no further 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 25W psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45• and achieve the same loads. 4. See page 159 for Tden screw information. Use stainless-steel Ther* screws and products In exposed applications. Tabulated loads appy 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 urdmaVn or fastener calculation values. 7. NAILS: 16dx2% = 0.162' dia. x 2'W long, I Oil - 0.148' dia. x 3' long, 106114 - 0.148' dia. x 1 W long. See page 22-23 for other nail sizes and Information. 1' HU410 Installed on Masonry Block Sidewall HUC410 Installed on Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sidewall W W Z = E s 7. ::.. -. ... • 4 :h`: .: - .:.:.,... .. - .: Plafed Titrss Connectors .; ' , • ' MIME!!! SIMPSON Min• Dimensions Strong Tie Alternate Allowable Loads (+/:' Maximum Hanger Gap) Model Min• Dimensions Fasteners DF/SP Allowable Loads OF/SP Allowable Loads SPF/HFAllowableloads SPF)HF No. HeelHeight W H B Carrying Carried UpIiH Floor Snow Rool Wind Uplift Floor Snow RoolF(160) nd Code Roof WindMembe9 Member Member 160) 100) 115) 125) 16D) 160) 10D) 115) 125) Rel. DOUBLE 2x SIZES SINGLE 2x SIZES HGU026-2-SDS3 12 3me 57% 14 NTU260 3'h 1% 57h. 3'h 20-16d 11-10dx1'b 670 2735 2735 1 2735 2735 575 1725 1725 1725 1725 7330 7330 HTU26(Min) 3% 1% 5% 334 20-16d 14-10dxl% 1175 2940 3100 1 3100 3100 1010 1955 1955 1955 1955 2475 HTU26 Max 5'h 13i 5'/+. 3'h 20-16d 20-10dx1'h 1215 2940 3340 3600 3760 1045 2370 2370 2370 2370HTU28Min HGU026 3 SDS4.5 135 714. 3% 26-16d 14-10dx1Y1 1125 3770 3770 3770 3770 970 2825 2825 2825 2825 17, L17, HTU28(Max 7% 7Y. 1% 7% 3% 26-16d 26-10dxl% 1920 3820 4340 4680 5015 1695 3285 3730 3765 3765 F22HTU210(Min) 37A 1% 935. 314 32-16d 14-10d)114 1250 3600 3600 3600 3600 1075 2700 2700 2700 2700HTU210 (Max) 9'/. 154 914. 3'4 3216d 3210dx1'h 3255 4705 5020 5020 5020 2800 3765 3720 3720HGU028-4-SDS6 12 635. 735..'x6' 6)'/.'x6' 4020 8400 8860 8860 8860 2890 6050 6380 6380 6380 F22 3765 3765 3765 8 ''/.'x6' 4170 10260 10260 10260 10260 3000 7385 DOUBLE 2x SIZES 7385 7385 HTU26 2(Min) 37x4 3%s 5'h. 3'h 20- 16dE226-10d 0d 1515 2940 3340 3500 3500 1305 2205 2205 2205 5040 5165 5165 HTU26-2 Max) 5% W. 5N. 3% 20-16d0d 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205 2205 5280 HTU28-2 Min 3% 335• 715. 3'h 26-16d0d 334 87h 4 1490 3820 3980 3980 3980 1280 2985 2985 2985 2985 17, HTU28 2(Max 715. 3'h 26-t6d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17HTU2102 MinttVs 335. 9'h. 314 32 16d0d 1755 4255 4255 4255 4255 1510 3190 3190 3190 3190 F22 HTU21D-2 Max)1914# 314 32-16d 3210d 3855 4705 5345 5766--f-r>476 3315 4045 4595 4855 4855 See tahk 1mtnM.e 11C HGUD hangers provide similar capacities as HGUS double shear hangers, but they use SimpsonStrong -Tie' Strong -Drive* SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 414' 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 harfgers cannot be modified. CODES: See page 13 for Code Reference Key Chart. HGU028-2 H Model Dimensions SDS Fasteners OF/SP Allowable Loads SPF)HF Allowable Loads No. Ga doWHBrriedUpIiH' Floor Snow Rool Wind UpIiH' Floor Snow Roof WindMembe9Member150) 100) 115) 125) 160) 160) 100) 115) 125) 160) DOUBLE 2x SIZES HGU026-2-SDS3 12 3me 57% 14 12)'/k3' 4)'/'x3' 1635 5040 5565 5565 5565 1175 3630 4005miflHGU028-2-SDS3 12 335. 736 4 20)'/.'x3' 6 '/.713' 2565 7330 7330 845 5280 5280 F2HGU0210-2-SDS3 12 334. 934e 4 28 '/.5c3- 8)'/'x3' 3440 7415 7415 7415 7415 2475 5340 5340 TRIPLE 2x SIZES HGU026 3 SDS4.5 12 4'35. SYi 4 (12) Yik4Yi' 4 Y.'x4'h' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU0283SDS4.5 12 4'31, 7'/. 4 1(20) 0114. 6)'/'x414' 2565 8400 9175 9175 9175 1845 6050 6605 6605 6605 F22HGU02103SDS4.5 12 4'44. 915 4 28)15'x414' 8)''/.'x4'h' 3440 9745 9745 9745 9745 2475 7015 7015 7015 7015 QUADRUPLE 2x SIZES HGU026-4-SDS6 12 631. 57% P4(28) x6' 4)'/.'x6' 2375 5040 5165 5165 5165 1710 3630 3720 3720 3720HGU028-4-SDS6 12 635. 735..'x6' 6)'/.'x6' 4020 8400 8860 8860 8860 2890 6050 6380 6380 6380 F22HGU02104-SDS6 12 6l4. 936'x6' 8 ''/.'x6' 4170 10260 10260 10260 10260 3000 7385 7385 7385 7385 4x SIZES HGUO46-SDS3 12 335 4%. 4 12 '/.'x3' 4)'/k3' 1635 5040 5165 5165 5165 1175 3630 3720 3720 3720HGU048-SDS3 12 3% 6% 4 20)%)e- 6)Y.'13' 2565 7330 7330 7330 7330 1845 5280 5280 5280 5280 F22HGU0410SDS3 1 IInnR I -A, Lam... w....:.__'-'. 12 334 87h 4 28 '/'x3' 8)'/.7t3' 3440 7415 7415 7415 7415 2475 5340 5340 5340 5340 further increase allowed. Reduce where other loads govern. 2. Wind(160) is a download radng. 3. Truss chord cross -grain tension may limit allowable loads In accordance with ANSI/TPI 1.2007 Simpson Strong•Tiea Connector Selector," Software includes the evaluation of cross -grain tension in Its hanger allowable loads. For additional information, contact Simpson Strong -Tie, 4. Simpson Stronp•Tle Strong -Drive screws are permitted to be Installed through metal truss plates as approved by the Truss Designer, provided the requirements Of ANSI1 PI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drf/ling requiredthroughtheplateusingamaximumof34r' bit). a. aur screws mat penetrate all plies of the supporting girder (screws must penetrate a minimum of f' into the last truss ply) 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 piles not penetrated by the face fasteners, as determined by the Designer. 6. The supporting girder inns must have adequate thiclaless 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 substituted for the longer SDS screws with no load reduction. 7. For Installations to LSt, use the DF/SP table loads. 137 SIMPSONj"HTUPF,,,unl Truss Hangers St'°lnigTe rl , 136 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 3Y:. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Aftemate allowable loads are provided for gaps between the end of the truss and the carrying member up to'h' max. to allow for greater construction tolerances (maximum gap /or standard allowable loads is 94' perASTM D1761 and D7147). MATERIAL 16 gauge FINISH: Galvanized INSTALLATION: Use all specked fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for ma dmum values. See alternate installation for applications using the HTU26 on a 20 carrying member or HTU28 or HTU210 on a 2x6 carrying member tor additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart Standard Allowable Loads VjV Maximum Hanger Gap) HTU26 Min He Per carrying memoer HTU Installation for Standard Allowable Loads For !4' maximum gap, use Allemate Allowable Loads.) Alternate Installation - HTU28 Insblled on 2x6 carrying member HTU210 similar) Model No. Min. Heel Heigh I imensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code pet, W H B CarryingMember Carried Member Uplift 160) Floor 100) Soow 115) Rool 125) Wind 160) Uplitl 160) Floor 1 0) Snow 115) Roof- 125) Wind 150) pe). In. Member Member Member 160). SINGLE 29 SIZES 115) 125) 150) 160) 100) 115) 125) 160) HTU26 3'h 136 575. 3% 20.1611 11-10dx1'h 730 2940 1.3045 3045 3045 1 630 1920 1920 1920 1920 HTU26(Max) HTU26 Min 37A 1% 57/u 311 20.16d 14-10dxl % 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 2-24 HTU26(Max) 5'h 1% 574. 3'h 20-16d 20-10dxl% 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17, HTU28 (Min) 37A 1% 7'As 334 26-16d 14-10dx1'h 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 Max T/. 1% 715. 3'h 26-16d 26-10dxl% 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 FITU210 (Min) 37h 134 915. 314 321611 14-10dx1'h 1330 4355 4355 4355 4355. 1145 3265 3265 3265 3265 HTU210 (Max) 9'/ 1% 9% 3'h I 32-1611 32-10dx1'h 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26-2 (Min) 3'h 335. 57f. 311 20-16d 14-106 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26-2 Max) 5% 315. 57As 3'h 20-16d 2040d 2175 2940' 3340 3600 4485 1870 2530 2870 3095 3855 17, HTIM-2 (Min) 3'h 3'h 26.16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 L17, NTU28-2 Max 7Y. 314 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210-2 (Min) 37b 3%s9'/* 3'!. 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210.2 (Max) 9'/. 3%1 32-160 I 32-10d 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the Joist (or truss) end and ANWIVI iquur. „mpson aaong-ne- uu,mcc,u, anccm„- ou„na,a a, m,maa the carrying member. the evaluation of cross -grain tension in its hanger allowable loads. For additional 2. Minimum heel heights required for full table loads are based on a minimum 2112 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 %I nails Into the header and reduce the 4. Wind (160) is a download rating. allowable download to 0.70 of the table value. The allowable uplift is 1007E of 5. For hanger gaps between'/: and 14' use -the Alternate Allowable Loads. the table load. 6. Truss chord cross -grain tension may limit allowable loads in accordance with 8. NAILS: 16d - 0.162' dia. x 315' long, 10d = 0.148' dia. x 3' long. 10dx1''A = 0.148' dia. x 114' tong. See page 22-23 for other nail sins and Information. Alternate Installation Table for 20 and 2x6 Carrvina Member 1. See table above for dimensions and additional footnotes. 4. NAILS: 150 = u.tti[- at& x sw rong, juma n - u.,4o u,a. x 177 ,umv. 2. Maximum hanger gap for the ahemate installation Is W. See page 22-23 for other nall sizes and Irdorn ation. 3. Wind (160) Is a download rating. Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model No. Heel Heigbi Carrying Carrying Carried Uplift floor Snow Root Wind Uplift floor Snow Roo) Wind pe). In. Member Member Member 160). 100) 115) 125) 150) 160) 100) 115) 125) 160) KFU26(Min) 3% 2-2x4 10.16d 14-10dxlA 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26(Max) 514 2-2x4 10-166 20-10dxl% 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, L17. KRI28 (Max) 7'/. 2-24 2016d 26-10dx114 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 HTU210 (Max) 9'/. 22x6 20.16d 32-10dxl% 2760 2940 3340 3600 3905 2375 2530 2870 3095 1 3360 1. See table above for dimensions and additional footnotes. 4. NAILS: 150 = u.tti[- at& x sw rong, juma n - u.,4o u,a. x 177 ,umv. 2. Maximum hanger gap for the ahemate installation Is W. See page 22-23 for other nall sizes and Irdorn ation. 3. Wind (160) Is a download rating. Plated;Triiss.C4nnecfors. ' -': ' •. - ''",: `•••:_ -'• •-•- - - -_ • ---••-,- - FACE MOUNT HANGERS hese products are 8"a1W8 wltir additional corroskM protection. Additional products on These products am ' • Mis page may also be awliable with this option, check wyA Simpson Stmn 7k for deiaAF, , S1ural-Connectorscrew See page for Inform trona SD Model Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable LoadsHeelGaNo. Height W H B carrying Canted Uplift' Floor Snow Roof Wind Uplill Floor Snow Rool Wind Code Member Member (160) (100) (115) (125) (160) (160) (100) (115 Rel' 125) (160) DOUBLE Zx SIZES LUS24-2 21% 18 3% 3K 12 1 4-164 I 2-16d LUS26-2 440 800 910 985 1250 380 680 780 845 10700-. 1B 314- 4% 2 1 4-164 I 4-16d1165 HHUS26-2 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17 43;. 14 334 C.0 3 14-164 6-16d HGUS26-2 1550 2785 3155 3405 4265 1335 2390 2710 2925 366543412335. STA. 4 1 20-164 I 8-16d LUS28-2 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 434. 18 315 7 2 6-16d 4-164 HHUS28-2 1165 Pilo 1500 1525 2060 1000 1125 1285 1390 1765635. 14 334 7t/. 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 n F6, L17 HGUS28-2 6%. 12 334 734 4 36.16d 12-16d I LUS210.2 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17,F23634. 18 314 9 2 8.16d 6-16d HHUS21D-2 8% 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17, F6,L17143%, BY. 3 30.164 10 164 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765HGUS210-2 834. 12 334. am_ 4 46 l6d 16-164 4095 9100 9100 9100 9100 3525 7465 7730 7825 7g 5 n L17,F23 TRIPLE Zx SIZES HGUS26-3 4'34. 12 495. 554 4 20164 8164 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-3 6'34. 12 4% 7Y. 4 36.164 I 12-164 1 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415HGUS210-3 894. 12 4134. 9% 4 46164 16164 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, Lt7, F23HGUS2123103612494103; 4 56 164 20 164 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255HGUS214-3 12% 12 4%112Y. 14 1 66-16d 22-164 1 5515 10100 10100 1 10100 1 10100 4745 8685 8685 1 8685 8685 QUADRUPLE 2s SIZES NGUS26-4 5'% 12 634. 57A, 4 20-16d 8-164 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795HGUS28-4 7% 12 634 7i4. 4 36-16d 12-16d 3235 746p 7460 7460 7460 2785 6415 6415 6415 6415HGUS21049% 12 634. 934. 4 46164 16164 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17, L17, F23HGUS212-4 10% 12 635. 1035 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255HGUS214-4 12% 12 6%. 1236 4 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 4: SIZES LUS46 43i 18 334. 43: 2 4-164 4-164 HGUS46 1165 1030 1180 1280 1625 1000 880 1010 1090 1385 17, F6, L17435. 12 335 4'S. 4 20 l6d 8 16d I HHUS46 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795434, 14 335 534. 3 14-16d 6-164 LUS48 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17, L17, F23 435 18 334. 6% 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765HU1_148 6 7 2 6-16d 6-16d I HHUS48 1550. 1595 1815 1960 2470 1550 1365 1555 1680 2115 17, F6,L17 6'fi 14 335 714 3 22-16d 8.16d HGUS48 2000 4215 4770. 5150 6440 1720 3615 4095 4415 5535634. 12 335 735. 4 36-164 12-16d LUS410 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 6Y. 18 3%6 BY 2 8-164 6-16d HHUS410 1745 1830 2090 2265 2870 1500 1565 1785 1935 24558if143% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 C/ 'L17 HGUS410 8%s 12 3% 9%6 4 46-16d 16-16d HGUS412 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F2310% 12 3% 1034 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255HGUS41411%. 12 335 1234.4 66-16d 22-16d 5515 10100 10100 1 101001 10100 1 4745 8685 8685 8685 8685 17,L17 1. Uplift loads have been increased 60% for wind or earthquake loading with no further ANSI/TPI 1.2007. Simpson Strong-TieG Connector Selector's Software includesincreaseallowed. For normal loading appficatlons such as cantilever construction - the evaluation of cross -grain tension in its hanger allowable loads. For additionalrefertoSimpsonStrong -The• Connector Selector•soMvare or conservallvelydividetheupliftloadbyto1.6. information, Contact Simpson Slrong-Tie 2. Wind (160) is a download rating. S. Loads shown are based on minimum of 2- 2x ot 3. Minimum heel height shown is required to achieve full table loads. members, use 16dx2W nails into the header and 166dd commons into a olsl WithhnnoFor minimum heel height, see technical bulletin T-REDHEEL less than load reduction. With single 2x carrying members, use 10dxl W nails Into the headerseepage232fordetails). and 10d commons Into the Joist. and reduce the load to 0.64 of the table value. 4. Truss chord cross -grain tension may limit allowable loads in accordance with 6. NAILS: 16d - 0.162' dia. x 354' long. See 22-23 forpage other nall sbas and information. 135 Vii:........ ... 'J P/afed:TnissaConn'ectois. fp This product is preterable to similar connectors because of a) easier installation, b) higher /cods, c) lower Installed cost, or a combination of Mese featares. All hangers in this series have double shear nailing — an Innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, the MUS otters a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAX° coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (31/,•) 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. Ir..i i • i Min. Heel Height Ga hese products are available with additional corrosion protection. Additional products on this page may also be available with Mis option, I Fasteners •- W H check with Simpson Strong -Tie for debuts. I Carrying Member as These products are approved for installation with the Strong -Drive SD See 27 for more intomration. Model SINGLE 21 SIZES Structural -Connector screw. page Model No. Min. Heel Height Ga I1.1 I Fasteners •- W H 8 I Carrying Member Carried Member Code Model SINGLE 21 SIZES Floor 100) Snow 115) SIL, 2% 4% 18 115, As 3A 4% 1% 1% 4-10d 4-10d 2-10d 4-10d MUS26 4"r5, 18 1l5, I 134 2 Model No. Min. Heel Height Ga Dimensions I Fasteners •- W H 8 I Carrying Member Carried Member Code Model SINGLE 21 SIZES Floor 100) Snow 115) LUS24 LUS26 2% 4% 18 115, As 3A 4% 1% 1% 4-10d 4-10d 2-10d 4-10d MUS26 4"r5, 18 1l5, 5%, 2 6.10d 6-10d HUS26 445, 16 1% 5% 3 14-16d 6.16d HGUS26 4%, 12 1% 5% 5 20-16d 8-16d LUS28 4i5, 18 1l5, 6% 1% 6-10d 4-10d MUS28 6%e 18 11A, 695, 1 2 8-10d 8-10d HUS28 6% 16 1% 7 3 22-16d 8-16d HGUS28 6l5, 12 1% 7% 5 36-16d 12-16d LUS 4Y. 18 1% 71% 14: 8-10d 4-10d HUS210 8% 16 1% 9 3 30-16d 10.16d 1. See table on page 135 for allowable loads. . 1'for?x+; 11th' for 4x's 0 .. e 0 B LUS28 6 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) 6MUS28 c 4 :.,., q s q dr HGUS28-2 IMPSON s c • c 2 HUS210 HUS26, HUS28, and HHUS similar) I y HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) Double Double Shear Dome Double Shear Nailing Nailing Side View Sheare Side View :.'• (available on Nailing Do not some models) Top View bend tab U.S. Patent 5,603,580 Note: For dimensions and fastener information, see table above. See table footnotes on page rsu. OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model Uplift' 160) Floor 100) Snow 115) Roof 125) Wind 160) Up1ifl' 160) I Floor 100) Snow 115) Roof 125) Wind 160) Uplift' 160) Floor 100) Snow 115) Root 125) Wind 160) Ref, SINGLE 2s SIZES LUS24 LUS26 490 1165 670 865 765 990 825 1070 1045 1355 490 1165 725 940 830 1075 895 1165 1135 1475 420 1005 575 740 655 845 705 915 895 1160 17, F6, Ll! MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 HGUS26 1550 1765 2720 4360 3095 4885 3335 5230. 3335 5390 1550 1765 2950 4725 3335 5290 3335 5390 3335 5390 1335 1520 2330 3750 2650 4200 2820 4500 2865 4635 L17 LUS28 1165 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17, F6, L7', HUS28 HGUS28 2000 3015 3965. 6745 4120 6970 4220 7125 4335 7275 2000 3015 3790 6460 3960 6705 4070 6870 4335 7275 1720 2595 2905 4960 3035 5160 3125 5290 3435 5745 L17 LUS210 1165 1340 1525 1650 2090 1165=1445 1660 1795 2270 1005 1145 1305 1415 1745 17 F6, Li; HUS210 3000 4255 4445 4575 5020. 3000 4105 4310 4450 4930 2580 3150 3315 3425 3615 Note: For dimensions and fastener information, see table above. See table footnotes on page rsu. i 901neered i d,6.SDuctural Composite LuniberConn;i;' FACE MOUNT HANGERS - STRUCTURAL COMPOSITE LUMBER These products are arallable wIM addldonal corrosion profecGon. Additional products on MIs page may also be amlable with this option, d=k wo Simpson Strong -77e for detalh. CODES: See page 13 for Code Reference Key Chart 1. 3 o 'o Z .z A Joist Joist Size Model No. Ga Dimensions Fasteners Allowable Loads Code Rel. Min/ DF/SP Species Header SPF/HF Species Header W H 8 Mas Face Joist Uplift Floor Snow Roof Floor Snow Root ( 160) .(100) (115) (125) (100) (115) (125) 1%x514 HU1.81/5 14 194. 5% 214 Min 12-16d 4-10dxl% 610 1785 2015 12165 1540 1735 1865 19,L12,F819;. 533 2'h Max 16-16d 6-1Odx114 915 2380 2685 12890 2050 2315 2490 1%x7% HU7 14 I % 6'K. 234 Min 12-16d 4-10dxl % 610 1785 2015 2165 1540 1735 1865 19, F8, L12195. 6'15. 2% Max 16-16d 8-10dxl% 1515 2380 2685 12890 2050 2315 2490 HUS1.81/10 i61'15. 8% 3 - 30-16d 10-16d 3000 5135 5295 15400 4705 5105 5195 I9.F23 13: x 9'h HU9 14 194. 935. 234 Min 18-16d 6-1 Odx134 915 2680 3020 13250 2305 2605 2800 19, F8, L12195. 935. 2% Max 24-16d 10-1Odx134 1895 3570 4030 14335 3075 3470 3735 HUC01.81/9-SDS 194. 9 3 - 8 -SDS Y**xl W 4 -SDS %k1 %' 1505 2000 2300 12500 1440 1655 1800 19, F23HUS1.81/10 16 1'34. 8% 3 - 30-16d 10-16d 3000 5135 5295 15400 4705 5105 5195 1 % xHU11%-11% 14 15111 ". 1114 2% Min 22-16d 6-10dxl % 915 3275 3695 3970 2820 3180 3425 19, L12,1`81'35. 11'R. 2% Max 30-16d 1D-10dxl% 1895 4465 4705 4810 3845 4340 4600 HUC01.81/11-SDS 195. 11 3 - 10•SDS%'x13:' 4-SOS'/5r13:' 1505 2500 2875 3125 1800 2070 2250 19, F23 1%x14 HUS1.81/10 16 1'35. 8% 3 - 30-16d 10-16d 3000 5135 5295 5400 4705 1 5105 5195 U14 I% 10Y. 2 - 14-16d 6-10dxl% 1110 2015 2285 2465 1735 1965 2120 19, F8, L12HU14 14 195. 13'15. 234 1 Min 28-16d 8-10dxl%' 1515 4165 4420 4505 3590 4050 4335 195. 13'X. 2'h Max 36-16d 14-10dx1'h 2015 5055 1527515420 4615 5000 5130 HUCOI.81/11-SDS 195. 11 3 - 10•SDS'/.k13:' 4-SDSY.'xlW 1505 2500 2875 3125 .1800 2070 1 2250 19.F23 3%x 7% HU48/HUC48 14 335. 695. 2% Min 10-16d 4-10d 760 1490 1680 1805 1280 1445 1555 19 L17 F6334. 694. 2'h Max 14-166 6-10d 1135 2085 2350 2530 1795 2025 2180 HUS48 334. 61%. T2 - 6-16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3% 434. 4 - 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19,F23 HHUS48 14 3% 7% 3 - 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 714. 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19, F23 3%x 1 9% -9% U410 16 335. 8% 2 - 14-16d 6-10d 1110 2015 12285 2465 1735 1965 2120 19, F8, L12 HUS410 14 334. 8% 2 - 8.16d 8-16d 2990 2125 12420 2615 1820 2070 2240 HU410/HUC410 3%' 8% 2% Min 14-16d 6-10d 1135 2085 2350 2530 1795 2025 2180 334. 8% 2% Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS410 . 3% 9 3 - 30.16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0410-SDS 3%. 9 3 - 12 -SDS Y.'x2Yi' 6 -SOS %'x2%' 2510 4680 4955 4955 3370 3570 3570 19,F23HGUS48123% 714 4 - 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 HGUS410 3% 9Yi. 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 3h h 11%-11134 U410 16 334. 8% 2 - 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 19, F8, L12 HUS412 14 335. 10% 2 - 10.16d 10-16d 3635 2660 3025 13265 2275 2590 2795 HU412/HUC412 3% 1034. 2% Min 16-16d 6-10d 1135 2380 12685 12890 2050 2315 2490 334. 1044. 2'h Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS41D 3% 9 3 - 3D -16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0412-SDS We 11 3 - 14 -SDS %'x214' 6 -SDS %*x2%' 2510 5460 5560 5560 3930 4000 4000 19,1`23 HGUS48 12 7K. 4 - 36-16d 12-166 3235 7460 7460 7460 6415 6415 6415 HGUS410 9%. 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 3% HGUS412 1034. 4 - 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 3%x14 L1414 16 3%, 10 2 - 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 19, F8,L12HU416/HUC416 14 335, 1334 2'% Min 20.16d 8-110d 1515 2975 13360 3610 2565 2895 3110 335. 13% 2'h Max 26-166 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 3% 9%. 3 - 3D -16d 10.166 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 - 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 19.1`23HGUS4141234. 4 - 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUC0412-SDS 14 335. 11 3 - 14 -SDS Y.'x2'h' 6 -SDS %7d%' 2510 5460 5560 5560 3930 4000 4000 HU4161HUG416 14 3%' 13% 2'h Min 20.16d 8-1Dd 1515 2975 3360 3610 2565 2895 3110 19, F8, L12334. 13% 2% Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 314 x 16 HGUS410 12 3% 9%. 4 - 46-16d 16-166 9100 9100 7825 7825 7825HGUS4123% 1034. 4 - 56-16d 20.16d 9600 9600 8255 8255 825519,1`23HGUS414 C40959100 3% 12%. 4 - 66-16d 22-16d 10100 10100 8685 8685 8685HUC0412SDS14336113 - 14•SDSY.'214' 6 SDS Y.5r2'h' 5560 5560 3930 4000 4000 1. Uplift loads based on DF/SP lumber and have been Increased for wind or earthquake loading with no further Increase allowed. Reduce where other loads govern. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails and 0.72 x DF/SP Uplift Load for products requiring screws. 2.10d commo4 or 166 sinkers may be used instead of the specified 16d at 0.84 of the table load value. 3.16d sinkers may be used Instead of the specified 10d commons with no load reduction. 4. MIN nailing quanthy and load values -fill all round holes; MAX nailing quantity and load values --fill all round and triangle holes. 5. Hangers sorted In order of recommended selection for best overall performance and installation value. 6. Allowable downloads are based on a Joist bearing capacity of 750 psl. 7. NAILS: 16d = 0.162' dia. x 314' long, 10d = 0.148' dia. x 3' long, 10dx1'h = 0.148' dia. x 1 %' long. See page 22-23 for other nail sizes and Information. 105 Solid Sawn Jc)s1 Hangers i . ' 7'' > • r - THAITHACITHARIL Adjustable IThisluv0usf /s preferable to slmltar connectors began" of a) easter lnstallaUen, b) higher loads, c) lower losfolled cost, W ora combination of these realumi. The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 02 floor trusses and 4x beams, the THARIL422 has a standard skew of 45•. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof4x2trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAX* coating; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following Installation methods may be used: Top Flange Installation—The straps must be field formed over the header—see table for minimum toy flange requirements. Install topandfacenailsaccordingtothetable. Top nails shall not be within Y.• from the edge o1 the top flange members. For the THA29 nails used for joist attachment must be driven at an angle so that they penetrate through the comer of the Joist and intotheheader. For all other top flange installations, straighten thedoubleshearnailingtabsandinstallthenailsstraightintothe joist. Face Mount Installation --install all face nails according to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, the lowest 4 face holes must befilled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation—The THA 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemourninstallationandachievethefacemountinstallationloads. Install the tabulated face nails into the face and top of the carrying member. NailsusedforthejoistattachmentmustbedrivenatananglesothattheyPenetratethroughthecomerofthejoistintotheheader. Uplilt—Lowest face nails must be filled to achieve uplift loads. OPTIONS: • THA banggers available with the header flanges turned in for 3% except THA413) and larger, with no load reduction — order THAC hanger. CODES: See page 13 for Code Reference Key Chart r -- o Dimensions 2W o o - a yuan, o. Mrociarls. Carried Model Ga r N s e c DF SP Allowable Loads SPF F Allowable Loads Member No W H C Top tang THA418 GrTHA29 A wmdd Top rW per table Face ni ' of nd perr pertablemm. A Iron edge) Double Double Shear Dome Double Shearouble Nailing0 Side View Nailing Side Yew Nailing Do not bend tab (available on Top View unless otherwise some models) noted 9Cr U.S. Patent 5,603,580 J THAC422 These products are avallable ,viM additional cOMS100 protection. Addidarur wMi.- c — MM a• _,._ Saalghten ft double shear na ft labs and Install nalle straight Imo the Joist Typical THA Top Flange Installation on a Nailer except THA29) A! LSIMPSO N ie Typical THA Top Flange Installation r, Typical THA29 Face Mount Installation QTHAR/L422 inimum Dimensions Fasteners, a yuan, urw,w mur 0rmp50n Juan -Oe Mrociarls. Carried Model Ga Min. Min. DF SP Allowable Loads SPF F Allowable Loads Member No W H C Top tang Header Depth Member Member Upl)H Floor Snow Rool Uplift' Floor Snow Rool Code To Face Strai ht Slant 150) (100) (115) (125) 160) (100) (115) (125) Rel. 2. Uplift has beenincre wind•--- o • w w••... ar ".w ur Laule roan. o. "or top nange Installation on a nailer (see detail above), install Joist nails straight by bendingasedforearthquakeloadingwithnothedoublesheartabs. further Increase allowed, reduce where other loads govem. 6. For single 2x and 3x milers, the following THA hangers can be installed using 10dxl %* lop nails3. Root loads are 125% of floor loads unless limited by other criteria. and 2.16d face nails with reduced allowable loads as noted: THA41 MMM221415 lbs, for DFL, 4. THARIL422 with 4-10d top nails and 2-10d face nails: When the 1215 lbs. for SPF, THA426: 2245 lbs. for DFL 1930 lobs, for SPF. hanger height Is between 9• to 12', the allowable download is g, NAILS, j 6d =g0.162'rsdla3' rthe 5 Ion um len % s0.strap that 162• dia.2% ong,100 0.148' dia. x 3elong, 1440 lbs. for DR and 1210 lbs. for SPF. No further increase allowed. 10dxl'A a 0.148' dia. x 114' long. Spee page 22-23 for other nail sixes and Information. 1 89 I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical. overlap sheathing a minimum of 6', and nod upwards through sheathing into purlin with a minimum of 8.8d (0.131'x2.5") common wlro nails. Etfocts 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 hoots) 40'-0" or less Maximum valley height. 14'4' Maximum moan roof height: 30 foot ASCE 7-0S, 140 mph, Enclosed. Cat II, Exp 8, I-1.0, Kit --1.0 Or A Maximum of ASCE 7-10. 180 mph, Enclosed, Exp 0, Itst=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE fipplesan4'-0" for 30 psf (TL) d 20 psf (TO) Mao. m the crippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ryN Innection Requirement Notes 2a6 rakers to ridge 4 16d toe -nabs Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails Ridge board to truss 816d face -nails Raker to sleeper or blocking S 16d toe -nags Raker to two 2x6 sleepers 416d too -nails Sleeper to truss 416d toenails Two 216 sleepers to truss 3 16d toe•nalls each sleeper & truss Ridge board to roof block 416d toenails Ridge board to truss 416d toe -nails Puriln to (Typ) 3 16d toenails Treks to blocking 416d toenails Truss to cripple 416d toenails Truss to cripple 416d toe -nails Cripple to purlin 316d toenails CRIPPLE, BRACING, 8 BLOCKING NOTES13. Collar beam to raker 416dtoe-nails NOTE: 16d (0.162'x3.S') COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is roquirod for cripples 5'-0" to 10'-0' Ionenalledwi2.10d (0.148'x3) nails. Or 2x4 "T' or scab reinforcement nailed to flat Me. Of cripple with 10dS0.128'4.0") naps at 6" o c. '1" or scab must be 80% of cripple longtlt Cripples over 10'-0 long requro two CLR's or both faces wl "T" or scab. Use stress graded lumber d box or common nails. 44arrow edge of cripple can face ridge or raker. as long as the proper number of nails aro Installed into ridge board nsWl blocking under ratter It sleepers are not used. nstall blocking under cripples N cripples fall between lower truss top chords and lateral bracing is not used. Apply all nailing In accordance to current NOS requirements. Nails aro common wire nails unless noted otherwise, f A) 13) (a•) V001900- WAD on Tall" mi. lora w no WVWN0.70861maotoffrun= 1103 WAYM To ru Ca"MTtali VCLLWo ne oaTatlDrs? TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14 Tnesra r WA astraro coo In fab'1Catge. MaMNy O p1+p, w" Qafatte vj fdba era latsat 9~ of ern aradab Campi " Safety I, errotlan, Tin W iaw roes1.ey. _ ` praellCr9 ON 40 b Wfa, 4 Ow" tw Cepro. 4vtaaers Yue 0. a.aar tnpar.ry Oil so pet3 1 e •• TC DL 10 20 7 7 ORWG VACNV1801015Woosrota •tl.r.ur, tap alwrd arae raw prapar/y .%%.C.d ab.,Cbral Y.aw•,a area bog— tM6a e n a rave • prepwtY •ttaew .tea arahC lecaalarla eiw far o...m.nt uwa a restral.tyl was a Y.0 raw ar. ataWlN per aCtt sMW 0. a7 er ale. as e. Mdr caw to e.Qk Ta STATE OF BC DL 0 0 0 0 d O w er. to ** oe a as .. raw., aae.a .ns Y. U. id" oat a.. ia •eead owl.ak.. .. . Q` safer v ana+es taoa-L f> at..MN data pcisi% .. BC LL 0 0 0 0 ITIVQ7AaMM, A Mp... dlvean of ITV ay p Co-aw ,b C v,* lrG Nae rot M ratpwaella lar dr.ta 9 •. ^ TOT LD30 50 47 61ANveeanaFewryfox—, b Yvd b. b 1, eoMarnanee W" NtSI/I t 1. w ror krrrp. Y;tp aa ORIOP•• aart.lk.ekon a aradp a tr.e..a. ami fit` ••.r....•••' a awl en tw.dnaaa ar epaar poor eeNO trait araarlo, aOeasas amge,er er prafaamW G\ w•v •d•4 Iv "a daa'row` ==ft.= ft w e, of ve ...,p ar/ Y/`ti. L DUR. FAC. 1.25/1.15 ts3ptaadar,taaa far are. .e.tb..r"0O"I e— tiom lip• d W aJrro bay.r p.r «mnn t s.cs N Er Gr. ale MS rwDo reser. Ipa. IM. eeN T U a tpa t.dgr s°iva .n0..'.as.'s,re:y°o pmow.°..°lm.rearo t1 SPACING SEE ABOVv v U ALPINE C:•., /. rats .i:r...• vrac nnyr nraa ar vrr. Customer. Carpenter Contractors of America Job Number: N333706 JobDescription: W FL /NFL / TEENBLDR ,9A6/9A7 ,158SE ,02D ,RD01 Address: City, State, Zip: Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone. (800)7556001 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) State: View Version: 17.02.02.1213.21 JRef #. 1 W 9H89750128 Wind Standard: ASCE7_10 Wind Speed (mph): 150I Roof Load (psf): 20.00-17.00-0.00- Floor Load (p4: None 10.00 This package contains a job notes page, 38 truss drawings and 2 details. Item Seal # Truss 1 081.18.1512.45701 Al 3 081.18.1512.45685 A3 5 081.18.1512.45374 A5 7 081.18.1512.45781 A7 9 081.18.1512.45389 A9G 11 081.18.1512.46372 B1 13 081.18.1512.46388 133GE 15 081.18.1512.45420 V4 17 081.18.1512.46092 V12 19 081.18.1512.45375 MV2 21 081.18.1512.46028 MV6 23 081.18.1512.46094 HJ71 25 081.18.1512.46091 HJ6 27 081.18.1512.46095 EJ71 29 081.18.1512.45342 EJ68A 31 081.18.1512.46465 CJ5 33 081.18.1512.46466 CJ5B 35 081.18.1512.46512 CJ3 Item ISeal # Truss 2 081.18.1512.45607 A2 4 081.18.1512.45451 A4 6 081.18.1512.45702 A6 8 081.18.1512.45888 A8 10 081.18.1512.45421 A10G 12 081.18.1512.46278 B2 14 081.18.1512.46701 C1 G 16 081.18.1512.46122 V8 18 081.18.1512.46106 V16 20 081.18.1512.45825 MW 22 081.18.1512 45780 HR 24 081.18.1512.45782 HJ68 26 081.18.1512.45669 ER 28 081.18.1512.45467 EJ68 30 081.18.1512.46093 E.16 32 081.18.1512.46481 CJ5A 34 081.18.1512.46747 CJ51 36 081.18 1512.46637 CJ31 _a%W=UW*th, ._ Q . E Fit OR OPe4 plV N"MuAu This document has been electronically signed and sealed using a Digital Signature. Printed copies without M original signature must be 03/22/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 3/22/2018 4:01:18 PM I ALPINE vrac nr r yr nr o sr vrr• Customer. Carpenter Contractors of America Job Number N333706 JobDescdption: W FL /NFL / TEENBLDR ,9A6/9A7 ,158SE ,02D ,RD01 Address: City, State, Zip: Item ISeal # ITruss 37 081.18.1512.46467 jCJ1 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item ISeal # ITruss 38 081.18.1512.46700 JCJ11 ATE • Q a......•• Gss/ONAL This document hes been electronically signed and sealed using a Digital Signature Printed copies without an original signature must be 03/22/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 3/22/2018 4:01:18 PM Job Number. N333706 Py: 1 SEON. 50181 / T13 COMN Cust. R8975 JRef: 1W91-189750128 W kL / N FL / TEENBLDR Oty: 19 FROM: RWM DnvNo: 081.18.1512.45701 Truss Label: Al KD / BAF 03/22/2018 7'7"7 15' 274"9 39 T77 74"9 T4"9 77"7 11106D Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL' 0.00 BCDL 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber NY F1'4", TT11 + T4"5 7'4"5 _ 77"11 , 1'4- 7'7"11 15' 274"5 3lY 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: h to 2h C&C Dist a: 3.0011 Loc. from endwall: not in 9.00 R 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 "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.113"x2 5",min ). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails a 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deff/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.105 1 999 360 VERT(TL): 0.399 1 999 240 HORZ(LL): 0.047 H - HORZ(fL): 0.113 H Creep Factor: 2.0 Max TC CSI: 0.883 Max BC CSI: 0.916 Max Web CSI: 0.350 VIEW Ver. 17.02.OtA.1115.21 i rO e t ATE : Q gyp'••. ,c OP•.•' <c,`<' OR e 0 278 %SS ONAi- EN 03/22/2018 vb Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1572 /180 /1082/- / 294 /8,0 F 1572 / 180 / 10821 - / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 F Min Brg Width Req = 2 2 Bearings B 8 F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - C 837 - 2607 D - E 680 -1797 C - D 680 -1797 E - F 837 - 2607 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - J 2235 -605 I - H 2232 -636 J-1 2232 -605 H - F 2235 -636 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 358 -830 I - E 357 -830 D-1 920 -309 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fagtficatin h ndl n shipp ng in talling.and bracing. Refer to and follow the latest edition of BCSI BuildingtSafeInformation, by PI an 'S CA f F saffe Dpractices prior to perfo ming these functions Installers shall provide to pora BCSI. Unless noted olherwise,top chord shall have proRerN attached sVuctural sheathing and bottom chord shall hav a pro errY v I id ceiling Locations shown for permanent lateral restraint 81 webs shall hav braacingo installed p r BCSI selions Q3, %7 or 1 QeADMDtfatestoeachfaceortrussandpositionasshownaboveandontieJoinfDetails, unless noteu otherwise. Refer to his drpwin a failure to build theonthisdrewXgorcoverpage Le desmon shown. The suitability any ALPINE maws uu/r 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 Job Number. N333706 Py: 1 SEON: 50182 / T8 / HIPS Cust. RR8975 JRef: 1W9H89750128 W FL / N FL / TEENBLDR Oly' 1 FROM. RWM DrwNo: 081.18.1512.45607 Truss Label: A2 I SN / WHK 03/22/2018 7'7"7 9 14'8" 22'469 30' 7'7"7 7'0' 7''9 77"7 6X6D 4" 7'7"11 1418"10 7'7"11 1'4" Z 7'711 22'4"5 + 317 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00Desd:: D Mean Height 15.00 ft 10 00 TCDL: 4.2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 R Plate Type(s): Loc. from endwall: not in 9.00 R 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 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection to loc Udell U# PI: NA Ce: NA VERT(LL): 0.105 1 999 360 Lu: NA Cs: NA VERT(TL): 0.399 1 999 240 Snow Duration, NA HORZ(LL): 0.047 H - HORZ(TL): 0.113 H Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.883 TPI Std: 2014 Max BC CSI: 0.916 Rep Factors Used: Yes Max Web CSI: 0.350 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A 1115.21 Bracing a) 1X4 03SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0.128x3" gun nails @ 6" oc. C Wind Wind loads based on MWFRS with additional C&C ' member design. IMPORTANT" FURNISH THIS DRAWING TO ALL a division of o :• NATE OF 0- 0 278'*44"''s/ONA 03/22/2018 THE INSTALLERS toto Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1572 /179 11073/- / 290 /8.0 F 1572 /179 /1073/- / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 F Min Brg Width Req = 2.2 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp B - C 823 - 2607 D - E 662 -1797 C - D 662 -1797 E - F 822 - 2607 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2235 -592 I - H 2232 -625 J - 1 2232 -592 H - F 2235 -624 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 362 -830 D-1 919 -311 I- E 362 -830 nQC omponentg GrjjI nc. shall npt be regonsible for any deviation from this dr win a failure to build theslrfPlriororanshipping, InstallatlGn andel bracing of trussesA Seal on th s dr w g or cover page , s acceptance 0f esstona en me ring responsibility solely or the desi n sho n. The sui blitty r any structure is esponsibilityof the Building DesiglSer pefANSI/TPI 1 S c.2. neral notes page and these web sites: ALPINE, www.alpineitw can: TPI www.tpinst.org: SBCA: www sbcindustry cam. ICC: www.n:raat ALPINE wnwCeurvx 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job 8975duNFL / TEENBLDR I Qty' 1 I FROM: RWM / T12 /HIPS I SN No RWHK 6R5t2 45685 209650128 W FL / Truss Label: A303 7'7'7 + 13' + 15' + 17' + 274"9 30' 7'77 5'4"9 2' 2' 54"9 77"7 1112X4 194X6 is6X6 X4X6 D E F X1'4"7'7'11 71''11 7'4"5 15' 301 7'4"5 22'4"5 1 77"11 1.4 30 Loading Criteria (psi) Wind Criteria Snow Criteria (P9,PI in PSF) Def11CSI 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): 0.105 K 999 360 8 1572 /454 /1081/. / 261 /80 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.402 K 999 240 H 1572 /454 /1081/- / - /8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.046 J - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.112 J - - B Mtn Big Width Req = 2.2 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 H Min Big Width Req = 2.2 Soffit: 0.00 CDL: 4.2 psf BCDL. 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.760 Bearings B 8 H are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: W2 to h TPI Std: 2014 Max SC CSI: 0.872 Bearings B 8 H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.400 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 it FT/RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 898 -2592 E - F 953 -2267 Lumber C -D 733 -1817 F -G 733 -1817 Value Set: 138 (Effective 6/1/2013) D - E 953 -2267 G - H 898 -2592 Top chord 2x4 SP #2 N :T7, TS 20 SP #1: Bot chord 20 SP #2 N Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13W' uses design values approved 1/30/2013 by ALSC B - L 2217 -657 K - J 2214 -690 L - K 2214 -657 J - H 2217 -690 Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. S 0 2781 NAL 03/22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 337 -767 M - K 876 -282 D - M 841 -295 M - F 841 -296 K - G 337 -767 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabd ting h ndlin9, shippin , installing and bracing. Refer to and follow the latest editi n of SCSI (BuildingtSafetyInformation, by TPI an S CA) rbr safety radices prior to perfo ming these functions. Installers shalYprovide tempora BGSI., Unless not oy erwise,top or shall have pro rIy attached structural sheathing and bottorf chord ghall have a grope Pid ceiling. Locations shown forpermanent lateral restr int bf webs shall hav braang nsliilled per BG51 sections Q3, 87 or B1 , e'. App plates to each face or truss and A t' n as shown above and on tie oin etails. unless not otherwise. Refer to failure to build the I orover pa e , n. he sui bility any A IPLNE Aorrwc 13723 Riverporl Drive Suite 200 Maryland Heights. MO 6304 Job Number. N333706 I Ply, 1I SEON• 50184 / T7 / HIPS I Cust• RR8975 JRef: 1 W9H89750128 W FL / N FL / TEENBLDR Oty: 1 FROM: RWM DrwNo: 081.18 1512.45451 Truss Label: A4 SN / WHK 03/22/2018 79"715' 17'4' 272'9 1_ 30' r 7'9'7 4'10"9 + 2'4' 2'4' + 4'10"9 797 012X4 VR4XX6 6X672 X F6 i 1 30 1'4-77' 7'4'5 7'4'5 7'7'11 1'4' 7'7'1111 + 15' + 274.5 30' Loading Criteria (psr) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): 0.107 K 999 360 B 1572 / 231 /1080/. / 255 /8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.409 K 999 240 H 1572 /231 /1080/. / - /8.0 Risk Category, IIBCDL: 10.00 Snow Duration, NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS EXP: C HORZ : 0.112 J B Min Br9 Width Re 2.2DesLd: 47.00 (TL) q = NCBCLL. 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 2.2 TCDL: 4.2 psf BldgCode: FBC 6th.ed 201 Max TC CSI: 0.723 Bearings B & H are a rigid surface. Soffit: 0.00 BCDL: 5.0 psf Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.872 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.388 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Py (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 1 WAVE I VIEW Ver. 17.02.01A.1115.21 Lumber B - C 904 -2593 E - F 1028 -2458 C - D 738 -1823 F - G 738 -1823 Value Set: 13B (Effective 6/1/2013) D - E 1028 -2458 G - H 904 - 2593 Top chord 20 SP #1 :T2 20 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. Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC B - L 2219 -662 K - J 2215 -695 L - K 2215 -662 J - H 2219 -695 Bracing a) 1X4 #3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) 8d Box or Gun Webs Tens.Comp. Webs Tens. Comp. nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable C - K 336 -760 M - K 871 - Z79 support by erection contractor. D - M 1018 -369 M - F 1018 -369 a) or scab reinforcement may be used in lieu of CLR K - G 336 -760 restraint. substitute (1) scab for (1) CLR and (2)Alil, scabs for (2) where shown. Scab reinforcementt toto bebe same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun O ••••• • •••.• /jj nails @ 6" oc. •.•'• \ as •• i v • Wind ; Wind loads based on MWFRS with additional C&C Q- 648 • member design. ; C 9# 0 270 Pv A 1i wrtninoiwtiv 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling9 shippin , installing,and bracin/q Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, sate radices prior to perfo ming these functions. Installers shall provide to pora bracingg Der BGSI, Unless noted olherwise,top chord shall hve pro rN attached structural shffalhin9 and bottom chord ;hall hav a properrYN attachgd ngld ceilln . Locations shown for ermanent lateral restr int 8f webs shall hav bracing installed pfr BCSI sections Q3, 7 or 810asappicae. Apu y satat s to each face, o truss and position as shown above and on lie JoinfDetails, un ess noted otherwise. Refer to ALPINEdrawings16 -Z for slan ard plate positions. AlpDine, a division of ITW BUUitddl1nQC omponsgnis GrOpp Inc.,shall not be reaponsiple for any deviation from this drawin aI% failure to build the ,,,,wop yr n INN In conformance with ANSI 1 1, or for handIII C shipping, Instpllatldn and bracing ol,irussesA eal on thl; dr wing or cover pagge 13723 Riverpon DrivelistinthisdrawinindicatesacceptanceofproTesslonafenmeadresonsibilittyvsoleforthedesinshown. The suiCabili Suite 200anduseofthis rawing for any structure is the responsibilit of the building DesigrSer perANSI/rPl 1 M.2. ti For more information see this'ob'a general notes page and these web sites: ALPINE, www.ei ineriw corn TPI. www 1i org; SBCA: www.sbrindus .com• ICC: www iccsafe.or Maryland Heights, MO 6304 Job Number. N333706 Wind Criteria Py: 1 Wind Std: ASCE 7-10 SEON• 50185 / T9 / HIPS Cust. R R8975 JRef• 1 W9H89750128 W`FL / N FL / TEENBLDR Enclosure: Closed Oly: 1 Risk Category: II FROM: RWM DrwNo: 081.18.1512.45374 Truss Label: AS Mean Height: 15.00 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 SN / WHK 03/22/2018 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 R T7"11 11' 19' 274"5 30' T7"11 3'4"5 8' 3'4"5 77.11 5x5 !ft 5x5 D E 30' 1'4" T9"7 T2"9 T219 T9"7 1'4" T9"7 + 15' + 222"9 + 30' T 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 Des Ld: 47.00 EXP. C Code / Misc Criteria Mean Height: 15.00 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 R Plate Type(s): Loc. from endwall: not in 9.00 R WAVE GCpi: 0.18 Wind Duration: 1.60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. a Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.091 J 999 360 Lu: NA Cs: NA VERT( Q: 0.347 J 999 240 Snow Duration: NA HORZ(LL): 0 043 1 - HORZ( L): 0.103 1 Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.879 TPI Std: 2014 Max BC CSI: 0.934 Rep Factors Used: Yes Max Web CSI, 0.244 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 WARNING" READ AND FOLLOW AL IMPORTANT•• FURNISH THIS DRAWING TO ALL any o :• VATE OF Q tzO 03/22/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 1572 /456 /1075/. / 227 /8.0 G 1572 /456 /1075/- / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 G Min Brg Width Req = 2.2 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. i 1 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp. Chords Tens, Comp. B - C 925 -2586 E - F 1030 - 2494 C - D 1031 -2494 F - G 925 -2586 D - E 815 -1914 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - K 2211 -680 J-1 1864 - 562 K - J 1864 -534 I - G 2211 -713 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C - K 235 -388 E-1 641 -272 K - D 641 - 273 I - F 235 -388 ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary pnpg nslalied pstr Bc51 orad ons $3 B7 or 910 ancDetarls, unless notes othenwse. Refer to viation from this dr8wm an failure to build the ssesA seal on thi dr3wiX or cover page , solely"for the des n shoN The sui Q bthty ALPINE NI"wWNMJM 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job mber N333706 Ply: 1 SEON. 50186 W FL /,N FL / EENB DR I Oty 1 I FROM- RWM / T6 / HIPS I DrwNo R0817K 8.1510. 457028850128 Truss Label: A6 SN I T7"11 T7"11 10 8 , 19'4" 3'0"5 8'8" c 6X6 - 6X6 D E 22'6"1 3'2"1 30' 7'S"15 25'4" 4 8" --i 4" 79"7 T2"9 7'2"9 3'1"7 4'8" 1'417'9"7 15' 22'2"9 25'4" 30' i 1 Loading Criteria (pst) Wind Criteria Snow Criteria (P9,P1 in PSF) De0/CS1 Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Ct. NA CAT NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0 051 C 999 360 B 1340 / 237 / 936 / - /222 /8.0 BCLL. 0.00 Enclosure: Closed Lu' NA Cs' NA VERT(rL): 0.199 C 999 240 1 1524 /245 /945 / - / - /8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0 024 1 - G 340 1106 /272 / - / - /8.0 Des Ld: 47.00 EXP' CHORZ(rL)' 0.057 1 Wind reactions based on MWFRS NCBCLL: 1000 Mean Height' 15 00 it TCDL: 4.2 psi Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.9 Soffit: 0.00 BCDL. 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.961 1 Min Br Width Re 2.1gq Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.857 B Min Brg Width Req = 1.5 Bearings B, I, 8 G are a rigidsurface. Spacing: 24.0 " C&C Dist a 3 00 It Rep Factors Used: Yes Max Web CSI: 0.758 Bearings B, I, 8 G require a seat plate. Loc. from endwall: not in 9.00 R FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver' 17 02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - C 760 - 2078 E - F 510 -1002 Top chord 2x4 SP #1 :T3 2x4 SP #2 N C - D 860 -1974 F - G 385 -74 Bot chord 2x4 SP #2 N D - E 611 -1313 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - L 1757 -532 K - J 1055 -286 Wind loads based on MWFRS with additional CSC L - K 1451 -398 J-1 812 -232 member design. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L -D 601 -255 J - F 511 -151 b K -E 448 -121 F -I 602 -168500C i E - J 179 -485 o ; /A -TE•: e vows" 0 278 rye•S'/pNA1-,1a a' 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricatin h ndlin ship ing, In%alling,and bracing. , Refer to and follow the latest edition of BCSI (BuildinnomponentSafetyInformation, by TPI an a S CA) f r sapty practices prior to performing these functions Installers shall provide temporary _ bracin per SCSI. Unless noted olherwlse,top chord shall have pro attached structural sheathin and bottom hord $hall have a pro2er y attach a r9id ceilln Locations shown for ermanent lateral restraint bf webs shall hav bracin insuflled p r Bc l sections g3, 137 or 810, as app ical3 e. App Otes to each face opitruss and position as shown above and on In Jolnt9Detatls, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. AI in a division of ITW Bulldl1'ng om n nis Gro4 uu Inc. shall not be re CConsible for an deviation from this drawin any failure to build the ANWCtripnformancewithAN51lfI1PoforhandliASLshiIncl, installation and brapnq of trussesA sal on thi dr wirtg or cover age , , 13723 Riverport DrivelistingthisdrawingindicatesacceptanceofproTessronafensneeringresponsibilitysoleiY or the des n shovdn. The suitability and tis. of this drawing for any structure is the responsibilit of the Building DesigrSer perANSIIrPI 1 S c.2. Suite 200 For more mfwmabon see this'ob's neral notes a and these weD sites: ALPINE. www.al meiN+om, TPI www t mst.or . SBCA: www.sbundust tom, ICC' www iccsaf0 Ora Maryland Heights, MO 6304 Job Plumber. N333706 Ply. 1 SEON: 50187 / TS / HIPS Cust, R R8975 JReI: 1 W9H89750128 WFL / N FL / TEENBLDR Oly: 1 FROM: RWM DrwNo: 081.18.1512.45781 Truss Label: A7 SN / WHK 03/22/2018 4'6" 9' 15' , 21' , 25'6" 4'6" 4'6" 6' 6' 4-6-- 791 6" 6X6 102X4 = 6X6 D E F 30' X14"+ T , 6' , 6' 9 , 1.4_:_, 9' 15' 21' 30' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg, NA Cl: NA CAT: NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- 0.121 E 999 360 B 1572 / 458 /1063/ - /194 /8.0 SCLL, 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.461 E 999 240 H 1572 /458 /1063/. / - /8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 J - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.093 J - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 fl TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.9 soffit: 0.00 BCDL 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.556 Bearings B & H are a rigid surface. g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.652 Bearings 6 & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.220 Members not listed have forces less than 375# Loc. from endwall• not in 9.00 ft FT/RT,20(0)/10(0) Maximum Top Chord Forces Per Py (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A 1115 21 Lumber B - C 1023 -2709 E - F 1018 -2455 C - D 915 -2363 F - G 915 .2363 Value Set: 13B (Effective 6/1/2013) D - E 1018 -2455 G - H 1023 - 2709 Top chord 2x4 SP #2 N Bot chord 20 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - L 2364 -801 K - J 2057 -649 L- K 2057 -615 J- H 2364 -834 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Py, (Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. D - L 405 -75 E - K 233 - 490 D - K 496 -218 F - J 405 -75 K - F 496 -218 4 WA a 7i 0 278°'yss'ONAI N 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vurenmse,tvp cnvry snan nave pro er a[tacn structural sneargtn ano oonom noro snap nav a pro er shown for ermanent latgral restr int f w bs s all hav br ctn ins ailed p r BC lesec bons B3, 7 or 1 , Tach face ofatruss and position as shown above and on tt a ointgDetails, unless nototherwise. Refer to ALPINEatepositions. monFnt. Grou Ink, spall not re ;ponsi le for any eviation from this dr wtnSt anZ failure to build the w„M ,,,,r11,po roranCdli s t mginst Ilan an braGng q trussesA Seal on th s dr8wi qq or cover paga Drive accetanceqany sucturen31notenagsandthesewebsitesALPINE: www.alDmeitw com; TPI: www.IDinst.org, SBCA www sbandustry.com: ICC www iccsare oro Maryland Heights, MO 6304: Job Nbmber. N333706 Ply. 1 SEON: 50188 / T3 / HIPSCust. RR8975 JRef: 1W91-189750126 W'FL / N FL / TEENBLDR Oty: 1 FROM: RWM DrwNo: 081.18 1512.45888 Truss Label: A8 SN / WHK 0382/2018 4'6"1 8'8" 15' 21'4" , 25'2"4 30' , 4'6"1 4'1"15 + 84" 84 T 31U„4 4.9"12 , 6X6 1112X4 a 6X6 D E F 25'4" 4'8” 4" T 8 B" , 15. + 6-4" 4 + 4 8' +1 4 8'8" 15' 21'4" 25'4' 30' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg' NA CI: NA CAT: W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA BCDL: 1000 Risk Category: II Snow Duration: NA Des Ld: 4700 EXP. C Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 pst Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 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: me Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP 03 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. Defl/CSI Criteria PP Deflection in loc Uden L/# VERT(LL): 0.065 E 999 360 VERT( L): 0 254 E 999 240 HORZ(LL): 0.021 K - HORZ(TL). 0.051 K Creep Factor. 2.0 Max TC CSI: 0.620 Max SC CSI: 0.865 Max Web CSI: 0.553 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1294 / 380 / 904 / - /189 /8.0 J 1829 1516 /1086/- / - /8.0 H 168 /143 /155 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 2 5 H Min Brg Width Req = 1.5 Bearings B, J. & H are a rigid surface. Bearings B. J, & H require a seat plate. l N 1 Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -C 813 -2105 E -F 718 -1607 C - D 715 -1779 F - G 379 - 855 D -E 718 -1607 G -H 717 -728 eVefvVT Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp B - M 1825 -613 K - J 307 -538 M - L 1538 -440 J - H 329 -594 L - K 707 -159 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - M 398 -80 F - K 265 -655 E - L 255 -535 K - G 1452 -494 L - F 1088 -416 G - J 663 -1707 ATE4 N1' /O' 0 278 AL CN7 wrwrrw u11W 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricattn , handling, shippin , in tailing,and bracing. Refer to and follow the latest editi n of SCSI (BuildingComponengtSafetyInformation, by TPI . SBCA) for saty ractIces prior to performing these functions. Installers shal?provide tempora rryy bracin999 Der SCSI _ Unless noted olherwise,top chord shall have pro el attached structural sheathing and boll 2r Chord Shall hav a propelrattach8driiceiina. Locations shown for Dermanent lateral restraint bf webs shall have bracing Installed pfr Bc51 sections $3, 7 or 610y as applica e. Ap 7y plates to each face of truss and position as shown above and on the JomfDetails, un ess noted otherwise Refer to drawings 160A -Z fgr standard plate positions A LPI N E Alpine, a division of ITW But ildl1'ncct CComponenis G g Inc.,shall not be responsible for any deviation from this drawing alrV failure to build thetrussIncgnformancewithAN5I11, or for parpr It q shlppin , Installation and bracing gf,trussesA Seal on this drawirl9 or cover page 13723 Rive on Drivelistingthisdrawingindicatesacceptanceofrol'esslonalq en ineeringg responsrblllttyv solelIy for the design shovJn. The suitability rp and use of this drawing for any structure is the responsibilit of the 9uilding DesigrSer ANSI/TPI 1 Sec.2. Suite 200 For more information see this job's general notes pone and these web sites: ALPINE. www al ineitw com TPI: www.t mst.or , SSCA www sbeindustry vim. ICC. ww J=afe.or Maryland Heights, MO 6304 Job Nbmber. N333706 Py: 1 SEON: 50189 / T18 / HIPS I Cusl: RR8975 JRef: 1W9H89750128 W'FL / N FL / TEENBLDR Oly. 1 FROM: RWM DrwNo. 081.18.1512.45389 Truss Label: A9G SN / WHK 03/22/2018 7 123"7 17'6"13 23' 30' r r -}- 5.3..7 -{- 5.3.7 6C6 1112X4 T24E4 = 6X6 5.9 C 1 a 5X5 5 8 ( ( G1) A H 3X6(C1) =_8X8 =5X10 =H0710 014X4 =3X6(C1) 30' F 1'4" 6'10"4 5'5"3 5'6"15 5'3"7 6'10"4 1.4 6'10"4 12'3"7 17 10"5 23'1"12 30' i 1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pr to PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL- 2000 Wind Std: ASCE 7-10 Fig, NA Ct: NA CAT: NA PP Deflection in Ioc Uden L/# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.208 D 999 360 B 3046 / 875 / - /_ /_ /80 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.805 D 704 240 G 3048 / 876 / - / - / - /80 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP' C HORZ(TL): 0.138 1 B Min Big Width Req = 3.6 Mean Height: 15.00 it Code / Mise Criteria Creep Factor: 2.0 G Min Big Width Req = 3.6NCBCLL- 0.00 TCDL: 4 2 psi Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.578 Bearings B 8 G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.575 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.834 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, HS VIEW Ver: 17.02.01A.1115.21 Lumber B - C 1701 -6046 E - F 1978 -7115 C - D 1995 -7165 F - G 1702 -6050 Value Set: 13B (Effective 6/1/2013) D - E 1994 -7162 Top chord 2x4 SP 24001-2.0E .T2 2x6 SP SS: Bot chord 2x6 SP SS Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - L 5348 -1486 J-1 5318 -1484 L - K 5314 -1482 I - G 5352 -1487 Loading K - J 7193 -2015 1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads and reactions based on MWFRS. L - C 785 -83 E - J 440 -927 C - K 437 - 606 J - F 2144 589 D - K 437 -910 F - I 782 -83 o •, ATE No- tORM-0# 1101 0 278/ONAL 03/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricatingg h ndlin99 shiapin in talling,and bracing Refer to and fallow the latest edition of SCSI (Building f S fety Information, by TPI and S CA) r0i safe tadices pnor to performing these functions. Installers shall CCrovtde ternporarY38SI. Unless noted o erwise,top chord shall h ve progeny attached struclural sheathing and bottom chord gnall have a Pro e je Ailin la s tos shownface, otptrussaandt lateral restraint bf webs shall hav bracmganslalled p r BCSI sections $3, 137 or 1310yppTynneepositionasshownaboveandontIaJointetaUs, un ess not otherwise. Refer to ALPINE60A -Z for slanaard pPfate positions. f rram ion of ITW B ildl1'ncct om onsntss Gro np InC.,shall not be re Cuonsi le for an deviation from this dracarnf1 anr1 failure to build the ance withN51lT I 1ororandverponDrivewingindicatesacceptanceofproTessionarenineerinqresponsibilitysolelyforthedesig9nshovdn. The suitability Suite 200thisdrawingoranystructureistheresponsibilityoftheBuildingDesigerpeANSI/TPI 1 Sec.2. mabon see Uis 1oD's general notes page end these web sales: ALPINE: www.alpmeaw.tom, TPI: www.lpinst.org, SBCA. www.sbtindusby.wm: ICC. www.iccaale.org Maryland Heights, MO 6304 Job Nbmber. N333706 Py: 1 SEON: 50190 / TI t / HIPS Cust: R R8975 JReI. 1 W9H89750128 W FL / N FL / TEENBLDR Oly 1 FROM: RWM DrwNo* 081 18.1512.45421 Truss Label: A10G SN / WHK 03/22/2018 6'8" 15' 23'4" 30 6'8" 8'4" 8'4" 6'8" l 5x5 C 8X8 D 6X12 E 25'4" 4'8" - 12 23666'A 8'5"12 + 8'5"12 i 1'10"4 48" 1 14 6'6"4 15' 23'5"12 25'4" 30' Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure- Closed BCDL: 1000 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: W2 to It Spacing 24.0 " C&C Dist a: 3 00 It Loc. from endwall: not in 72.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 N :T1 2x4 SP #2 N: T4 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3:W2, W4 2x4 SP #2 N: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SR8 or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min ). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 2006 TC: From 39 plf at 20.06 to 39 plf at 23.33 TC' From 78 plf at 23.33 to 78 plf at 31.33 BC: From 20 plf at 0.00 to 20 plf at 20.06 BC: From 10 pll at 20 06 to 10 plf at 21.27 BC: From 20 plf at 21.27 to 20 plf at 30.00 TC: 75 lb Conc. Load at 23.33 BC: 75 Ib Conc. Load at 23.33 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 L/# VERT(LL): 0.088 D 999 360 VERT( L): 0.344 D 999 240 HORZ(LL): 0.023 C - - HORZ(rL): 0.055 C Creep Factor. 2.0 Max TC CSI: 0 711 Max BC CSI: 0.996 Max Web CSI: 0.929 VIEW Ver: 17.02.01A.1115.21 Wind Wind loads based on MWFRS with additional C&C member design. ATE s ypc • . ORV•.•' IIS'',', ••tee mss.• 0 278 ''.Ss ONAL 03/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1298 1392 / 882 / - /155 /80 H 1765 / 461 / 10471 - / - /8.0 F 234 /145 /197 /. / - /80 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 2.5 F Min Brg Width Req = 1.5 Bearings B, H. & F are a rigid surface. Bearings B, H, & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 811 - 2095 D - E 963 -2224 C - D 963 -2224 E - F 800 -222 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1795 -586 I - H 391 -109 K - J 1788 -586 H - F 304 -637 J-1 385 -112 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. . C - J 467 -263 D - J 362 -723 J - E 1996 -768 E - H 637 -1869 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippin in.5talling•and bracing. , Refer to and follow the latest edition of 13CSI (BuildingtSgfetyInformation, by TPI an SBCA) f0) saffely ractices prior to performing these functions. Installers shall provide temporary BCS!. Unless noted otherwise: top chord shalle ave pro attached structural shpaglhmg and bpotli rr! y ordctgnalll hhavQ a orogerryidceiling.Locations shown forpermanent tat rat restraint bf w bs Shall haw brJ unc inst311ed I r Bcs se B7 B v Ile. Appy Drates to each face o truss and position as shown a ove and on tete oin Details, un ess noted otherwise. Refer to 60A -Z for standard plate positions. of with ANSA! F9 1, or Tor nanour indicates acceptance of npr iawing Tor any structure is K11 this fob's general notes page and these for failure to buildthe or The suagbflity ALPINENE 4"w"7MfWlY 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Nbmber. N333706I Py: 1 I SEON. 50191 / T10 /SPEC I Cusl: RR8975 JRef: 1W9H89750128 WIFL / N FL / TEENBLDR Oy: 3 FROM: RWM DrwNo: 081.18.1512.46372 Truss Label: 81 KD / WHK 03/22/2018 5'3'5 10 14'8'11 19'11' 5'3'5 4'8"11 4'8'11 5'2'5 m 4X4 D Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 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. 10' 9'11' 10' 19111' Snow Criteria (P9,PI in PSF) Pg. NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std, 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE IMPORTANT" FURNISH THIS DRAWING TO ALL any Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.039 G 999 360 VERT(rL): 0.148 G 999 240 HORZ(LL): 0.015 G - HORZ(TL): 0.037 G Creep Factor. 2.0 Max TC CSI: 0.341 Max BC CSI: 0.754 Max Web CSI: 0.254 VIEW Ver. 17.02.02A.1213.21 J e o•; ATE 0 0906.• V 0 278 03/22/2018 tOWW Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1083 /314 1758 / - /193 /8.0 F 970 /271 /643 /- /- /7.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B 8 F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -C 580-1616 D -E 481 -1202 C -D 459 -1201 E -F 600 -1617 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1384 -461 G - F 1386 -457 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - G 244 -436 G - E 247 -438 D - G 662 -223 ZING THE INSTALLERS to and follow the latest edition of 13CSI (Building se functions. Installers shall Provide terhporary healhingg and bott%r hord ghall hay a properly cma nsl8lled p r BCI sections Q3, 7 or 810; Ini9aetalls, unless note tl otherwise. Refer to ALPINEviationfromthisdwinp,an failure to build the ussesA seal on th g dr wiXg or over page, , 2400 Lake Orange Dr. solely for the de sl n shown. he suitability er pe ANSI/TPI 154o.2. 9 Suite 150 w.ipinsl org; SBCA: www.abondusby cam; ICC www.iasale org Orlando FL, 32837 Job Nbmber. N333706 Ply. 1 SEON. 50192 / T16 / COMN Cusl: R R8975 JRef: 1 W9H89750128 WFL / N FL / TEENBLDR Oly: 1 FROM: RWM DrwNo: 081.18.1512.46278 Truss Label: 82 1 KD / WHK 0322/2018 5'9'3 10 14'2"13 20' 5'9"3 4'2'13 4'213 5'9"3 a 04 D Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des d:: Des Ld: 47.00D EXP. C Mean Height: 15.00 It 10 00 TCDL: 4.2 psf Soft: 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 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 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. 20 to i 10 1-11020 1'4" Snow Criteria (Pg,Pr 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 Deb/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.039 H 999 360 VERT( Q. 0.146 H 999 240 HORZ(LL): 0.015 H - - HORZ(rL): 0.036 H Creep Factor. 2.0 Max TC CSI: 0.388 Max BC CSI: 0.767 Max Web CSI: 0.266 VIEW Ver. 17.02.02A.1213.21 O w'JY` J * s* 0 278 wrwuWit 03/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1083 /313 /759 /- /211 /80 F 1083 / 313 / 759 / - / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B 8 F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens, Comp B - C 938 -1566 D - E 790 -1192 C - D 790 -1192 E - F 938 -1586 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1350 -687 H - F 1350 -704 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 398 -425 H - E 398 -425 D - H 698 -393 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quare extreme care in fa icating, h ndlin9g shippi g installing.and bracin/q. Refer to and follow the latest edition of SCSI (Building t Safe Information, by PI an0o SCA fbF safe Practices prior to perfo ming these functions. Installers shall crovide emporary BCSI . Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a pro eWf id ceilin Lovations shown forpermanent lateral restraint bf webs shall have braacingq nsta11 d p r BG Is ecbons 63, 7 or 1Q e _ Appy plates to each face ofotruss and position as shown above and on the Joinr etads. unless noted otherwise. Refer to his drewing arr failure to build the on this drawing or cover page , e,des n shown. The suifabihty notes page and these web sites ALPINE www PINEA µiiwcohewn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job NOmber. N333706 Py. 1 SEON: 50193 / T1 / GABL Cust: RR8975 JRef• 1W9HI19150128 W 1:1-/ N FL / TEENBLDR Oty: 1 FROKIVITV DrwNo: 081.18.1512 46388 Truss Label: 83GE I KD / WHK 03/22/2018 r n 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 " 10, 20' 10' 10' I- 4- — i 7 --( TYP) 84X4F i 20' f' 1.4^ 27 20, 1'4• ..( Wind Criteria Wind Sid, ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 R 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 20 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A16015ENC101014 8 GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg.Pf in PSF) Pg: NA Cl: NA CAT: NA Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s), WAVE Defl/CSI Criteria • Maximum Reactions (lbs), or •=PLF PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W VERT(LL): 0.002 R 999 360 J• 108 / 31 /65 /- /11 VERT(TL): 0 009 R 999 240 Wind reactions based on MWFRS HORZ(LL): -0.002 E - J Min Brg Width Req = - HORZ(TL): 0.003 E Bearing B is a rigid surface. Creep Factor 2.0 240 Max TC CSI: 0.214 Members not listed have forces less than 375# Max BC CSI: 0 128 Max Web CSI: 0.062 VIEW Ver. 17.02.02A.1213.21 p,Sg Ow JY` J • ATE 04 a,, ••.9006..•• N 0 278 V1'''' kS NA1- ,," 4ffuvtlit 03/22/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 as snown above and on not be resbonsible for a these web Was INSTALLERS ow the latest edition of SCSI(Building 1s. Installers shall provide terhporary nd botl% hord $hall hav a pro e Y led per BG Is ections 63, 7 or 10 unless not otherwise. Refer to from this drawing ap% failure to build theSealontha; dr8wingg or cover page NSthe desiOn shovJn. The suitability ALPINE MTYCWMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333706 ply. i SEQN: 50194 Cust: R R8975 WFL // N FL / TEENBLDR I Oty: 1 I FROM: RWM / T75 /HIPS I Dr DNo 81 18.1512 4670098128 Truss Label: CIG Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soft: 0.00 Load Duration. 1.25 Spacing: 24.0 " 6' 10' 16' 6' 4' 6' 5X5 T2 _5p 12 5.9 B E G F 4X6(A1) 1114X4 =4X4 =4X6(A7) 16' 5'10"4 4'1"12 6' 1'4" 510"4 10' 16' 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 W2 C&C Dist a: 3.00 R Loc. from endwall, not in 4 50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP 02 N: Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.33 to 78 pit at 6.00 TC: From 39 pit at 6.00 to 39 plf at 10.00 TC: From 78 pit at 10.00 to 78 pit at 16.00 BC, From 20 pit at 0.00 to 20 pit at 6.03 BC: From 10 pit at 6.03 to 10 pit at 9.97 BC From 20 pit at 9.97 to 20 pit at 16.00 TC: 198 Ib Conc. Load at 6.06, 8.00, 9.94 BC: 407 lb Conc. Load at 6.03, 9.97 BC: 114 Ib Conc. Load at 8.00 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W PI: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT-20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.053 G 999 360 VERT(TL)- 0.199 G 999 240 HORZ(LL)- 0.018 F - HORZ(TL): 0.042 F Creep Factor: 2 0 Max TC CSI 0.579 Max BC CSI: 0.682 Max Web CSI: 0.218 VIEW Ver. 17.02.02A.1213.21 7 i • OP.• 11VO y .c ' • ,C O R ..• v 0 278 '....-fVA .. 03/222018 Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL /W B 1555 /440 /- /- /- /8.0 E 1440 /383 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 E Min Big Width Req = 2.0 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 725 -2733 D - E 734 -Z745 C - D 622 -2395 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - G 2382 -613 F - E 2395 -622 G - F 2354 -613 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G -C 547 -11 D -F 572 -18 IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme wre in fabricating, hh ndtin shiopin installing and bracing. Refer to and follow the latest eddi n of SCSI (Budding t Safety Information, by TPI ang S CA) f$'r safety rach s pnor to performing these functions. Installers s 31 rovida terhporary BCSI. Unless noted oyherwise,top chord shall have property attached structural shgathing and on or S all hav a progeny cedmog ocattons shown for Dermanent lateral restint bf webs shall have braunq inlslalled pfr BCSI sections B3, 7 or Lit e _ Appy, pates to each face. o truss and position as shown above and on a o n Details, un ess noted otherwise. Refer to his drawin a failure to build the on this dr w r g or cover page , ie desmon shown. The suitability ALPINE MlIIWCDMMHf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 W -F N/ N FL / TEENB DR I Oly: 1 I FROM• RWM / T24 / VAL I SNS08No Job. 081. 8..1512 454 0950128 Truss Label: V4 Loading Criteria (psf) TCLL: 20.00 TCDL: 1700 BCLL. 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2' 4- 2' 2' 12 5.9 F,7-' —=4X4 B 4X4(D1)=4X4(D1) A C 0 1 D 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: h/2 to It C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 R 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 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT 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)/I0(0) Plate Type(s): WAVE 4- 4' Defl/CSI Criteria PP Deflection in Ioc Uden U# VERT(LL): 0.004 999 360 VERT(TL): 0.016 999 240 HORZ(LL): -0.002 - - HORZ(fL): 0.004 Creep Factor: 2.0 Max TC CSI: 0.093 Max BC CSI: 0.137 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115 21 i 9 ' o ATE y9p% S 0 278 ONAL G,o 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT" I a division of Maximum Reactions Jibs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /17 /46 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Beanng A is a rigid surface. Members not listed have forces less than 3759 n ompon ntS Gropup In .shall not be responsible for any deviation from this dr win ap failure to build the I 11, or or hantllirt s iipping, installation and bracing gf,irussesA Seal on this dr wiX9 or cover page . S acceptance of proTessionar en sneering responsibility soleN for the design shown. The suitability I any structure is the responsibilit of the Building Des igiSer pei'ANSIrtPI 1 S8c.2. ALPINE AHITWC uwn 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N333706 Py: 1 SEON' 50196 / T28 / VAL I Cust: R R8975 JRel, 1 1,"H897501211 W - FL / N FL / TEENBLDR Oly: 1 FROM: RWM DrwNo, 081 18 1512.46122 Truss Label: V8 I I SN / WHK 03/22/2018 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 " 4' 8' 4' 4' 2 = 4X4 B T 5.9 4X4(D1)=4X4(D1) C 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 psi BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 ft Loc. from endwall: not in 9.00 It GCpi: 0.16 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and fumished by others. 8' M VATE OF ; pz- p•'••: OR pP..•k, 0 278 y n..._ONAI--.a`lr 03/22/2018 0 Maximum Reactions fibs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /23 /53 /- /7 /96.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A - B 349 - 500 B - C 349 - 500 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 447 -262 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in (a n' ling h nil in9, shipping intalling ,and bracing.. 9eter to and follow, the latest edition of SCSI rhptildr S fe Information, b 1IhhTPI and S CA r8r sale ryY PPractices prior to erformm these functions. Installers shall rovide to flrBeSI., Unless ngled o erwise,top or shall have property attached structural sheathing and bOtt2rl chord shall hav a pro e9rdceiling. ocatrons shown for gr anent laI ral res int 8f webs shall have brapna installed pfr SCSIs ections B3, 7 or 510y e._ Apply p aces to each face of Wss and positidn as Shown above and on the Oin Details, un ess noted Otherwise. Refer to a division of n rt 1, or for r acceptance any sructure see tars failure to build the 1 or cover pa n. The sui ility ALPINE n+nwm' 13723 Riverpon Drive Suite 200 Maryland Heights. MO 6304 8' 8' Snow Criteria (Pg,Pt In PSF) Dell/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.028 999 360 Lu: NA Cs: NA VERT(TL): 0.116 999 240 Snow Duration: NA HORZ(LL). -0.010 HORZ(TL). 0.025 Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.378 TPI Std: 2014 Max BC CSI: 0.456 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE I VIEW Ver. 17.02.01A.1115.21 M VATE OF ; pz- p•'••: OR pP..•k, 0 278 y n..._ONAI--.a`lr 03/22/2018 0 Maximum Reactions fibs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /23 /53 /- /7 /96.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. A - B 349 - 500 B - C 349 - 500 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 447 -262 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in (a n' ling h nil in9, shipping intalling ,and bracing.. 9eter to and follow, the latest edition of SCSI rhptildr S fe Information, b 1IhhTPI and S CA r8r sale ryY PPractices prior to erformm these functions. Installers shall rovide to flrBeSI., Unless ngled o erwise,top or shall have property attached structural sheathing and bOtt2rl chord shall hav a pro e9rdceiling. ocatrons shown for gr anent laI ral res int 8f webs shall have brapna installed pfr SCSIs ections B3, 7 or 510y e._ Apply p aces to each face of Wss and positidn as Shown above and on the Oin Details, un ess noted Otherwise. Refer to a division of n rt 1, or for r acceptance any sructure see tars failure to build the 1 or cover pa n. The sui ility ALPINE n+nwm' 13723 Riverpon Drive Suite 200 Maryland Heights. MO 6304 Job Number. N333706 Py: 1 SEON: 50197 / T41 / VAL I Cust• RR8975 JRO: 1MH1197501211 W FL / N FL / TEENBLDR Oly. 1 FROM. RWM DrwNo: 081 18 1512.46092 Truss Label: V12 I SN / WHK 03/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL' 0.00 BCDL, 10.00 Des Ld, 47.00 NCBCLL: 10.00 Soffit. 000 Load Duration: 1.25 Spacing: 24.0 " 6' 12' 6' 6' 04 B 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: h/2 to h C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top Chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. ANT" FURNISH THIS any D 1112X4 12' 6' 6' 6' 12' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl L/# Loc R IU / Rw / Rh / RL /W Pf: NA Ce. NA VERT(LL): 0.028 D 999 360 E- 98 /24 /55 /- /7 /143 Lu: NA Cs: NA VERT(fL): 0.107 D 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.011 D - E Min Brg Width Req = - HORZ(TL): 0.027 D Bearing A is a ngid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.659 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.182 Chords Tens.Comp. Chords Tens. Comp. FT/RT:20(0)/10(0) A - B 620 - 316 B - C 620 -316 Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. A - D 352 -485 D - C 352 -485 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 475 -837 i r • z ATE 09 ; : cv tF••:c ORVO 0",0_1 IpNgLIE aIvo28fta„rrrt w t n`r',0 03/22/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and follow the latest edition of BCSI (Building racllces pnor to performing these functions. Installers shalt provide temporary e property attached structural sheathing and pott2rr! cI ct%ns Q3%a orrgtrl restraint f w bs shall hav brauno installed r SCSI as shown above and on ire Join Details, unless note otherwise. Refer to ALPINE 11 not be res nsiple for any deviation from this drpwing ag, failure to build the1Q, InstpllatA and bracing of trussesA Seal on this dr3wing or cover page , , 13723 Riverport Drive1en (need responsibilit yy sole for the design shown. The sui bully ibility of the Building Designer pe ANSI/TPI 1 Sec.2. Suite 200 ALPINE: www el me4wxom• TPI: www. 'nsf.or ; SBCA: www.sbundus .com; ICC: www.kcsare ofg Maryland Heights, MO 6304 Job Number. N333706 Ply: 1 SEON 50198 / T311 / VAL Cust: R R8975 JRef: 1 W9H89750128 W FL /NFL / TEENBLDR Ory: 1 FROM: RWM DrwNo. 081.18 1512.46106 Truss Label: V18 I SN / WHK 03/222018 6'6"8 9'78 15'9" , f 616„8 2'8” 6'6"8 4X4 =4X4 B C F P=_ 1112X4 1112X4 6'8"4 2'4"8 6'8"4 6'8"4 9'0"12 15'9" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category. II Snow Duration, NA EXP: C Des Ld: 47.00 Mean Height: 15.00 R NCBCLL: 10 00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 0.00 BCDL 5.0 psf Bldg Code. FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Loc. from endwall: not in 4.50 R FT/RT'20(0)/10(0) GCpi: 0.18 Plate Type(s). Wind Duration: 1.60 WAVE Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others G Defl/CSI Criteria • Maximum Reactions (lbs), or'=PLF PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL /W VERT(LL): 0.041 E 999 360 G- 98 / 26 /56 /- /6 VERT(fL): 0.159 E 999 240 Wind reactions based on MWFRS HORZ(LL): -0.016 E - G Min Brg Width Req = - HORZ(TL): 0.040 E Bearing A is a rigid surface. Creep Factor: 2.0 188 Max TC CSI: 0.833 Members not listed have forces less than 375# Max BC CSI: 0.438 Maximum Top Chord Forces Per Ply (Ibs) Max Web CSI: 0.135 Chords Tens.Comp. Chords Tens Comp. A - B 673 -295 C - D 673 - 295 B - C 550 -197 VIEW Ver: 17.02.01A.1115.21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 334 -522 E - D 334 -522 F - E 348 -550 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. B - F 328 -567 E - C 328 - 567 ATE •: 9pF••.L 0R VP•`c ' 0 278 y`. s ONA1- 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fab(icaling, handling, shipping, mgtalling,and bracing. Refer to and follow the latest edition of SCSI (Budding1SafetyInformation, by_ l PI an0d BCA) rbr sa ety praclices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted olnermse,top chord shall have pro rIv attached structural shgathing and bottom] hord Miall hav a probe td ceilinsl Locations shown for rmanent lateral reser mt bf webs shall have br88gn ns dlled p r BCI secbons 133, 7 or 810f1e._ Apply plates to each face ofQeruss and position as shown above and on the Joint9details, un ess not otherwise. Refer to shall notes page and failure to build the 1 or cover pa en. The sue Ability A IPLNE INfIW(q! 13723 Rlverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N333706 Ply: 1 SEON: 50199 / T30 / VAL Cust• R R8975 JRef: 1 W9H89750128 W FL /N FL / TEENBLDR Oly: 1 FROM: RWM DrwNo: 081 18.1512.45375 Truss Label: MV2 I I I SN / WHK 03/22/2018 Loading Loading Criteria (ps0 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" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. 11 EXP: C Mean Height: 15.00 it TCDL: 4 2 psi BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 12 5.9 B 4X4(D1) Al" 0 2' 2' 2' Snow Criteria (Pg,Pf m PSF) Def /CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL). 0.007 B 999 360 D' 97 /9 /61 1- /8 Lu- NA Cs: NA VERT( L): 0.029 B 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.003 B - D Min Brg Width Req = - HORZ(fL): 0.007 B Bearing A is a rigid surface. Code / Misc Criteria Creep Factor. 2 0 24.0 Bid Code: FBC 6th ed 201 Max TC CSI: 0 057 Members not listed have forces less than 375# g TPI Std: 2014 Max BC CSI: 0.135 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 yk • eyp • •L oR\ •.••` O 278ys ONAI N 03 018 WARNING" READ AND FOLLOW ALL IMPORTANT•• FURNISH THIS DRAWING TO ALL C to iine, a division of ITW Buildl1'ngg t ss m .gnfgormance with AN51lf I ling this (frawin indicates au d use o this rowing for any More information see this joWs general ni THEINSTALLERS of failure to build the I or cover pagen. The su dbility 1-4961*1 ALPINE w+mvaowrv+v 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number. N333706 Ply 1 SEON: 50200 / T26 / VAL I Cust. R R8975 JRef: 1 W9H89750128 W FL / N FL / TEENBLDR Qty- 1 FROM- RWM DrwNo 081 18 1512 45825 Truss Label: MV4 I SN / WHK 03/22/2018 Loading Criteria (psf) TCLL: 2000 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enctosure. Closed Risk Category: 11 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 it Loc. from endwall not in 9.00 ft GCpf: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 1112X4 12 B Snow Criteria (Pg,PI in PSF) Deft1CS1 Criteria Pg: NA CC NA CAT. NA PP Deflection in loc Udell LJ# Pf: NA Ce NA VERT(LL): NA Lu: NA Cs. NA VERT(TL)- NA Snow Duration. NA HORZ(LL): 0.003 C HORZ( L): 0.007 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.237 TPI Std: 2014 Max BC CSI: 0.188 Rep Factors Used. Yes Max Web CSI: 0.079 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver. 17.02.01A.1115 21WAVE T 1 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /22 /68 /- /16 /48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# a• : ATE 0 06 0 0 278S ONA1. a N''""w rww v`r 03/22/20 18 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re9uire extreme care in fabricating, h ndlin shinpin mstalling,and bracin Refer to and fgllow the latest edition of SCSI (Building nen S fey Information, by TPI and SCA) f) safety ractices prior to performing these functions. Installers shall provide temporary Der BSI., Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a properly d n id tel in Loralions shown for ermanent lateral restraint bf w bs shall have bracin ns fled p r BC SI sections $3,7 or 810, ica ge. Ap Ty Dtates to each face, otPtruss and position as shown a ve and on the Joint9detai s, unless noteG otherwise Refer to Is 160A -Z fgr standard plate positions a division of ITW 13 dd ncQtCComponegnts Group In .shall not be re;ponsiple for any deviation from this dr win any failure to build the conformance with AN51lTPI 1, or for handlufg shipping, mst IlabOn and bracing of trussesA seal on this dr wing or cover pageIhisdrawingindicatesacceptanceofproTessronarenmeenngresponsibilitysolelyforthedesinshown. The suiTabilftyeothisiawingoranystructureistheresponsibilityoftheBuildingDesigrterpeANSIITPI1S$c.2. more Information ALPINE wnwc 13723 Riverpon Drive Suite 200 Maryland Heights. MO 6304 Job NlLmber. N333706 Py: 1 SEON: 50201 / T27 / VAL Cust: RR8975 JRef: IW9H89750128 WFL / N FL / TEENBLDR Oly: 1 FROM: RWM DnvNo. 081.18.1512.46028 Truss Label: MV6 SN / WHK 03/22/2018 Loading Criteria (ps0 TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " OV 1112X4 B 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 pst BCDL. 5.0 pst MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 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. 6 6' 6' 1 1 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg' NA Ct: NA CAT: NA PP Deflection in loc Udell LH/ Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): NA D' 98 /24 / 71 / - /17 / 72.0 Lu: NA Cs: NA VERT( L): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.011 C D Min Big Width Req = - HORZ(TL): 0.026 C Bearing A is a rigid surface Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.579 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.503 Rep Factors Used: Yes Max Web CSI: 0.190 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115 21 ATE 0 278 y,'- NAI .,rs V 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating hh ndlm9 shippin in tailing,and bracing Refer to al nd follow the latest edition of BCSI (BuildingSafetyInformation, TPI and S CA) fb) sa ety gfaclices prior to perto ming these unctions. Installers shall provide temporary SCSI. Unless noted olherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav a roperl Ikid ceilin . Locations shown for ermanent lateral restraint bl webs shall hav br8ung installed p r Bc l sections ¢3, 7 or B10y e. Appy DDtat s to each lace otDtruss and position as shown above and on t e JoinfDetails, unless not otherwise Refer to 60A -Z for slan ard plate positions of any failure to buildthe n r The suitability ALPINE wmvcawrn 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 Job Nbmber. N333706 Py: 1 SEON: 50202 / T21 / HIP_ Cust. RR8975 JRef: 1W9H89750128 W FL / N FL / TEENBLDR Qty 2 FROM: RWM DrwNo. 081.18.1512.45780 Truss Label: HJ7 SN / WHK 03/22/2018 5'37 9110"1 577 4'6"10 D 12 2X44.17 p C c7 c> o i v e B T y A FE WA/A11 =4X4 IMPORTANT— FURNISH THIS any o :• MATE OF 9• ' c'••:ct OR\V.•• C- 0 S•••........ S ONAI E 278 ''w`d 03/22/2018 VALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS I. installinq_and braanq. _ Refer to and follow the latest edition of failure to buildthe I r cover 141116111111, ALPINE rrwc x 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 9-31"1 97"! 1 7- 19,10,1 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pr 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 U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph PC NA Ce: NA VERT(LL): 0.030 F 999 360 B 522 /165 /. /- /- /10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.113 F 999 240 E 427 / 52 / - /0 /0 /1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 F - - D 305 / 154 / - / - / - 11.5 Des Ld: 47.00 EXP. C HORZ(TL): 0.018 C Wind reactions based on MWFRS Noffit: 0.0 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psi BCDL 5 0 sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.772 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to W2 TPI Std: 2014 Max BC CSI: 0.670 D Min Bis 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: 0.353 Bearing B requires a seat plate. Loc. from endwall: NA FT/RT-20(0)/10(0) GCpi• 0 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver, 17.02.01A.1115 21 Maximum Top Chord Forces Per Py (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) B - C 325 -762 Top chord 20 SP #2 N Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - F 710 -291 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Wind C - F 318 -776 Wind loads and reactions based on MWFRS IMPORTANT— FURNISH THIS any o :• MATE OF 9• ' c'••:ct OR\V.•• C- 0 S•••........ S ONAI E 278 ''w`d 03/22/2018 VALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS I. installinq_and braanq. _ Refer to and follow the latest edition of failure to buildthe I r cover 141116111111, ALPINE rrwc x 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Nbmber. N333706 Ply: 1 SEON: 50203 / T34 / HIP_ Cust: R R8975 JRef, 1 W9H89750128 W FL / N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 081.18.1512.46094 Truss Label: HJ71 SN / WHK 03/22/2018 Loading Criteria (psq 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 " T Z1 5'5"3 9110"1 5'5"3 44"14 N 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 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 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 5'37 477 3" 5'3'7 9'6"9 '1 "1 Snow Criteria (P9.Pr in PSF) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Deli/CSI Criteria PP Deflection in loc Udell U# VERT(I-Q: 0.018 F 999 360 VERT(TL): 0.070 F 999 240 HORZ(LL): 0.006 E - HORZ(TL): 0.014 E Creep Factor. 2.0 Max TC CSI: 0.729 Max BC CSI: 0495 Max Web CSI: 0.455 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 384 /109 /- /- /• /10.6 D 453 /70 /- /- /• /1.5 C 298 / 143 / - / - / - /1.5 Wind reactions based on MWFRS A Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# VIEW Ver. 17.02.01A.1115.21 IMaximum Top Chord Forces Per Py Jibs) Chords Tens.Comp. A - B 269 -942 oN•°JY` ATE ss DNAI0278 nallwW100 03/22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. A - F 871 -245 F - E 864 -249 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. 8-E 272 -944 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses reqquire extreme care in labricatingg, hhandling, sh! pin , installing.and bracin .. Refer to and follow the latest edition of BCSI ((Building omponenf Safety Information, b TPI and SBCA) for sa ety (ractices pnor to perfo7gming these functions. Installers shall provide terhpora bracin Der BCSI.. Unless noted or erwise,top chord shall have property attached structural sheathing and bottortl chord gnall hav€ a pro er yattachdrigidceilinLocationssownforermanentlateralrestraintbfwebsshallhavebraacinginstalledpgrBCSIsectionsQ3, 67 or 10, as applica e. App dates to ach face, o truss and position as shown above and on the Join Details, un ess noted otherwise. Refer to ALPINEdrawings16OA-Z fo s andard plate positions. Alpine, a division of ITW Bt ild11'nQQ omponentS GrOyp InC shell not be reFponsible for any deviation from this dr win any failure to build the MnWC truss in Cgnf rmance with AN51lf 11, or or a ollAq sllippinq, inatallati n an bracing of trussesA Bal on th dr w or cover page , , 13723 Riveryon DrivelistingthisrawingindicatesacceptanceofproTessionarenineeringresponsibilitysolelyforthedesinshovJn. The suiTability and use o this drawing for any structure !s the responsibilitylof the Building DesigrSer perANSIITPI 1 S16c.2. Suite 200 For more inrormabon see this ob's general notes page and these web sites ALPINE www al ineilw com. TPI: www t inst org. SBCA www sbeindustry tom ICC. wwwkz"fe Maryland Heights, MO 6304 Job NBmber. N333706 Ply: 1 SEON: 50204 / T29 / HIP_ Cusl: RR8975 JRef. IW9H89750128 W'FL / N FL / TEENBLDR Oty. 1 FROM• RWM DrwNo. 081.18.1512.45782 Truss Label: HJ68 I I I SN / WHK 03/22/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " TZ TO"294'6 i r TO"2 2,4.5 `7 D 1112X4 7'0"2 1'10"10 TO"2 2'4'5 TO"2 9'4'8 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: It 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 R Loc. from endwall NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-7-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria ft,Pf in PSF) Pg: NA Ct: NA CAT W Pt. 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 11C Deft/CSI Criteria PP Deflection 1n loc Udell L/ll VERT(LL): 0 055 F 999 360 VERT(TL): 0.062 F 999 240 HORZ(LL). 0.025 F - - HORZ(TL): 0.026 F Creep Factor: 2.0 Max TC CSI: 0.719 Max BC CSI: 0.434 Max Web CSI: 0.162 VIEW Ver. 17.02.OtA.1115.21 o % NATE OFAr ch 40 4 0 278 ONA1wnnowwalo`7', 03/22/2018 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS any Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 347 /103 / - / - / - /10.6 G 1053 /216 /- /- /- /11.3 E 4 /36 /12 /- /- /1.5 D 57 /61 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 284 -961 to and follow the latest edition of 13CSI (Buildin se functions. Installers shall DDrovtde to pore leathingg and bottomr hord 511a11 hav a pro e Y cinq nsl@lied pfr BGI secbons g3, B7 or 10 en etalls, un ess noteo otherwise. Refer to viation from this drawin an failure to build the issesA Seal on this dr wiXg or cover pagesolelyorthedes„gn shoNn. The suia ility PIANE Hmvmw..n 13723 Rlverpon Drive Suite 200 Maryland Heights, MO 6304 Job NOmber. N333706 Py 1 SEON: 50205 / T35 / HIP_ Cust. RR8975 JRef. 1W9H89150128 WTL / N FL / TEENBLDR Qty: 2 FROM: RWM DnvNo: 081.18.1512.46091 Truss Label: HJ8 I I SN / WHK 03/22/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 4'3"9 815"1 4'3"9 4'1"8 D 12 4.17 p 2X4 C ih B T71 A FE 7YA/A1% = 4X4 I'll "8 7'9"13 7"5 7'9"13 8'5" 11 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: 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 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 5-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. IMPORTANT" FURNISH THIS any Snow Criteria (P9,Pr in PSF) Deo/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.019 F 999 360 Lu: NA Cs' NA VERT(TL): 0.073 F 999 240 Snow Duration: NA HORZ(LL): 0.005 C - HORZ(TL): 0.012 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.545 TPI Std, 2014 Max BC CSI: 0.631 Rep Factors Used: No Max Web CSI: 0.213 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02 01A.1115 21 ALL 9 • NO z7s 03/22/20I 8 to THE INSTALLERS Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 393 1125 /- /- /- /10.6 E 292 /29 /- /0 /0 /1.5 D 238 /119 /- /- /- /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. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (lbs) Chords Tens.Comp. B - C 238 -567 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 529 -213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 230 -571 of failure to build the 1 or coverpa n. The sui ility ALPINE nrnvaRww 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Nbmber: N333706 Ply. 1 SEON: 50220 / T20 / EJAC Cust, R R8975 JRef: 1 W9H89750128 W'FL / N FL / TEENBLDR Oly: 9 FROM. RWM DrwNo: 081.18 1512 45669 Truss Label: EJ7 I I SN / WHK 03/22/2018 Loading Criteria (psi) 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 12 5.9 Defl/C$1 Criteria Pg: NA Ct: NA CAT: NA o> Pf: NA Ce: NA i Lu NA Cs NA n v Snow Duration. NA HORZ(LL): 0.016 D B 12 A 7Yd/A11 D 1'4" 7' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP. C Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a, 3.00 R Loc. from endwall: not in 4.50 R GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 1313(Effective 611/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13W' uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS Snow Criteria (Pg,P1 in PSF) Defl/C$1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu NA Cs NA VERT( L): NA Snow Duration. NA HORZ(LL): 0.016 D HORZ(TL): 0.037 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.933 TPI Std: 2014 Max BC CSI: 0.591 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 6 AS FLF 00 0 •• o. 648 to IT •: ; 0' •.• OR ..• 4ONAI EN0278wrrnoarwtpvlj 03/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 466 /107 /381 / - /155 /80 D 135 /12 /103 /- /- /1.5 C 234 /111 /149 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (BuildiniaClicespriortoperformingthesefunctions. Installers shall provide tem orarY9 e proDerN attached structural sheathing and boltQrt] chord shall hav a roperl restraint 8f w bs shall hav breaamQ installed p r BGSI sections 93,7 or Bt as shown a 6ove and on the JoinfDetails, unless noteo otherwise. Refer to ll not be responsible for any deviation from this drawin ap failure to build the1q , installation and bracing of trussesA sgeat on thisg dr wlXgg or cover page tr engineering responsibility solely f -or 4he dgs„gn shoNn. The suitability ALPINENE mrrWLOMMN! 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Namber. N333706 Py: 1 SEON: 50207 / T4 / EJAC Cust: R R8975 JRet: 1 W9H89750128 W FL / N FL / TEENBLDR Oty: 6 FROM: RWM DnvNo: 081.18.1512 46095 Truss Label: EJ71 SN / WHK 03/22/2018 Loading Criteria (psn TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T B 2X4(A1) 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: h/2 to h 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 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 7' 7' Snow Criteria (P9,Pt in PSF) Deft/CSI Criteria Pg NA Ct. NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL)- NA Snow Duration. NA HORZ(LL): 0.018 C HORZ( L): 0.043 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.984 TPI Std: 2014 Max BC CSI: 0617 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A 1115.21 o• ATE 9: o o S 1696. 000NA Oaoz78 '' w,win.rwtuv`"' 5 03/228018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 350 / 62 /260 /- /130 /8.0 C 138 /15 /109 /- /• /1.5 B 240 /114 /156 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire extreme care in fabricating hh ndlm9 shippin , in¢tailing.and bracing. , Refer to and follow the latest edition of BCSI (Budding i Safety Information, byY TPI and SBCA) I sa ety radtces pnor to performing these functions. Installers shall provide tern orary 3 St.. Unless noted olnerwise,top chord shall have pro attached structural sheathing and botlor chord ghall have a o erl Kid ceilmaa Locations shown for ermanent IatGral restraint 6f webs shall have braaanag nslalled p r BCSI sections Q3, B7 or B7 ApDTV plates to each face oftruss and Position as shown above and on the Jomh etalls, un less noted otherwise. Refer to a division of any his dr wing ap failure to build theonthsdrwoorcoverpagge Le design shoNn. The suiRtility, www tpmst oro. SBCA• www sbcindustry Com, ICC www A140966, 4LNE NMmY(d11MlfI 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Amber. N333706 Py: 1 SEON• 50208 / T23 / EJAC Cust: R R8975 JRet: 1 W91-189750128 W FL / N FL / TEENBLDR Oty. 1 FROM: RWM DrwNo: 081.18.1512.45467 Truss Label: EJ68 I I SN / WHK 03/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 SCLL. 0.00 BCDL' 10.00 Des Ld 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " D 1112X4 C 12 5.9 ro Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W 0 Pf: NA Ce: NA VERT(LL): 0.006 F 999 360 Lu: NA Cs: NA B A E4m2Xd1A1% m Axa 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: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 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. 5'4" 1'4" --j Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 357 / 68 /304 / - /149 /80Pf: NA Ce: NA VERT(LL): 0.006 F 999 360 Lu: NA Cs: NA VERT(TL)' 0.025 F 999 240 G 399 / 154 / 266 / - / - /8.0 Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS HORZ(TL): 0.009 F Creep Factor. 2.0 B Min Brg Width Req = 1.5 G Min Big Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.322 Bearings B & G are a ngid surface. TPI Std: 2014 Max BC CSI: 0.231 Bearings B & G require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.122 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Web Forces Per Ply (Ibs) Plate Type(s): Webs Tens.Comp. VIEW Ver. 17.02.01A.1115.21WAVE C - F 375 -304 0 7ATE O'F ,` Ar 94. ORS • 0 278 SIONAl 11 wtrww 03/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Alpine, a division of ITW B itddl1'nQC ompon nts Gr44uG I shall not be re;ponsiple for any deviation from this dr wing arr failure to build the I m cgnformancewdh N51lfPl 1, or (nor handliA shipping, mst llabdn and braang qf, Wss sA eat on th s drBwiXg or cover page , I thrs drawing indicates acceptance of pro esstonar en mering responstbrlrN so ely tior the des! n shown. The suiTabthty and ise of this OFawing for any structure is the responsibilit o the Building Desig er pe ANSUfPI 1 S c.2. c...,.,...e:......,......r,w:.:,.w•.........,.... ss sM .w....w ..,". eoiuc...........:..e......,..,.tw. ..............,.... CCf`1..u....ew,iM..e.m .n,n1!`f. .u.... .,... nl 14,1616, ALPINE N+mvadw+r 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job 8975 W FLt/ rN FL / TEENBLDR Oty' 2 I FROM: RWM / T2 / EJAC I SNSNo R081 18.1512.45342 / 209850128 Truss Label: EJ68A Loading Criteria (psf) TCLL' 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " ti Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: 11 EXP: C Mean Height: 15.00 fl TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist. h/2 to h C&C Dist a: 3.00 R Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. 54" 1'4" —1 6 i 5' 6'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT' Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/C$1 Criteria PP Deflection in loc Udefl U# VERT(LL): 0.009 E 999 360 VERT(fL): 0.033 E 999 240 HORZ(LL): 0.005 E - HORZ(fL): 0.013 E Creep Factor. 2.0 Max TC CSI: 0 374 Max BC CSI: 0.256 Max Web CSI: 0.133 VIEW Ver. 17.02.01A.1115.21 3 • jATE 11, 1°•'cc ••'c4 OR0,19" ao 278 '' /ONAl 1 v wtotuw `' 03/22/2018 m Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 237 / 22 /178 / - /124 /80 F 416 /161 /284 /- /- /80 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings A & F are a ngid surface. Bearings A & F require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 379 -313 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in. fabricating, handling shipping, installing and bracing. ,Refer to and fgllow the latest edition of SCSI (Building t S fey Informabon, by TPI an0 SBCA r0r safety practices prior to performing these functions. Installers shall provide temporary B8SI.. Unless noted olherwise,top chord shall have property attached structural sheathing and bott% gI s d Dons ha %a ooB10Y l id ceilmo Locations shown for ermanent lateral restr int Of wpbs shall have bracjn9 installed p r 6c ec e. A g y Vies to each face, otPtruss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A -Z for standard plate positions. TPI 1, or for r acceptance any structure his drBwin a failure to build the on this dr wirXgg or cover page Le design shown. The suitability ALPINE m rrwcc lM1V/Y 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 Job IJumber. N333706 Py: 1 SEON: 50210 / T37 / EJAC I Cust: RR8975 JRef. 1W91 -189750128WFL / N FL / TEENBLDR Oty: 3 FROM. RWM DrwNo: 081.18.1512.46093 Truss Label: E.16 I SN / WHK 03/22/2018 Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL- 0.00 BCDL. 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 12 5.9 rn Pg: NA Ct. NA CAT: NA PP Deflection in loc Udef! L/# Cn M Lu: NA Cs: NA in Snow Duration, NA B HORZ(TL): 0.022 D Cl) A 2X4(A1) D Bldg Code. FBC 61h.ed 201 1,4„ 6- 6' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to W2 C&C Dist a: 3.00 R 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 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. Snow Criteria (Pg.w in PSF) Defl/CSI Criteria Pg: NA Ct. NA CAT: NA PP Deflection in loc Udef! L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL): NA Snow Duration, NA HORZ(LL): 0.009 D HORZ(TL): 0.022 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.646 TPI Std: 2014 Max BC CSI 0.424 Rep Factors Used. Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 S Oa•'J o VATE OF ; 9X10 4 OR,pP.`c' 0 278 '`r'Lruunaiw a`b 03/22/2018 9-1 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 419 /98 /347 /- /137 /8.0 D 114 /10 /86 /- /- /1.5 C 198 /94 /125 /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min 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 Trusses require extreme care in fabrlcatin , hhand ling, shin in ingtallin g'and bracing. ,Refer to and follow the latest edition of SCSI (Building Component S fety Information, by TPI an SBCA) ror saietpy pradla s pnor to performing these functions Installers shall Drovi le tempora bracin Der BSI., Unless noted o){herwise,top chord shall have proD.erN attached structural sheathing and bottom hord Shall have a pro2e attach a rgid ceilin . ocations shown for Derma ienI lateral restraint bf webs shall hav bracing " slplied pgr BC I S Ctions 03, B7 or 1asappIcae. Appy 1 ales to each face, or truss and position ass hown above and on the Joint etaits, un ess note otherwise. Refer to drawings 160 -Z for standard plate positions. Aluine, a division of ITW BUtiild11'nQQ omponenis Gr4uD In .,shall npt be responsiple for any deviction from this rpwinsl anY failure to build the truss in ntormance with PiN51lf 11, or Tor handlirfg shipping, installation and braanq f trussesA eal on t is dr8wing or cover page , listing this Drawing, indicates acceptance_ of proTessionar engineering respons_ b,lity solely- or the design shovdn. The suiCabibty more information see oris lob's general notes page and these web sites: ALPINE: www elpinenw corn, TPI www ALPINE N.mvmwwx 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Rumber. N333706 Ply. 1 SEON: 50211 / T39 /JACK Cusl: R R8975 JRef. 1 W9H89750128 V1 FL / N FL / TEENBLDR Oly: 4 FROM. RWM DrwNo 081.18.1512.46465 Truss Label: CJ5 KD / DF 03/22/2018 T Loading Criteria (psi) 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 " C 11'9"13 12 5.9 a> fV M B 9,4„ 4 p 2X4(A1) 4'11'A 1'4" -{- 4'11 "4 J 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 CSC 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 20 SP f/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"A3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg.Pf in PSF) Den/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)- 0.005 D HORZ(TL): 0.011 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.401 TPI Std: 2014 Max BC CSI: 0.276 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 r S p i J 4 ATE Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 370 /90 /312 /- /117 /8.0 D 92 /7 /70 /- /- /1.5 C 158 /76 /99 /- /- /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 ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 3751/ 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shippin ingtalling,and bracing.. Refer to and follow the latest edition of SCSI (BuildingtSfeyInformation, by TPI and BCA) ibr sa ety ractfces prior to perfo ming these functions. Installers shall provide temporary B SI. Unless noted olherwise,top chord shall have property attached structural sheathin and bpottQrr2 chordct4nn l haveBa poroperl_yiIdceilmLocationsshownforpermanentlateralrestrintfwebsshallhavebraan9insIlederBCSIseB0 e. App j' Dlates to each face , of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A -Z for sp n Bard plate positions. a division of notes failure to build the I or cover pa en. The sui Ability ALPINE MimQ1M/M!Y 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N333706 Py: 1 1 SEON: 50212 / T14 / JACK KD Cust. R R8975 JRel: 1W9H89750128 WFL/N FL/TEENSLOR Oly. 1 FROM: RWM DrwNo: 081.18.151246481 Truss Label: CJ5A / OF 03/22/2018 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 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to W2 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 #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 CSC member design. Right end vertical not exposed to wind pressure. 4'8"-433" 012X4CO 12 59 p e O B 74' 4 EG a2X4(A1) 1113X6 F 5' 4'8" M12 F41 Snow Criteria (Pg,P1 in PSF) Deft/CSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration, NA HORZ(LL): 0.004 F HORZ(TL): 0.009 F Code / Misc Criteria Creep Factor. 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.343 TPI Std. 2014 Max BC CSI: 0.242 Rep Factors Used: Yes Max Web CSI: 0.139 FT/RT:20(0)/10(0) Plate Type(s). VIEW Ver. 17.02.02A.1213.21WAVE i AT 0 27i"'11%p • gee....••' S/0NAW N 03/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS russes require extreme care omponent Safety Informatior bracin Ger BCSI. Unless note attachD a rigid ceilin pDLLocg6aboi draw hgsca 60A-Z°f rrstandard Alpine. a division of ITW Buildin EINSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 365 / 88 /307 / - /117 /8.0 G 223 /85 /171 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# omponents Gr0)1D Inc. shall not be re ;ponsi¢le for any deviation from this dr8win a lZ failure to build the11, or for anCdllAAst snipping, tnst llattdn an bracing of trussesA eat on this dr w g or cover page accepptance of proTessronaf en Ineenng responsibilit r sole( or the desf n shown. The suitability yansWcture is the responsibilit of the Building Designer pefANSIIfPI 1 S c.2. ral notes page and these web sates: ALPINE: www.alpineatw can, TPI: www.tpmst.org: SSCA www.sbdndustry.com; ICC, www.iccsai ALPINE M"wcawnwr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Rumber. N333706 Py. 1 SEON. 50213 / T19 / JACK Cust: RR8975 JRef: 1W9H89750128 W FL / N FL / TEENBLDR Oly: 1 FROM: RWM DrwNo: 081.18.1512.46466 Truss Label: CJ5B I KD / OF 03/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 R TCDL: 4.2 psf 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "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. r4,6., 3.. 102X4 0C 12 59 0 v 6 8 4- A FI—JE a 2X4(A1) 103X6 5' 4,6„ . 48 M11 T4 Snow Criteria (P9,PI in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs' NA VERT(fL): NA Snow Duration. NA HORZ(LL): 0.004 F HORZ(fL): 0.009 F Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.343 TPI Std: 2014 Max BC CSI: 0.242 Rep Factors Used: Yes Max Web CSI' 0.139 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A.1213.21 Ja ATE : pc.•F OR O`•- wow. IVA 03/22/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 365 /88 / 307 / - /117 / 8.0 E 223 /85 /171 /- /- /4.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Big Width Req = 1 5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hhandling9 shiupm installing,and bracin Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r0'r safety practices prior to performing these functions Installers shall provide temporary bracin Der BCSI., Unless noted olherwlse,top chord shall have proD_erN attached structural sheathing and bottortl chord Shall hav a pro2erl attach a ngld ceillna Locations shown for Dermanent lateral restraint bf webs shall have bracing installed pgr SCSI getlons B3, 7 or B10Y as app ICa e. Ap 7y rpt66s to each face, or truss and position as shown above and on the Join`Details, un ess noted otherwise. Refer 10 ALPINEdrawings16OA-Z fgr stanuard plate positions. AI in a division of ITW B11ildl1'nQQCCom orients Gr u In . shall n t be responsiple for an deviation from this dr wIn a failure to build thetrussinconlormancewithANSIlTPI1orforhandllrpslippmq, Installatldn and bracing of irussesA eal on thr dr wq or cover page 2400 Lake Orange Dr. ry listing this drawin indicates accev ance f proTessronar en mooring res onsibllity solely or the design sho n. The sul iii Suite 150andguseofthis rawing for any structuress [he responsibility of the Building DesigrSer perANSIl1 PI 1 5Ec.2. For mwe mformaeon see tins' 's enerel notes sand Inose weD sites ALPINE www.al 'neiNv.tom; TPI: www.t meta ,SBCA• www sbcindus tom• ICC: www.iccsale Grg Orlando FL, 32837 Job Number. N333706 Py: 1 SEON: 50214 / T33 /JACK Cust: RR8975 JRef• 1 W91-189750128 W FL / N FL / TEENBLDR Oty: 1 FROM, RWM DrwNo: 081 18 1512.46747 Truss Label: CJ51 KM / DF 03/22/2018 Loading Criteria (psr) TCLL- 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " T B 11'9"13 212 5.9 fV A 9.4.. C 2X4(A1) 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 psi MWFRS Parallel Dist: 0 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 02 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind bads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord 4'11 "4 411 "4 Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0 006 C HORZ(fL): 0 015 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.450 TPI Std: 2014 Max BC CSI: 0.301 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 WARNING" READ AND FOLLOW ALL IMPORTANT'* FURNISH THIS DRAWING TO ALL C gine, a division of ITW Buil ss in conformance with Arlvv ing thisdrawing indicateJuseofthisdrawing1 more information see efis job's general notes o• ATE ••Qr 03/22/2018 INSTALLERS Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 249 143 /185 / - /91 /8.0 C 96 /10 /76 /- /- /1.5 B 168 /80 /109 / - / - /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# 11nqC omponegnts Grq4uD Inc., shall not be res nIle for any deviation from this dr win a failure to buildthe51l1PI1, or for hantllirfg shipping, mst llabdn and brpaCin7 f trussesA eal on th s dr w Xg or fthe sua[abilitysacceptanceofpproTTesslonarenggneeringresonsibglittvysoleIvorthedesinshown. or anv structure Is Oie resoonsibtliK of the Building DesigiSer Der ANSI/TPI 1 Sbc.2. 1.49611,11 ALPINE mff.c wwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Itumber. N333706 Py: 1 SEON: 50215 / T36 / JACK I Cust: R R8975 JRef: 1 W9H89750128 W FL / N FL / TEENBLDR Oty. 6 FROM. RWM DrwNo: 081 18.1512.46512 Truss Label: CJ3 I I KD / DF 03/22/2018 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0" C 12 10'10" 5.9 SO v B lV J_ N 9'4n A D 2X4(A1) 1'4" 2'11 "4 2'11 "4 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height. 15.00 it TCDL: 4.2 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 #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"A3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,PI in PSF) Pg: NA Cl: NA CAT: N/ Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Detl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL). NA HORZ(LL). 0.001 D HORZ(TL): 0.001 D Creep Factor. 2.0 Max TC CSI: 0.368 Max BC CSI: 0.077 Max Web CSI: 0.000 VIEW Ver. 17.02.02A.1213.21 00 p4r N,V -311 e VATE OF 1414, 0R` OP\cc, Q, S OAI. Ny°,r028N 03222018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 285 /77 1252 / - / 79 / 8.0 D 50 /4 /42 /- /- /1.5 C 80 /39 /44 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big 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 cusses require extreme care in fabricatin , h ndlingg, shlnping, installing,and bracing. , Refer to and follow the latest edition of BCSI (Building omponen[ Safety Information, by TPI an SCA) for safety practices prior to performing these functions. Installers shall provide terhpora bracin Der BCSI.. Unless noted olhenvise,top chord shall have properly attached structural shgathing and bottom hord shall hav a pro e attach d rigid ceilm .Locations shown for permanent lateral restramt bf webs shall have brawn in5balled per BC I sections Q3, 7 or 1 , as app ICa e. A .pr Dbates to each face, ofruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z lorYs andard plate positions. Alpin a division of ITW BUild1'nQQ om nQgnts Grpup InC shall not be re;ppnsiple for an deviation from this dr wing a 1y failure to build thetnissinc0nlgqrmancewithuNll!T I 1 Po for handlirfq sc i pin , installatldn and bracing y0l,trus5e5A eat on this dr3willg or cover page , 2400 Lake Orange Dr. listing this prawin indica;es acceptance of proTess onal en ineerinq responsibility solelyor the desi n shown. The suiCabllity Suite 150andtiseothisrowingoranystructureistheresponsibilityoftheBuildingDeslgerpeANSI/TPI 1 S c.2. For mors inlormaiion see Ihn oD's eneral noses a aM these web sales. ALPINE www.at 'naew.com TPI. www msl.w ; SBCA. www abdndus .tom; ICC: www.ccaalcorg Orlando FL, 32837 Job Number. N333706 Py1 SEON: 50216 / T32 /JACK Cust: RR8975 JRef: 1W9H89750128 W FL / N FL / TEENBLDR Oly. 1 FROM RWM DnwNo: 081.18.1512.46637 Truss Label: CJ31 KM / DF 03/22/2018 Loading Criteria (ps0 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 12 B 5.9 77 10'10" fb A 9rarr C 2X4(A1) 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 pst BCDL: 5.0 psf MWFRS Parallel Dist: 0 to W2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131'x3.0", min toe -nails at top chord. Provide (2) 0 131'x3.0", min toe -nails at bottom chord. 2'11'A 2'11'A 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)• 0 001 C HORZ(TL): 0.003 C Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.198 TPI Std. 2014 Max BC CSI: 0.115 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 pS Oa• J i i 7t 0,0ATE some 0 278S QNA` r10/ 03/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 151 /25 /111 /- /54 /8.0 C 56 /7 /45 /- /- /1.5 B 97 /47 /63 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Big Width Req = - B Min Brg Width Req = - Beanng A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin9 hh ndling, shippin in talling.and bracing Refer to and follow the latest edition of SCSI (Building Componen` Safety Information, by TPI and S CA) fbr safety radices prior to perfof-ming these functions. Installers shall provide WTI rar bracin99 VVer BCSI._ Unless noted otherwise,to chord shall have pro attached structural shgathing and boriorrz hord hall hav a rope yattachednqidceibnLocationsshownforpermanentlateralrestraintbfwebsshallhavbraaungginstalledpfrBt; l sgctions 93, 7 or B1 Q _ as app ica a Apploy Places to each face o truss and position as shown above and on loe JoinrDetails, un ess note otherwise. Refer to ALPINE drawings 160A -Z for standard plate positions. Alpine, a division of ITW B i d11nQQCCom on ntSS Gr upp Inc.,shall not be re;pponsiple loran deviation from this dr wirrlt a y failure to build thetrussinnformancewith rV51ITPl 1 or or handliriq shipping, Inst Ilation and bracing of,trussesA Seal on th S tlr wiirlq or over pa a 2400 Lake Orange Dr. x sting this drawing indicattes acceptance pf proTesslonar en lneerinq responsibility solely for the des n shovTn. he suiCablli Suite Lax and use of this drawing for any structure is the responsibility of the 9uilding Desigrier pefANSI/TPI 1 5 c.2.150 For more information see this job's neral notes page and these web sites ALPINE: www el ineitw cam. TPI: www t insl.or . SOCA: www.sbcmdus .comb ICC www occsafe or Orlando FL, 32837 Job Amber.. N333706 Snow Criteria (Pg,PI in PSF) Py: 1 Wind Std: ASCE 7-10 SEON: 50217 / T40 / JACK Cust. R R8975 JRel. 1W91-189750128 W FL / N FL / TEENBLDR Pf: NA Ce: NA City: 6 Enclosure: Closed FROM, RWM DnvNo: 081.18.1512.46467 Truss Label: CA Snow Duration: NA HORZ(LL): -0.000 D EXP. C KD / DF 03/22/2018 Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0BCDL: 4.2 psf 12 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.324 MWFRS Parallel Dist: 0 to W2 5.9 F7- C C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 B FT/RT:20(0)/10(0) Tr)_9'10"3 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 2 LO 4 11914to A p 2X4(A1) Loading Criteria (psi) TCLL- 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration, 1 25 Spacing: 24.0 " 11,114 11`4 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category, 11 Snow Duration: NA HORZ(LL): -0.000 D EXP. C HORZ(TL): 0.001 D Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0BCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.324 MWFRS Parallel Dist: 0 to W2 TPI Std: 2014 Max BC CSI. 0.041 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02A.1213.21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind bads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131'x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 9 0 nsCONAL ,rs 0'r'' 03/22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 265 / 103 / 263 / - 142 /8.0 D 1 /25 /21 /- /- /1.5 C -52 /69 /41 /- /- /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 Ulf, extreme rare in fabntatin9 h dl' ship in tn talling,and bracin Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ana SCA) f i saletpy {ractices prior to perfo ming these functions. Installers shall provide temporary BCSI _ Unless noted olherwise,lop chord shall have pro ' attached structural shpathing and bpott2 gg sd %ns hav%a progenyiidceilin . ocabons shown for Dermanent lateral restr int f webs shall have braaon n Idled er gc ect e. App y p ales to each face or truss and position as shown above and on the Joini9details, unless noted otherwise. Refer to 60A -Z for standard plate positions. a division of any more information see his drily 1Q apy failure to build theonthisrlr$wrrl or cove page e design shown. The suiTability TPI* www tpinst oro: SBCA: www sbCindustry cam: ICC www ALPINE iwnw rrr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 W FL / N FL / TEENBLDR I Oly' 1 I FROM'/ T77 /JACK I KM No OF 18. 15103209850128 Truss Label: CJ11 Loading Criteria (psr) TCLL' 20.00 TCDL 1700 BCLL: 0.00 BCDL: 1000 Des Ld 47.00 NCBCLL' 10.00 Soft: 0.00 Load Duration' 125 Spacing: 24.0 " 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131'x3.0", min toe -nails at top chord. Provide (2) 0.131 x3.0", min. toe -nails at bottom chord. 12 5.9 7P 2X4(A1) 11"4 11"4 Snow Criteria (Pg.Pi in PSF) Pg NA Ct: NA CAT W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/1 O(0) Plate Type(s): WAVE 9'10"3 9,4„ Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL)' NA HORZ(LL)' -0 000 C HORZ(TL): 0.000 C Creep Factor: 2.0 Max TC CSI 0 013 Max BC CSI: 0.009 Max Web CSI: 0.000 VIEW Ver' 17.02.02A.1213 21 i 7t y ATE • 0 2s y. S ONAI t'0' 03/222018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 54 /6 /39 /- /16 /8.0 C 16 /4 /13 /- /- /1.5 B 25 /13 /17 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Big Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling9 shipg, in talling.and braclnp. Refer to and follow the latest edition of BCSI (BuildingtSafeInformation, by TPI and SBCA r0i safe Practices prior to perio ming these functions. Installers shall provide temporary r SCSI._ Unless noted o herwise,top chord shall have pro attached structural sheathing and bottom hord shall have a pro2er nid ceilin Locations shown for ermanent lateral restraint bf webs shall have braunoo ins/#fled p r Bcl secoons B3, B7 or 810yae. Applgy daces to ach face ofatruss and position as shown above and on the aoinTDetails, unless noted othervvise Defer to 60A -Z for standard pPfate positions. of any not failure to build the 1 or cover pa e n. The sp. a bility 141116111.1IANE GM1Y 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 T RelnfoMent Ga Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes 3proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overtop, use a to that covers the total area of upped plates to span the web. 2* 2X4 2X8 rrovioe connecsions for uplars specitied on cne engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsn 10d Common (0.148'x 3.',nln) Malls at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Malls - 10d Common (0.148'0',min) Toenails at 4' a.c. plus 4) toenalls In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, Al1O15051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detaft Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCtOI014, A20015ENCIOl014, A20015END101014, A20015 A11530ENC1OIO14, A12030ENC101014, A14030ENCIOIOI4, 1A A18030ENCIOIO14, A2003CENCIOIO14, A20030ENDIOL 0 S11515ENC100815, S12015ENC100815, S14015ENCl 1 518015ENC100815, S20015ENC100815, 520015E OWSP !lite S11530ENC100815, S12030ENC100815, 514030 6 S18030ENC100815o S20030ENCIOO815, S200 ND 73OPEDI 08 ly See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -malt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member, material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP K3 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'= It' 2' MVARlmmw READ NO) FLLDV ALL MOTES ON TIDS ORAVOU * j " 4: W 3 REF LET—IN VERTfpPOtTANTofUKISHT1=S DRAVDG TO ALL CONTRACTORS VXLUWG TME DISTAIA DIS. 1/ Trusses , 4" 4 estrenf care In fabricating, M Inp, shbpbhp, hstaUing a.d trsc Refs and 1 folio. tla latest "Van of IICSI Milking Coiponsnt Safety Infornatton, by TPI and SICU for sty pt ATE DATE 10/01/14 practicff prier to perfarwhg theft finer. tlornf. Irotallfrf fh.11 p'OYId1 brablp per Unlfff pad OthfMif. top dhord slab have propfl'1y ettadMd structurst a/ld b0 • shag haw a oroperhy attached Np1d caling. locations shown for permomfnt iteral restraint a • ee DRWG GBLLETIN1014 O shall have bracnp Installed per SCSI sedans 33. 87 or illi, as applicable. Appy pates to each a •• OP • , of truss and posttan as shown above and an the Joint Details, vaess noted otfahMu. w •. ` , •• ` d Rehr to drawings 160A-: for standard pate podtbns. ^ •. O R •• qAtow, a dvlslmn of ITV Building Conpornents Inc, shall not be respo^sble for an devMtlon f •••N•ewe AN rtWCIDMFAW this drawing, any failure to build the truss In con armonce with ANSVTPI L or for ti> 4fibobh0 I Inst.Uotlon 6 bracing of trusses, y s/f1 \_a}MAX. TOT. LD. 60 PSF A seal an this drawing or cover paps Usthg tlb drawing, badcatea .oc.pt.nce of professlorhol 'f/p, aNA I l UT231 Rn erpontl0dve sine re on ty salMy for ehr destoh shown The shltabllty aM use of ew d too Il Suite\200 far any structw b dne .wpahmuey a elr wla^D aslpner par. ANSI/IP[ 1 sec8 #0 278 t IUIII DUR. FAC. ANY I l Maryland% Heights.% MOI 63043 for more hforratlon ass this Job's gsmral nates page and these wab sMsn 03/22/2018 MAX. SPACING 24.0' ALPINE, www.alphof econ, TPI. www. torp, SKM www.sbcbduc 1 ICO —.J=safs Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 I7r, 140 mph Wind Speed, IS' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Vlnd Speed, 15' Mean Helght, Enclosed, Exposure D, Kzt = LOO 13r, 120 moh Wind Soeed. 15' Mean Helaht. Partlally Enclosed. Exoesure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B all J U Q oi S P f P 1 / M2 3' 10' 6' 7' 6' 10' 7' 9' 8' V I8• X 9' 7' 12' 2' 12' 8' 4' 0' 14' 0' N3 3' 8' 5' 9' 6' 2' 7' 8' 7' ll' 9' 1' 9' 6' l2' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' Il' 9' l' 9' 6' 12' 0' 12' 6' 14' 0' l4' 0' Standard 10' 14' SP D F L 08' 6' 8' 6' 1' 7' o' 8' 2' 9' 4' 9' e' 4' 12' 9' 14' 0' 0' N2 3' 10' 6' 7' 6' 10' 7' 9' 8' l' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7.5' 9' 2' 9' 7' l0' I1' 11' 8' 14.0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' l0' 11' ll' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' It, 6' 2' 6' 7' 8' 4' e' 11' 9' 8' 10' 4' 13' 1' 14' 0' U i 0 Q1 U O S P F I PIl 111 / N2 4' 5' 7' 6' 7' 9' e' to, 9' 3' l0' 7' I1' o' 13' ll' 14' 0' 14. 0' 14' 0' M3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' S' l0' l0' 13' 9' 14 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' l0' 5' l0' l0' 13' 9' 14. 0' 14' 0' 14' 0' Standard 4' 2' 6' l' 6' S' 8' 1' 8' 8' l0' 5' l0' 10' 12' 8' 13' 7' 14' 0' 14' 0' S P CDFLL kl 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' l0' 8' It, 1' I4' 0' 14' 0' 14' 0' 14' 0' tt2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10' 7' ll' 0' 13' Il' 14' 0' 14' 0' 14' 0' M3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' l0' I1' 13' 4' l4' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' l0' 11' l3' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' l0' 10' ll' t0' 12' 7' 14' 0' 14' 0' d X d U O t--1 S P F LJfl F Ol / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' s.3 4' 7' 8' 2' 8' 5' 9' 8' l0' 0' ll' 6' 12' 0' 14' 0' 14' 0 14' 0' 14' o' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' l2' 0' l4' 0' 14' 0' 14. 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' l0' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' SP D F L Ol 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' It, 9' 12' 3' 14' 0' 14' 0' 14' o' 14' o' b2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' II' 7' 12' 1' l4' 0' I4' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10' l' ll'7' 12' 0' 14' 0' 14. 0' 14' 0' 14' 0' Stud 4 9' 4' 9' 7' ' 7' l0' 8' 10' l' II' 7' 12' 0' 14' 0' l4' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' 1 ll' 6' 1 12' 0' 13' 7' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group A, Sruce-Pine-Fir Hen -Fir NI / # IStandard 11 1 N2 1 Stud t3 1 Stud 1 1 N3 IStandord D las Fir -larch Southern Plnees N3 43 Stud Stud Standord Standard Group B, Hen -Fir NI L Btr NI Dose las Fir -Larch Southern Pheee Ml I iMI 02 N2 Ix4 Braces shell be SRO (Stress -Rated Board). For 1x4 So. Phe use only Industrial 55 ar Industrial 45 Stress -Rated Boards. Group B values ns. be used with these grades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load. Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with led (0.128'0.0' min) nags. BE For (1) 'L' brace, space molls at 2' oc. In 18' end zones and 4' ac. between zones. IN War (2) 'L' braces. space nass at 3' a., - in 10' end zones and 6' ac. between zones. L' bracing must be a minimum of 802 of web member ltngth Gable Vertical Plate Sizes Vertical len thM4X41ce Spike Less than 4' 0' Greater then 4' 01, blessthanll' 6' Greater than ll' 6' Refer to common truss design for peak, splice, and heel plates. Refer to the Binding Designer for conditions not addressed by this detall. VARNDOn RFAD Alm Flludlf At tOIES a THIS BRAVD13 _ • $ REF ASCE7-10-GAB16015MPORTWrwFu•®I THIS YIAVPG TD X.I. CW RACTOtS RF11MIM THC DWA AZM d N Trusses I sA eatrene rare h fabrkathp, hvdhy Yns &% and Refer t t • follow the Isttst a Nlen of 1CSt (hAdhe Caponent Safety Infe'meebn, by TP t end SWA) far sd'esy ` + DATE 10/01/14 pncflies prhor to pefor" these fvKtions ImUllors sins,, proNM-=;4-- r oR ATEunlessratedothereke. tap chard shell haw properly attached strle4ralhl wl bottom w, gnu have a properly etteehed rldd cwb,o. I.aoatlero sheen For pnhhanent tatted restreht e. • DRWG A16015ENC101014 1J f sheu hewbrachR hstaued per 1CII seeemaro 1S. 17 or 11, as Apelr plates to tact f . t tIA9:i IIo 1--+ o. VWs *N tfi a. f/Vw11 oboe arW i1 tin .Iaht Metals. view rotN atlrrwYe. , h O,O e. 11 Refer to ivwYipsH160A-2 far standard pate postflow I I' Alpine, a *AO m of FIV aV Caponents Fxwp he. shaU rot be responsIde for dWASa Non w, AM ITw AAhMJ4Y `"' biaatlan. wa a towises the truss h emlfor,emmce .nm AM/Pt L or far h.. ,y 21*00, •e•mswt•, t'. TOT. LD. 60 PSF A swl an this ar..h1 ar Bever pe usfe,l this draah1, hdoates aemaptuce of pmuefl I espe uty O1er 6f 111& 7232 0"gmnl Ome r b solely far eM dem dna The she —,ty and W of this dradmp fj q,,/ 0 y far W .vspor lhq of tiv wdhp R..lOnr v.r AHtt/IPt l sacs. ,„' W f \l1haeA.myl.ndlHemahu.lhAolex)u genard a aro tw.. kPIN..1pwt.aiTPI...starg$ SICAo ww$taodpWp qH1 MAX. SPACING 24.0' bit Truss I Diagonal brace aptioru vertical length nay be T doubled when diagonal I8• X brace Is used Connect L f diagonal brace for 6001 L• at each end xMaweb It Br ee total length Is 14'. 2x6 DF -L 02 or better dbaomel r t Vertical length shown 15*45'(as bract$ shale 8, In table above.or 4 double cut shown) at L1 upper end ril Connect diagona at Bracing Group Species and Grades, Group A, Sruce-Pine-Fir Hen -Fir NI / # IStandard 11 1 N2 1 Stud t3 1 Stud 1 1 N3 IStandord D las Fir -larch Southern Plnees N3 43 Stud Stud Standord Standard Group B, Hen -Fir NI L Btr NI Dose las Fir -Larch Southern Pheee Ml I iMI 02 N2 Ix4 Braces shell be SRO (Stress -Rated Board). For 1x4 So. Phe use only Industrial 55 ar Industrial 45 Stress -Rated Boards. Group B values ns. be used with these grades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load. Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with led (0.128'0.0' min) nags. BE For (1) 'L' brace, space molls at 2' oc. In 18' end zones and 4' ac. between zones. IN War (2) 'L' braces. space nass at 3' a., - in 10' end zones and 6' ac. between zones. L' bracing must be a minimum of 802 of web member ltngth Gable Vertical Plate Sizes Vertical len thM4X41ceSpike Less than 4' 0' Greater then 4' 01, blessthanll' 6' Greater than ll' 6' Refer to common truss design for peak, splice, and heel plates. Refer to the Binding Designer for conditions not addressed by this detall. VARNDOn RFAD Alm Flludlf At tOIES a THIS BRAVD13 _ • $ REF ASCE7-10-GAB16015MPORTWrwFu•®I THIS YIAVPG TD X.I. CW RACTOtS RF11MIM THC DWA AZM d N Trusses I sA eatrene rare h fabrkathp, hvdhy Yns &% and Refer t t • follow the Isttst a Nlen of 1CSt (hAdhe Caponent Safety Infe'meebn, by TP t end SWA) far sd'esy ` + DATE 10/01/14 pncflies prhor to pefor" these fvKtions ImUllors sins,, proNM-=;4-- r oR ATEunlessratedothereke. tap chard shell haw properly attached strle4ralhl wl bottom w, gnu have a properly etteehed rldd cwb,o. I.aoatlero sheen For pnhhanent tatted restreht e. • DRWG A16015ENC101014 1J f sheu hewbrachR hstaued per 1CII seeemaro 1S. 17 or 11, as Apelr plates to tact f . t tIA9:i IIo 1--+ o. VWs *N tfi a. f/Vw11 oboe arW i1 tin .Iaht Metals. view rotN atlrrwYe. , h O,O e. 11 Refer to ivwYipsH160A-2 far standard pate postflow I I' Alpine, a *AO m of FIV aV Caponents Fxwp he. shaU rot be responsIde for dWASa Non w, AM ITw AAhMJ4Y `"' biaatlan. wa a to wises the truss h emlfor,emmce .nm AM/Pt L or far h.. ,y 21*00, •e•mswt•, t'. TOT. LD. 60 PSF A swl an this ar..h1 ar Bever pe usfe,l this draah1, hdoates aemaptuce of pmuefl I espe uty O1er 6f 111& 7232 0"gmnl Ome r b solely far eM dem dna The she —,ty and W of this dradmp fj q,,/ 0 y far W .vspor lhq of tiv wdhp R..lOnr v.r AHtt/IPt l sacs. ,„' W f \l1haeA.myl.ndlHemahu.lhAolex)u genard a aro tw.. kPIN..1pwt.aiTPI...starg$ SICAo ww$taodpWp qH1 MAX. SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL . I 01 Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 6-8d (0.131"x2.6") 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 II, Exp 8,1=1.0, Kit --1.0 0r A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp 0, K:t=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. o the crlppes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. TYp) innection Requirement Notes 2x6 rafters to ridge 416d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 416d toe -nails 1816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 316d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails CRIPPLE, BRACING, & BL66kf""" " ES " "" """" 13.'" beam to rafter 416d toe -nails NG NOTNOTE: 16d (0.162"x3.5")COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 6'-0" to 10'-0" long nailed w/ 2.10d (0.148"0") nalls. Or 2x4'T' or scab reinforcement nailed to Sat edge of cripple with 10d OA28"xll&') nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces w/'T' or scab. Use stress graded lumber & box or common nalls. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter If sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise. or v - V (A) 1 (B) (e•) o"AlaQQ- READ NO FMA" All $40= a 1PaS WAVaa 1 TC LL 20 30 40 54 REF VALLEY FRAMIKG43340" neo %X04214 nQS &UVM m ALL tnrtRACToa aG,UMM TK DWOLMLS No. 70861 Tn sses ..pl•..revw. care to Iabrtcathe, heManp, stsppb.e, e.s4twR .na levet Refute W TC DL 10 20 7 7 DATE 10/01'14fatlo. flue (&test edition of &CSI cwcr.R tdponsnt S_/•ty 4"orwatMn, 6r rnt aM itw feam s+ y praeUc•s P 10 to perfar *V these funClJo ts. LISWWs shut provNe topes" brs R PIC 7rWassrot•d ovvirvis•, tap chard shall hew properly attndrd ebl-M -al sh•atle.p _nd bo am. n . BC DL 0 0 0 0 ORWG VACNV1801015 call he • properly ate4 pw = a..ti, 013" 07n, 310, for p.r.e,w.,t *•tete* r.etrJ.t9r ..b. . STATE OF d O soca Mw *ratio a tnstalted per -IIsi Seeman tri, J or ago u e uoebt• Appy p ea «e f a J Qe BC LL 0 0 0 0oIZZ" uW position as sheen •bov sed on tlr Jetts aM4. ee rosM ARefer, to baeb y 160A-2 for standard pate pesttlons. a P i ( A1pbM, a division of nV Copoonmb C Irc. shah rot be rasperu" for any dr e•• / P d' / AN rtWCl7MiW1Y thio di-o.hp, arty feavre to did the %nes In aanf*= cath MSLIM 1. ar far huaurp ee `OR TOT. LD.30 50 47 61 Yutsitation t braefnp of *roses. aee•r..a.eae A seal on fl_sldra•he or cover Pape Usth Vds trsohp, bvlmtes •ctoeptence of prof astrsfl a _+V 7wYrsrYprapmt.ty far tn. st_•ra The WmWly and v: °f Vft di'aaa'a ' Sl N `E' mss+ DUR. FAC. 1.25/1.15 rib9trirpont l)me fx ury strretvav b the .a th' a w bAdbV atter Iter A/ca/i% 1 Sec.& tsnne.T.liowas A,pRE ..w'pa, n ,,,`0ivu ;.eob`a°wnerttsar,, `me"y an' a°,o`e; leap SPACING SEE ABOVE RECORD COPY i y 1 City of Sanford Building and Fire Prevention Product Approval Specification Form e -DING Permit # # 1 8_ 1 8 1 2 SANFOR 0P ' 076ProjectLocationAddressMarcoO —Q, '076 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 Pocket 2 panel sliding door FL15332-R4, .6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080-113,.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676-R6, 9, .13 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644-R2, .03 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504-R2,.4 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-113,.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444.13 Underla ments Rhino Underlayment FL21842-R1,.1 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 MiTek Industries Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page l .of 3 Business & Professional • r ulation r lr SCIS Home I Lop In I User Registration i Hot Topics I Submit Surcharge { Slats 6 Facts Publications I FBC Staff I SCIS Site Map I Links Search f1Orlrla 3 r *ProductApproval USER: pp User t••o ry Product Approval Menu > Product or Application SeariJi > Application List > Application Dotail FL tt FL15332-R4 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 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. Unch, PE Cr 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 FLIS332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 haps://www.florldabuild1ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt1-18572gvd W1... 4/10/2018 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 # Model, Number or Name I Description Page 2 of 3 15332.1I SERIES 420 ALUMINUM SGD I SERDIES42ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 Il 08-00500E.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 FLIS332 R4 AE 510807D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-00498E.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 510805D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO Limits of Use REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02248C.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 512968C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 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.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 --JSERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-02250C.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 FLIS332 R4 AE 512970C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I SERIES 420 REINFORCED 196 RIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM 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 FL15332 R4 11 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://www.floridabLlilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw(DgtH8572gvdW]... 4/10/2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5332 R4 AE 510808D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80' NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08.00502E.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 510809D.odF PRESSURE RATINGS Created by independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143'x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.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 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes Bad Neat Contact U5 :. 2601 Blair Slone Road. Tallahassee FL 32399 Phone, 9SO-497.1824 The Stale of Flonda is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or try traditional mad. If you have any questions, please contact 650.487.1395. -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 clod bere Product Approval Accepts: W Credit Card Safe littps://www. floriciabLii Iding.oi-g/pr/pr_app_dtI.aspx?param=wGEVXQwtDgtH8572gvd W I ... 4/10/2018 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 lx 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 #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. II. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS- OX, X0, XX, XP, PX, XIP, PIX I TABLE OF CONTENTS 1 NO. I DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATIO REVISIONS REV I DESCRIPTION I DATE I APPROVED 1 A I ADDED CHARTS 03/05/12 1 R.L. 8 REVISED PER NEW TESTING 10/29/13 R L C ADDED FLANGE AND FW INSTALLATION 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.I. E REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORSLLC 5 II IRto/ 650 MARKET STREET GRATZ. PA 17030 E N 6 1P 0 51SERIES420REINFORCEDSGD 96" x 96" u rf NOTES jr'A ; STATE OF ; iO F • F( 0 R10t • . i ss/ANAL oRAwm Ixw No. REv F.A. 08-00499 E 1I11111110 Luis R. Lomas P.E. VALE NTS °ATE 02/23/09 1 sm- I OF 10 L ROSERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NG 77077 FL No.: 62514 434-M-0609 sM wm I N HE 6" MAX17" Rams 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART R3 FOR NUMBER OF LOCATIONS REOUIRED MAX G.C. - 6 MAX 30.0 360 4ao 46.0 60.00 1 72.00 64.00 96.00 60.00 72.00 64.00 96.00 we-9- 14.0 Poi Meg Pas Nog Pas Nag POs ep 64.0J80 40.0 60.0 400 58.2 40.0 52.2 40.0 48.0 17" MAX 400 60.0 40.0 54 9 40.0 49.1 40.0 45.0 4 6 5 6 6 6 6 40 0 59.8 40.0 519 40.0 46 4 40.0 42.4 OC 40 0 56 9 40 0 49.2 40.0 43 9 40.0 40.0 6.. XiAx AME Z1 IGHT 6" MAX SERIES 420 REINFORCED SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.OPSF NONE SEE CHARTS pN AND X2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE' 48 112'x 95' 2 MAXIMUM 0 L.O. 44 S/8• X 90 5B' CHART p I WHERE WATER INFILTRATION RESISTANCE IS REOUIREO. 6" MAX SEE NOTE 9 SHEET I Design pressare chart (pst) Rams Single Panel and Total F(srro Width (n) Height 30.0 360 4ao 46.0 60.00 1 72.00 64.00 96.00 60.00 72.00 64.00 96.00 we-9- 14.0 Poi Meg Pas Nog Pas Nag POs ep 64.0J80 40.0 60.0 400 58.2 40.0 52.2 40.0 48.0 96.0 400 60.0 40.0 54 9 40.0 49.1 40.0 45.0 4 6 5 6 6 6 6 40 0 59.8 40.0 519 40.0 46 4 40.0 42.4 4 6 5 6 6 6 6 40 0 56 9 40 0 49.2 40.0 43 9 40.0 40.0 CHART r2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIREO. SEE NOTE 9 SHEET I Design pressure chart (psQ Frame Singe Panel and Total Frame Width (n) Height 30.0 1 76.0 12.0 11.0 in) 60.00 1 72.00 64.00 96.00 36.0 42.0 46.0 60.0 72.0 84.0 1 96.0 Pas Nag Pas I Nap PCs Nag Poa Meg 14.0 600 600 582 1 58.2 52.2 52.2 46.0 48.0 e8.0 60.0 600 549 54.9 49.1 491 45.0 45 0 92.0 59.6 59.6 51.9 51.9 46.4 464 1 42.4 424 96.0 56.9 56.9 49.2 1 49.2 43.9 43.8 1 400 40.0 CHART NJ HARDWARE SCHEDULE 1) FLAT MOUNTED HANLOE SET (99-04.145) AT 38 314' ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS L.UMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTER LOCKS ALUMINUM 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK tCWADN$ Number or anchor locations required Frame Single Panel and Total Rame N6dth (n) 03/05/12 Height30.0 36.0 42.0 46.0 60.0 72.0 84.0 1 96.0 10/29/13 n) HAS Jamb H&S Jamb H&S Jamb H&S Jamb 84.0 s 6 5 6 6 6 6 6 88.0 4 6 5 8 6 6 6 6 92.0 4 6 5 6 6 6 6 6 98.0 4 6 5 6 6 6 6 6 HARDWARE SCHEDULE 1) FLAT MOUNTED HANLOE SET (99-04.145) AT 38 314' ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99-17.195) AT EACH ENO OF PANEL BOTTOM RAILS L.UMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTER LOCKS ALUMINUM 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK tCWADN$ OESCRPIgN PATE APPROVED ADDED CHARTS 03/05/12 R.L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REASEO INSTALLATION DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" ELEVATION F.A. 1 08-00499 1 E SCALE NTS I 6Art 02/23/09 1 $NEv 2 OF 10 L. ROBERTO LOWS P.E. 1432 16000FORO RD LEIVISVRLE. NC 27M 434.696-0609 Ibmas@womavecom SIGNED: 06/21/2017 X10 C,ENy, 941% IX o•,• TAT SOFcc c ORIOP'N Luis R. Lomas P.E. FL No.: 62514 FF HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIREO 6' MAX L 17 MAx I0C. I 6" MAX Number o/ anchor locations required 17" MAX O.C. ADDED CHARTS 03/05/12 AX O X 4ME GHT ADDED FLANGE AND FIN INSTALLATION 6" MAX REVISED INSTALLATION DETAILS 08/03/15 6' MAX REVI91ONs Number o/ anchor locations required OESCRU"ON DATE APPROVEO ADDED CHARTS 03/05/12 R.I. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.I. REVISED INSTALLATION DETAILS 08/03/15 R.I. REVISED INSTALLATION DETAILS 06/21/17 RL. NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2' x 95' 2. MAXIMUM O.L.O.: 44 5AT' x 90 5J8' CHART a4 1 SERIES 420 REINFORCED SGO (2) ANCHORS PER LOCATION EXTERIOR VIEW AT SILL SEE CHART J4 DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS REOUIRED 40.OPSF NONE SEE CHARTS a I AND a2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANLOE SET (99.04.145) AT 38 314.ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS ALUMINUM 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" FIN ELEVATION F.A. 1 08-00499 LE NTS -- 02/23/09 --3 OF 10 L ROBERTO LOMAS P E 1432 WOODFORD RD LEMSVILLE, NC 27023 434.696.0609 dbnU$@I4amasN Cam SIGNED: 06/21/2017 1CI0 E N'y , J1 1T • 0,61 2511 TTAttT** OF Luis R. Lomas P.E. FL No.: 62514 Number o/ anchor locations required She Fanel and Total Unit Wdlh (in) Franc Height 30.0 1 36.0 42.0 48.0 in) 60.0 1 72.0 64.0 96.0 H&S I Jamb I H&S Jamb H&S Jamb H&S Jamb N.0 4 6 5 6 6 6 6 6 S&O 4 8 5 6 6 6 6 6 920 5 6 5 6 6 6 6 6 96.0 4 6 5 8 6 6 6 6 1 SERIES 420 REINFORCED SGO (2) ANCHORS PER LOCATION EXTERIOR VIEW AT SILL SEE CHART J4 DESIGN PRESSURE RATING IMPACT RATING FOR NUMBER OF LOCATIONS REOUIRED 40.OPSF NONE SEE CHARTS a I AND a2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE 1) FLAT MOUNTED HANLOE SET (99.04.145) AT 38 314.ON CENTER FROM PANEL BOTTOM 1) METALLIC TANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ALUMINUM 6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS ALUMINUM 6063 -TS REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" FIN ELEVATION F.A. 1 08-00499 LE NTS -- 02/23/09 --3 OF 10 L ROBERTO LOMAS P E 1432 WOODFORD RD LEMSVILLE, NC 27023 434.696.0609 dbnU$@I4amasN Cam SIGNED: 06/21/2017 1CI0 E N'y , J1 1T • 0,61 2511 TTAttT** OF Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE X10 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS EXTERIOR II II II II INTERIOR cvvc vl — 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN ENT 1 3/8• MIN. EMBEDMENT T— 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8• MIN W000 FRAMINGEMBEQMENT OR 2X BUCK DESCRFWN BY OTHERS APPROVED A 1/4" MAX. 03/05/12 SHIM 10 WOOD SPACE SCREW R L. X10 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS EXTERIOR II II II II INTERIOR cvvc vl — 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN ENT 1 3/8• MIN. EMBEDMENT T— 1/2• MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" FRAME INSTALLATION DETAILS DRAWN: 7N0. F.A. 08-00499 WAIX NTS D"E 02/23/09 $BEET 4 OF 10 L. ROBERTO LOMAS RE 14M WOODFORD RO LEWISVXLE. NC 27023 434488-0609 Ramea®abmaspw t SIGNED: 06/21/2017 J\ 5, 11fL1I I`, O/////,/ 5 ATAT E OF ; i0 L4 ORVD* MAi1 G Luis R. Lomas P.E. FL No.: 62514 RrAs*ms REV DESCRFWN WTE APPROVED A ADDED CHARTS 03/05/12 R L. 8 REVISED PER NEW TESTING 10/29/13 R L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 i R.L. 1/4• MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" FRAME INSTALLATION DETAILS DRAWN: 7N0. F.A. 08-00499 WAIX NTS D"E 02/23/09 $BEET 4 OF 10 L. ROBERTO LOMAS RE 14M WOODFORD RO LEWISVXLE. NC 27023 434488-0609 Ramea®abmaspw t SIGNED: 06/21/2017 J\ 5, 11fL1I I`, O/////,/ 5 ATAT E OF ; i0 L4 ORVD* MAi1 G Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE 1/4- MAX. SHIM SPACE REVLSgNS u U DESCRIPMN OAR: APPROVEO ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.l, ADDED FLANGE AND FIN INSTALLATION 12/06/13 Ill, REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. IF SHIM SPACE t0 SMS OR SELF DRILLING SCREW 7 O INTERIOR 1/2- MIN. a DISTANCE 1- EXTERIOR INTERIOR EDGE 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAWN: owc No. F.A. 08-00499 c" NTS °ice 02/23/09 S,IEEt 5 OF 10 L. 908ERrO LOMAS RE 1472 WOOOFORO RO LEWISVO.LE. NC 27027 4..•66!1-0609 dbwS@trlmusq tam SIGNED: 06/21/2017 1R I to GENSFgen 0 5 ••*= O TATE OF tv/ONA H aG\`\ Luis R. Lomas P.E. FL No.: 62514 u USILLTOBESETIN A BED OF APPROVED 110 SMS OR SEALANT SELF DRILLING SCREWS 10 SMS OR SELF DRILLINGili METAL SCREW STRUCTURE EXTERIORlBYOTHERS METAL—\ STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS DRAWN: owc No. F.A. 08-00499 c" NTS °ice 02/23/09 S,IEEt 5 OF 10 L. 908ERrO LOMAS RE 1472 WOOOFORO RO LEWISVO.LE. NC 27027 4..•66!1-0609 dbwS@trlmusq tam SIGNED: 06/21/2017 1R I to GENSFgen 0 5 ••*= O TATE OF tv/ONA H aG\`\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1 1/2" MIN. _ 1" MIN _ I Rev DESCRU"ION wn: APPROKD SEPARATION EDGE DISTANCE A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R L. J4 C ADDED FLANGE ANO FIN INSTALLATION 12/06/13 R.L. EM FOMENT 0 REVISED INSTALLATION DETAILS 08/03/15 RL. PL CONCRETE/ ° 1 1/4" MIN. E REVISED INSTALLATION DETAILS 06/21/17 RL. MASONRY IEMBEDMENT BY OTHERS 1/4" MAX' SHIM SPACE OPTIONALIX BUCK - 1/4" MAX TO BE 1aSHIM SPACE INTERIOR PROPERLYI 1 MIN. OSECUREDEDGE SEE NOTE 3 DISTANCE SHEET t D3/16" TAPCON •? I v aEXTERIORINTERIORSEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT ; a . 3/16" TAPCON EXTERIOR 3/16" TAPCONlu CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL 1X BUCK CONCRETEAMASONRYINSTALLATION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET I NOTES: q 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. e• EMBEDMENT NOT SHOWN FOR CLARITY 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE E ° •• DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 2 7/8" MIN _ 1" MIN MI WINDOWS AND DOORS LLC\\k11111llll/A SEPARATION EDGE DISTANCE 650 WEST MARKET STREET `,J g R. L 0 VERTICAL CROSS SECTION GRATZ. PA 17030 ` ,••GEN,SF s CONCRETEAMASONRYINS TALLATION SERIES 420 REINFORCED SGID _*•1 0,,6125 f' *= 9TA x 96" ya{(knTATr FRAME INSTALLATION DETAILS pO•• $TATE OF oaAwN: wrD NO. aEV 'O(pRtO? • S" NTS as 02/23/09 08 R69 OF 10 E ////ss/11111110\ L. ROBERTO LOMAS AE Luis R. LOTOS P.E. 14M WOODFORD RD LEWISVILLE. NC 27073 FL Na.: 62514A7s666.0609 10omas@Nbwsm.00m 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1/4 MAX. SHIM SPACE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREWS EXTERIOR II II II II INTERIOR LULL p1t:0ANGL 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 0 BE SET IN OF APPROVED JT MIN. BENT 1 3/8' MIN EMEBEDMENT 7- 1/2' MIN, EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 7X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS 0p.wN. Ow'G N0. F.A. 08-00499 SCALE NTS JQTE 02/23/09 1 5i"77 OF 10 L ROBERTO LOMAS P.E. I42 WOODFORD RO LEWISVILLE. NC 27023 4.U688-0609 faRa&@Wb sP@.00m SIGNED: 0612112017 5\ lll I li 0 E NSF A S TAT OF ,• O'. . <4 REv le ;0' E Luis R. Lomas P.E. FL No.: 62514 REVKlONs REV OESCRPr*N DATE APPROVED A ADDED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 7X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS 0p.wN. Ow'G N0. F.A. 08-00499 SCALE NTS JQTE 02/23/09 1 5i"77 OF 10 L ROBERTO LOMAS P.E. I42 WOODFORD RO LEWISVILLE. NC 27023 4.U688-0609 faRa&@Wb sP@.00m SIGNED: 0612112017 5\ lll I li 0 E NSF A S TAT OF ,• O'. . <4 REv le ;0' E Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV OESCRIPIION DATE APPROVED 1/2' MIN. A ADDED CHARTS 03/05/12 RL. EDGE DISTANCE 1/4' MAX B REVISED PER NEW TESTING 10/29/13 R.L. METAL STRUCTURE SHIM SPACE C ADDED FLANGE AND FIN INSTALLATION 12/06/13 R L. BY OTHERS 0 REVISED INSTALLATION DETAILS 08/03/15 RL E REVISED INSTALLATION DETAILS 06/21/17 1 R.L. 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 110 SMS OR SELF DRILLING SCREW INTERIOR 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 OESIGNEO IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED 1/2' MIN EDGE DISTAN( SEALANT #10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS F.A. 1 08-00499 SCALE NTS I OAT' 02/23/09 1 —C'8 OF 10 L. ROBERTO LOADS P.E. 1WVVI700FOR0 RD LEMSVILLE. NC 27023 434.688.0609 r0ana$@** Vecam SIGNED: 06/21/2017 S%111111111/ ////, v .\C.ENSF 9(p 1* 041 0,, 6VTTATT 4FS A,ORlO* G•: Luis R. Lomos P.E. FL No.: 62514 1 1/2" MIN 1 MIN. _ I CONCRETE/MAS BY OTHERS JAMB INSTALLATION DETAIL SEPARATION EDGE DISTANCE OESCRWTgN 1 1/4" MIN. A e• . ' EMBEDMENT 1 1/4" MIN. CONCRETE/ L EMBEDMENT MASONRY 1/4" MAX. ADDED FLANGE AND FIN INSTALLATION BY OTHERS SHIM SPACE 0 OPTIONAL— r RLE 1X BUCK REVISED INSTALLATION DETAILS TO BE NOT SHOWN FOR CLARIITY. PROPERLY 1 I MIN. SECURED EDGE SEE NOTE 3 IN ACCORDANCE WITH ASTM E2112 DISTANCE SHEET t MI DOORSLLCLLCSS 1R I ItIo".' 3/16' TAPCON I--- 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 3" EXTERIOR II II II II INTERIOR MIN. SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. I SHIM SPACE E I o 3/16' TAPCON ONRY INTERIOR EXTERIOR REVIstONs CONCRETE/MAS BY OTHERS JAMB INSTALLATION DETAIL REV OESCRWTgN INSTALLATION APPROVED A ADOEO CHARTS R.L. 6 REVISEO PER NEW TESTING NQ/06/Q R.L. C ADDED FLANGE AND FIN INSTALLATION R.L. 0 REVISED INSTALLATION DETAILS RLE y 1 1/4" MIN. EMBEDMENT REVISED INSTALLATION DETAILS RL. 1/4" MAX. I SHIM SPACE E I o 3/16' TAPCON ONRY INTERIOR EXTERIOR CONCRETE/MAS BY OTHERS JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED I SEE NOTE 3 SHEET 1 y 1 1/4" MIN. EMBEDMENT NOTES: 1, INTERIOR AND OR FINISHES. BY OTHERS. NOT SHOWN FOR CLARIITY. d ' . 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE i---1DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 2 MI DOORSLLCLLCSS 1R I ItIo".' SEPARATION EDGE DISTANCE 650DW MARKET GRATZ, PA 17030 S GENSF CROSS SECTION SERIES 420 REINFORCED SGD DVERTICAL65 TSONRY INSTALLATION 96" x 96" Eo2*a4- 1STAii 7FLANGEINSTALLATIONDETAILS51, 0ty oRAwN. Ow No. f4 0 00 "0REV iiO iS' 08-00499S E / NAjrj'189svu.E NTS WTE 02/23/09 OF 10j1V\ L. ROSERTO LOMAS P.E Luis R. Lomas P.E. t432wOOOFORDRDLEWSV4LE.NG27023 434-W-0609 AbMaS@&AW.WWcW^t FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED — SEALANT BEHIND FIN X8 WOOD SCREW APPROVED SEALANT BEHIND FIN y8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR 1/4" MAX SHIM SPACF 1 1-- 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT W000 FRAMING ` #10 SELF DRILLING 1 BY OTHERS co1/4" MAX PANEL SHIM SPACE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT r HOOK STRIP 110 W000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL 1/2 MIN. STRUCTURE EDGE BY OTHERS DISTANCE TRIM INTERIOR HOOK STRIP REVISIONS 110OESCRPN DATE MPROVEO ADDED CHARTS 03/05/12 R L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 RL. 1 5/8" MIN EDGE DIST. TRIM - INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 11 EMBEDMENT IX BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR J HOOK STRIP INSTALLATION MASONRY/CONCRETE VERTICAL CROSS SECTION INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS a•9 NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E2112 SCREW EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1/2" MIN. EDGE DISTANCE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 REINFORCED SGO 96" x 96" NAI do HOOK INSTALLATION DETAILS oRAwN: owc No. F.A. 08-00499 LE NTS 0"TE 02/23/09 S"EE' 10 OF 10 L. ROBERTO LOWS P S IMWOODFORD RD LEWISVILLE. NC 27023 4.U -M-0609 t0vmas@*bmasPs.00m PANEL INTERLOCK SIGNED: 06/21/2017 N\J S GENSF ,1P k 0 6251. r p0; STTACT.E OF ; W: js/ONA ` 10 G`p Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 Business & Professional Regulation li- r®rte SCIS Home I Log In I user Registration i Hot Topics I Submit Surcharge I slats & Facts ; Publications I Fec Stan I SCIS Site Map I Links I Search I Flonda b.D31USER: Product Approval Public User 44=0 •m Product Approval Menu > Product or Appl'xatbn Search > Application List > Application Detall FL tt FL15080-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@WINDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@ 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 SCATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE lf: Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15080 R3 COI Cert of Ind Scates 2017 s.odf Standard Year DASMA 108 2012 DASMA 115 2012 Method I Option D Mips://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?parani=%vGEVXQwtDgtiS73Fr2%ylPt... 4/10/2018 Florida Building Code Online Page 2 of 3 Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Date Approved 02/13/2018 Summary of Products FL #Model, Number or Name Description 15080.1 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.pdf FLIS080 R3 II 99AO75Locklnstall s.odf FL15080 R3 Il 99B079-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s odf 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 11 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FLIS080 R3 11 99AO75 Locklnstall s.pdf Impact Resistant: No FL15080 R3 II 99B080-revC s.pdf Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FLIS080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.3 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: +27.0/-31.2 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FLIS080 R3 If 99A061-revF JambAttach s.odf FLIS080 R3 II 99AO75 Locklnstall s.adf FLIS080 R3 11 99B081-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS080 R3 11 99A061-revF JambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 Locklnstall s.pdf Impact Resistant: No FL15080 R3 11 99B082-revC s odf Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.5 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.6 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.7 1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Installation Instructions FLIS080 R3 11 99A061-revF JambAttach s.pdf FLIS080 R3 11 99AO75 Locklnstall s.odf FL15080 R3 11 99B083-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions F 15080 R3 11 99A061-revF JambAttach s.Ddf FLIS0805080 R3 11 99AO75 Locklnstall s.Ddf FL15080 R3 If 998084-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party, Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.Ddf Created by Independent Third Party. Yes MODELS 724, 426, 735, 750, 755 https://www.IloridabUl Iding.org/pl-/pr_app_dtl.aspx?parain=wGEVXQwtDquS73Fr2%yi Pt... 4/10/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20'0" WIDE UP TO 12'3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED 1S FOR THE 8'0" X 7'0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Page 3 of 3 Installation Instructions 5080 R3 11 99A061-revF lambAttach s.odf FL15080 R3 11 99AO75 Locklnstall s Ddf FL15080 R3 11 99B095-revA s.pdf Verified By: JOHN E. SLATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ReSPan r2 S.Ddf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 11 99A061-revF lambAttach s Ddf FL15080 R3 II 99A075 Locklnstall s.Ddf FI 15080 R3 11 995096-revA s.odf Verified By: JOHN E. SLATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes Back Nc><t Contact Its :: 2601 Stair Slone Road. Tallahassee FL 32399 Phone. 850.487.1824 The Stale of Florida is an AA/EEO employer. Coovriaht 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 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 emads provided may be used for official communication with the IKensm. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 101 Credit Card Sate https://www.tloridabuilding.org/pr/pr_app_dti.aspx?pai-am=wG EVXQwiDgLiS73Fr2/-y]Pt... 4/10/2018 2' GALV. STEEL HORIZONTAL TRACK. 16 GAGE OR 13 GAGE BASED ON OOOR SIZE DESIGN PRESSURE TEST PRESSURE THE WEIGHT Of THE DOOR. 9'-0" USE EXTRA 1/4' X 3/4' ME % NEAO SELF 1/4' X 1/2' LONG 7X CARRIAGE BOLT JT NUT ORILUNG SCREW 9'-0" 3/4' X 1-1/2' X 13 GAGE LUN. 28.81-33.3 GLV. STEEL HORIZONTAL ANGLE. 13 GAGE GALV. STEEL TRACK SPLICE S1S1EE72TJE>/AL•SCREWSORFUGBRACKET. FASTEN TO WOOD NEXT LEVEL PLOT SCALE JAMBS WITH 5/16' X 1-1/2' UG SCREWS DETAIL D 2' GALV. STEEL VERTICAL TRACK E.C.N. GATE: APPROV. BOLTED TO TRACK BRACKETS WITH rSHT— 1 OF 3 1/4'-20 x 5/8' TRACK BOLTS 180. (9 X 7). 16GA (9 X 8). OPENINC HEIGHT 63' (9 X 8) NOT OVER DOOR HEIGHT) P.Sr. TABLE OOOR SIZE DESIGN PRESSURE TEST PRESSURE WID1M I{16NT POSITIVE NEGATIVE POSITIVE NECAR 9'-0" 7'-0" +22.9 26.a +34.4 39.6 9'-0" 8'-0"1+ 19-21-22-21 28.81-33.3 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR Wl B 12/15/11 RLB TOLERANCE FRAC'* 1/64' DEC 1: ANG- * '' 2866 3/10/08 RLB NEXT LEVEL PLOT SCALE DATE: 11 i 07 DRN. BY BH 2 BRACKETS EACH SIDE) 2848 11/1/07 RLB E.C.N. GATE: APPROV. SCALE NONE rSHT— 1 OF 3 COMMERCIAL (9 X 7) 42' (9 x 7) 1/2' POLYSTYRENj 37' (9 X 8) 3 BRACKETS EACH SIDE) INSULATION STAND COMMERCIAL (9 X 8) FOR MODEL 735 5' 20 GAGE ENO STILES - FASTENED W17H TOG -L -LOOS TO PANEL. USE ENO GP OVER END STILES ON 9 X 8. 21' OR 24' C HIGH PANEL MOULDING NAMED EVERY 12' GLV. AND PREPAWTEO S TYPE NML MIN 25 GAGE ALLExCEPT 6SEETAIL 24 GMODEL750. 2 LAG SCREW - 5/16' X 1-1/2' SECTION B—B 20 GAGE GLV STEEL CENTER STILE TOC -L LOC OR POP RIVETED TO PANEL IOGA COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE IS GAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A - FOR SPACING FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" FASTENED WITH (4) 1/4' X 3/4- LAG SCREWS PREPARATION OF JAMBS BY OTHERS. LAC HEX HEAD SHEET METAL SCREWS P.Sr. TABLE OOOR SIZE DESIGN PRESSURE TEST PRESSURE WID1M I{16NT POSITIVE NEGATIVE POSITIVE NECAR 9'-0" 7'-0" +22.9 26.a +34.4 39.6 9'-0" 8'-0"1+ 19-21-22-21 28.81-33.3 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR Wl B NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 x 5/8' HEX BOLTS k NUTS OR 1/4' x 3/4' LONG HEX HEAD SHEET METAL SCREWS. Digitally signed by John E. Scates. P.E Date 10 15.04.14 19:19 23 -05'00' DOORS SHOWN ON THIS ORAwwG HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES R_PE-51737 LISTED IN THE TABLE ABOVE VU TESTING TO ANS1/OASMA 108-05 972 491-9501 Pro/4abnol Engineer DETERMINATION OF SUITABILITY FOR SPECIFIC STIES IS THE RESPONSIBILITY OF OTHERS. prevbed Dory br INTI v,IrWbod conetruclbn 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL D) 2' ROLLER WITH 7/16' OLA STEN. 1TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2' ROLLER WITH 7/16- Olti STEM, B TIRE: 7 HALL STEEL. (9 X 8). OPTIONALLONGPANEL EMBOSSES 81 7' OR S' OPTIONAL LOCKS NOTE, ODOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH 9 TRACKS ON DOORS wrtH EXTENSION 3 STRUTS (SINGLE GR) CENTER STILES SPRINGS), 3' 20GA AND HINGE SEE DETAIL A) 4' X 16' AIR VENTS (1 COLUMN W2$4REO -0. 60 $0. MW. TOTAL OPEN GALV. STEEL END HINGE COMMERCIAL AREA). OPTIONAL. ATTACHED WITH 5 FASTENERS. 1.25' 14 GAGE (SEE DETAIL Q. GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4- LONG i LONG HEX HEAD SELF DRILLING SCREWS. -Ti2PERVERTICALSTILE) I THIS STRUT ON HWGE 1 USE ONE EXTRA SELF LEAF. (SEE OETAIL C DRILLING SCREW THROUGH OTHER STRUTS IN MIDDLE TOP LEAF Of LONGE. OF TDP k BOTTOM SECTIONS. 2.75" —I ENO 574E a RAIL. DETAIL A 20 GAGE END STILES 3' 200 WIDE STRUT 1-3/8' POLYSTYRENE INSULATION 0 OPTIONAL FOR MOD. 724, 730 4 O 750, 755, 426. 0, 0 p,4 or o; 13 GAGE GALV. STEEL BOTTOM BRACKET 0 ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR RAILS BELOW ROLLER. 20 GAGE9NXCAP USED ON 8 DOOR ONLY L.H. NOTE: GLAZING DOES NOT SATISFY IMPACT DETAIL C 9 X % A DEBRIS REQUIREMENTS W Frit 9 X 8 I910+IT ///z/ No. 51737 0 STATE OF ,Q Hippo ••!t10R10t; Q WINDSOR DOOR P 0. BOX 8915 LrrFLE AR 72219-8915 501) 562-1872 MODELS. 724, 426, 730, 735. 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR Wl B 12/15/11 RLB TOLERANCE FRAC'* 1/64' DEC 1: ANG- * '' 2866 3/10/08 RLB NEXT LEVEL PLOT SCALE DATE: 11 i 07 DRN. BY BH 99-8-079284811/1/07 RLB E.C.N. GATE: APPROV. SCALE NONE rSHT— 1 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS agg/ 2' CALV. STEEL VERTICAL TRACK 16GA . BOLTED TO g4 TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. OPENINGHEIGHT #4 NOT OVER OR HEIGHT) A3 3/4' X 1-1/2- x 13 GAGE MIN. 1/4- X 1/7' LONG GALV STEEL HORIZONTAL ANGLE USE EXTRA CAMOCE BOLT a NUT 1/4' X 3/4' 14EY NEAR SELF DRILLING SCREW USE 2 1 4'x3a' SHE E AL SCR S ALV STEEL HORIZONTAL a K 18 CAGE OR 13 GAGE EDfON THE WEIGHT T14 83'(16% 7) 74- (16 X 8) 42' (16 x 7) SO' (16 x 8) ZI' (16 % 7) BRACKETS EACH SIDE 21 (16 X 8) N3 5. 20 GAGE ENO STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE ENO CAP OVER ENO STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 0' 6-0 TYPE MAIL MN -------— I T— SECTION B -B TOGA. COMMERCIAL GALV STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE OESXN PRESSURE TEST PRESSURE 7ADIH HEXNI POSITIVE NEGATIVE POS171YE NEGAINE 3' 20GA WIDE (16 % 7'-0"+18.7 -20.8 +28.1 31.2 16'-0" 8'-0"+18.7 F20.8 +28.11-31.2 STRUT JUST BELOW DETAIL D 16 GAGE GALV, STEEL 5 STRUTS TOP BRACKET WITH 14 3' 20GA WIDE (16 % GAGE ROLLER HOLDER 3' t0GI WIDE (16 xSEEDETAILDSEEDETAILA) STRUT JUST BELOW rFTOPBRACKET X1168 2' ROLLER WITH 17/16' OTA- STEM. EL16X57) 7 BALL SHORT STEM ///B t6 X 8 10 BALL LONG STEMOPTIONALLOCK STRUT ON UPPER PART OF SECTION OVER HENCE LEAF. (SEE DETAIL 8). GALV. STEEL (14 GAGE) COMMERCIAL ENO NINGE ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1/4' X 3/4' LONG FLEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1/2' POLYSTYRENE ' INSULATIONJp sllj STRUT ON UPPER PART OF STANDARD FOR SECTION OVER HINGE MODEL 735.--1 LEAF. (SEE DETAIL B). 1-3/8' POLYSTYRENE 21 OR 24' HIGH INSULATION OPTIONAL PANEL GALV. AND FOR MOO. 724, 730. PREPAINTED STEEL 750, 755, 126. 25 GAGE ALL STRUT ON BOTTOM BRACKETMODELSEXCEPT 24 GAGE MODEL 750, 755 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 LAG SCREW 5/16' X 1-1/2- FASTENERS. BOTTOMOVESECTIONA —A ORRBELOCW ROLLER. 20 GAGE GALV. STEEL CENTER STILE TOG -L -IOC OR POP RIVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEET METAL SCREWS. NOTE- ALL NON-DCSCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/6' HEX BOLTS k NUTS OR 1/4' X 3/4' LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES I IX -Ht be.mtl-h-zzOJ LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/OASMA 108-05 FL -PE -51737 972 492-9500 DETERMINATION Of SUITABILITY FOR SPECU•IC SITES IS THE RESPONSIBILITY OF OTHERS, I ProfuelProl Engln—:. ceol db od eoiL on fOetaps. z No. 51737 , o STATE OF' M qs ONi OPTIONAL SSB CLASS LIGHTS CONSTRUCTION STRUTS 7* OR 8' B 16'(000BLE CAR) ' 4' % 16' AIR VENTS OPTIONAL4) REO -O. (120 SO. LONG PANELIHMIN. TO AL OPEN EMBOSSESAREA). OPTIONAL, CENTER STILES (5 COLUMNS) CENTER HINGES (3 COLUMNS) USE ONE EXTRA SELF ORILUNC SCREW THROUGH TOP LEAF OF HINGE. END STILE k RAIL TYPICAL FOR EACH 1.25' F^ T-11 f— 2.75' —1 DETAIL A 3' 20GA WIDE STRUT (16 % 7) 3' 18GA WIDE STRUT (16 % 8 20 GAGE ENO STILES 20 GAGE END CAP 4 01 O. 1 DETAIL C I L.1I.1 NOTE DOOR MUST BE INSTALLED N 7 WITH EFTHER AN ELECTRIC OPERATORBOTHORALOCK 116( % DETAIL B TRACKS ON (DOORS WITHMUSTGEXTENSION SPRINGS). PART NAME: NOTE: GLAZING DOES NOT SATISFY IMPACT 7 ` , DEBRIS REOUITEMENTS IN FBG X1168 P-4110BOX 8915P-4ARWINDSORDOOR7229eels 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINOLOAO RESIDENTIAL PAN DOOR 12/15/1) RLB TOLERANCE Wt 8 2866 3/10/08 RLB FRAC.31/64 DEC z .015 NEXT LEVEL GATE: DWG. NO. 2848 11/1/07 RLB ANG. N: V 11/1/07 99-8-079 E.C.N. DATE: APPROV. SCALE NONE PLOT SCALE GRN. BY BH SHT 2 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET FASTEN TO WOOD JAMB WITH 5/16' X 1 -1/2 - LAG SCREWS — 2' GALV. STEEL VERTICAL TRACK I0GA BOLTED TO TRACK BRACKETS WITH 1/4`-20 X 5/6' TRACK BOL OPENINGHEIGHT NOT OVER OR HEIGHT) kN 3/4. X 1-1/2- ( 3) 1/4' CAMYCE 6CLTS X 13 GAGE MIN. W1DIH HEIC1411 POSITIVE NECAIrA IPOSItWE NECAIAC 18'-0" 7'-0" +18.71— GALV. STEEL ON LOWER PART 18--o-.18,—o" 1 + 18.7 HORIZONTAL ANGLE. GALVANIZED STEEL STRUT2' 1/4' % 3/41' LONG HEX HEAD SHECT NOTAL EXTRA SCREWS 1/4' x 3/4' 6aC 2' GALV. STEEL HORIZONTAL HEX HEAD SELF cRwuc xrtC TRACK 16 GAGE OR 13 GAGE DETAIL D BASED ON THC WEIGNT OF FOR MOD. 724. 730. THE DOOR. I ZS` -{ •- PREPAINTED STEEL 25 GAGE ALL STRUT IN NIOOIE OF 63` 7) BOTTOM SECTION. 24 GAGE MODEL 74' Ig x 6 13 GAGE CALV. STEEL 3 SEE OETAIL 'E' FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE 1 OR BELOW ROLLER. F SECTION 1— 2.75' —1IDETAILA 42' (18 X 71 3' 18GA WIDE STRUT 50'(18X8 HEX HEAD SHEET METAL SCREWS. 21'(18X7) 2.'(1a X8 DETAIL E — —5— A BRACKETS UCH SLOE 20 GAGE ENO STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE ENO CAP OVER ENO STILES. (SEE DETAIL C) STOP MOULDING NAILED EVERY 9' 6-0 TYPE NAIL MIN. - I SECTION B -B \ 13 GAGE GALV. STEEL WINOLOAO TRACK BRACKE75 SEE AI FOR SPACING.FASTEN TO WOOD JAMBS WITH 5/16' X T- UG SCREWS Q WASHERS. PREPARATION OF JAMBS BY On SEE DETAIL 'E'. P.S.f. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE W1DIH HEIC1411 POSITIVE NECAIrA IPOSItWE NECAIAC 18'-0" 7'-0" +18.71— 20 8'1+28.11-31.2 ON LOWER PART 18--o-.18,—o" 1 + 18.7 20.8 +28.t-31.2 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLOO CURL IS TURNED DOWN. SEE OCTAIL 0. STRUT JUST BELOW TOP BRACKET. 2' HURRICANE ROLLER WITH 7/16' IDEA. LONG STEM. TIRE- STEEL 10 BALL OPTIONAL LOCK STRUT ON UPPER PART Of SECTIONSEEOVER 6). GALV STEEL (14 GAGE) COMMERCIAL ENO HINGE ATTACHED WITH 6 FASTENERS. SEE DETAIL B 4' X16' AIR VENTS OF A REO'0. 120 SO. INCHAREA). OPTI PEN a I/2' POLYSTYRENE INSULATION SCREWS TMROUCH MINCE LEAF. STANDARD FOR ON LOWER PARTNoSTRUT MODEL 735. SECTION ABOVE HINGE GALVANIZED STEEL STRUT2' WITH 1%TTA%FF 3 4. LONG HEX HEAD SELF DRILLING SCREW O 2 PER VERTICAL STILE) 1-3/6' POLYSTYRENE 21' OR 24' INSULATION OPTIONAL HIGH PANEL FOR MOD. 724. 730. GALV. AND 750. 755, 426 PREPAINTED STEEL 25 GAGE ALL STRUT IN NIOOIE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750. 755. 13 GAGE CALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. F SECTION A—A 20 GAGE GALV STEEL CENTER STILE TOG -L -LOC OR POP RWETEO TO PANEL IS CAGE GALV. STEEL CENTER MINCE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4' HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4. 20 X 5/6' HEX BOLTS Y NUTS OR I/4 X 3/4' LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1X -Pt Nr3TJ6-r-ZZQJ LISTED IN THE TABLE A80VE VIA TESTING TO ANSI/DASMA 106-05. FL -PE -51737 972 482-9500 DETERMINATION Of SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Profe6610O01 Englnev's seol trov.ded Only for vvifko6en dndlood Const—tion deto0s. x\ 0V_ I3CAT ///// iQIGQNa : No. 51737 , STATE OF . !( q. cr Fizz .!R0R%'D SaIONI - ``N I S'(OOUBLE OPTIONAL SSB CLASS UGHTS OF USE TWO EXTRA SELF DRILLING SCREWS TMROUCH MINCE LEAF. ENO STILE 6: RAIL AS SHOWN. TYPICAL EACH ENO MINCE. no RAILS o• O DETAIL 8 LH NOTE: GLAZING DOES NOT SATISFY IMPACT OEBRIS REQUIREMENTS IN FBC CONSTRUCTION ISTRUTS 7' OR 8' e OPTIONALLONGPANEL EMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE ENO STILES 16 GAGE ENO CAP s De 0. DETAIL C NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR OR A LOCK ?UST ENGAGE BOTHTRACKSON ?UST WITH EXTENSION SPRINGS). 8' X 8' P.O. BOX 8I WINDSOR DOOR 7219 8915 AR1(501) 562-1872 MODELS: 724. 426, 730. 735. 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR 12/15/11 RLS TOLERANCE Wi 8 2866 /10/08 RLB DEC. 't'0i5" NEXT LEVEL DATE: DWG. NO. 2848 11/1/07 RLB ANG J '' 11 1 07 99—B-079 E.C.N. GATE: APPROV. SCALE PLOT SCALE ORN. BY S- 3 OF 3NONE8H Florida Building Code Online Page I of 5 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved u MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 littps://\vww.11oriclabLiiIdiiig.org/pr/pr_app_cltI.aspx?param=wGEVXQwtDgvFGYZsjr%FR... 4/10/2018 Professional RegulationBusiness r r rm SCIS Home I Log In I User Registration 1 Hol TOPICS I Submit Surcharge I StalS 6 Facts I Publications FEIC Stall I SCIS Site Map I Links ! Search ! Florida Product ApprovalrUSER: Public User i1.e yy Product Approval Menu > Product or Aoolkation Search > Application List > Application Detail FL # FL17676-116 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved u MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 littps://\vww.11oriclabLiiIdiiig.org/pr/pr_app_cltI.aspx?param=wGEVXQwtDgvFGYZsjr%FR... 4/10/2018 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 5 Certification Agency Certificate FL17676 R6 C CAC APC(11355)C7327.01-109-47-I.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other. LC-PG40. Units must be glazed in accordance with ASTM E1300-04. 17676.3 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 36x84.odf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 40x66 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APC A3485.01.Ddf Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 40x66.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144,63 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.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 Il Install - 3540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other- R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL 17676 R6 C CAC APC 3540 Fin 44x72.Ddf Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R6 II Instal- 3540 SH Fin 44x72.odf 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 I 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.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II Install - 3540 SH Fin 44x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party. litips://www.floridabtiilding.org/pr/pr_app_dtl.aspx?pai-ani=wG17VXQwtDgvi-GY%sjr/- i -R... 4/10/2018 Florida Building Cote Online Evaluation Reports Created by Independent Third Party: Page 3 of 5 117676.7 13540 SH I 52x84 Fin Frame l Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 52x84.r)d Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL176 R6 11 FL17676 R1 11 Install - 3540 SH Fin 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.odf 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 11 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.odf 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.pd Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.odf 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 10.0 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 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 17676 R6 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 11 08-01371B 11.0f 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 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x62.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other:R-PG35 FL17676 R6 11 08-022696 12.0E Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports littps://wxvw.noridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvi GY%sjr--FR... 4/10/2018 Florida Building Code Online IFL17676 R6 AE 513015A 2269.odf 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.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 II 08-022 OA 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 17676.14 3540 SH 52x84 Finiess Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R6 II 08-01514 512141.odf Tested).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 Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C ref APC(108171C7327.01-109-47 - 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 108x74.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.odf 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.)df 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 Neat Contact Us .. 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone, 850.487.1824 The State of Florida is an ANEW employer. Coovnoht 2007.2013 Stale of Florida. : Privacy Statement :: Accessibility Statement '' Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail 10 this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487 1395. 'Pursuant to hapswwww. noridabui lding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgvl7GY7sjr% FR... 4/10/2018 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 emacs provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please clock here. Product Approval Accepts: Credit Card Sate haps://www. foridabuilding.org/pr/pr_app_dtl.aspx?param=wGI-VXQwtDgvi-GYZsjr% FI2... 4/10/2018 36" MAX. _..J FRAME W'OIH I 1- 4" -MF A—X. — ANCHORS TO BE I 0/ECIIALLY SPAC-O. SEE ANCHOR CHART i F0: UNIT 517E17C AND i'. OR OLIANTITY 84" MAX. O / FRAME HEIGHT X L 4" MAX SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING i 40.01-50.0PSF NONE Number of anchors required at each lamb Height in) Panel wldlh (in) 34.0 70.0 76.0 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 a 60.0 4 4 4 66.0 4 a 4 72.0 a 4 S 76.0 4 1 5 61.0 1 4 5 171 TABLE OF CONTENTS SHEET NOT DESCRIPTION ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 - 3 I INSTALVTI•?N DETAILS ISIONS DESCRIPTION Mri MNtC.i1 NOTES: I ) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH R-cOUIREM-NTS OF THE FLORIDA BUILOING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO 3E DESIGNED AND ANCHORED TC 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. WHERE lk 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) ALLOYIABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF iH_ 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 REINFORCED WITH R= -104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM -1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWA3LE SHIM 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 S03STRATE WITk 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. t 1) FOR ANCHORING INTO w000 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 10 BE CORROSION RESIStid4( 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE tfI1H ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL MOT RE USED IN SUDiTRATES WITH STRENGTHS LESS THAN TH- MINIMUM SIRENGIH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=(147 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STP.ENIGTH CONFORMANCE TO ASTM C-90, TRADE M. TYPE i (OR GREATER). SIGNED: 10/21/2011 MI WINDOWS AND DOORS T11I11111/, 650 WEST MARKET STREET GRANTZ. PA 17030-0370 v •G S ik• 0/ 6SERIES3540FINLESSPVCSINGLEHUNGWINDOW STEEL REINFORCED - NON -IMPACT 36" ELEVATION, ANCHORING LAYOUT ANO NO T OFNDA— OS ii sS OHA,;Er1G 0 e372 scxc anNTS 10/17/11 I OF 3 2X RUCK/WOOO FRAMING BY OTHERS, 2X BUCK Ty FL ;ROPERLY S_CUr,CC FLANGE TO Or: SET IN BED 0= P 170LE7 SEALANT EXTERIOR FLIItGE 10 BE I IN RED OF APPROVEC SEALANT I 1/4" MAX. SHIM HEAD TO P.F_ SET IN A BED OF APPROVED CONSTRUCTION SELANT SILL TO FE SET IN FED OF APPROVED CONSTRUCTION ADHESNE 1/4- MAX SHIM 2'< 8j"/K•GOD FRAIAIVG -'- FY OTaERS. 2; BUCK TO VERTICAL CROSS SECTION BE PROPERLY SECURED 2X BUCWWOOD FRAMING INSTALLATION RVASONS I Rn I OLmitipmN 1 art I .VPROI.ii 1 1 3/16- MIN. _ 1/4" MAX EMBEDMENT SHIM F8 Y:OOD SCREW l INTERIOR 2X BUCK/HOOD FRAIAINC BY OTHERS. 2X BUCK TO BE PROPERLY SECURED EXTERIOR FLANGE TO St - SET IN BCD OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X SUCKANOOD FRAMING INSTALLATION NOTE- INTERIOR AND EXIERIOR FINISHES. DY O1HCI?S NOT SHOWN FOR CLARITY. MI WINDOWS AND DOORS R LoIf9/ice650WESTMARKETSTREET GRANTZ, PA 17030-0370 J\S GENSF•`r N0 6 tSERIES3540FINLESSPVCSINGLEHUNGWINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 o;((k; INSTALLATION DETAILS D • $TAT OF ` F• CORIO';• t: oru a: mrc No. Ra 08-01372 sS/okA l aG\` sru asNTS 10/17/11 2 OF 3 E!AS"iPY/CONCRETE BY OTHERS OPTIONAL IX BECK BY OT:IERS, IX BUCK TO BE FRODER_Y SECURED. SEE NOTE 3 SHEET I LANCE TO EE SETIN BED OF Ac'PRONEO SEALANT EXTERIOR FLANGE TO BE SETIN BED OF AI;PROVEO Sr -AUNT OP'IONAL 1X BUCK BY OTHERS. 1X PUCK TO OE T'RO:'ERLY SELOREO. SEE NOTE 3 SH ---ET I C E SHIM HEAD TO BE SET IN A BED OF APPROVED C,OMSTRUCTION SEALANT INTERIOR VERTICAL CROSS SECTION MASONRYiCONCRETE INSTALLATION SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/4" MA:, SHIM n ls*S S IREVIOESCRIinONIamr. •PiMOhJ 1 1/4" MIN. OY OTHERS NOT SHOWN FOR CLARIY. i/4" MV... EMBEDMENT RII` 1o,/ i TREET GRANTZ. PA 17030-0370 SHIM MASONFZY/CONCRETE d' SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 3/16" TADCON BY OTHERS INSTALLATION DETAILS A;{(` TAT OF ORAMF, paO N0. REv i.P• R FS.IpRIO 08-0172 0 O NA1TEa\ sNTS ae 10/17/11 3 OF 3 INTERIOR 01 2 5/3" WN, I - EDGE DIST. UIll OPTIONAL 1X SUCK BY EXTERIOR OTHERS. 1X BUCK TO BE PROPERLY SECURED SEE FL&,NGE TO BE NOTE 3 SHEET i SET IN BED OF AFPROVEO SEALANT HORIZONTAL CROSS SECTION MASONRYXONCRETE INSTALLATION MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTI+ERS. OY OTHERS NOT SHOWN FOR CLARIY. M650IWDDiI11ESTMARKETS ANDDOORS RII` 1o,/ i TREET GRANTZ. PA 17030-0370 GENSF d' SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW Tt• 0 5 *= STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS A;{(` TAT OF ORAMF, paO N0. REv i.P• R FS.IpRIO 08-0172 0 O NA1TEa\ sNTS ae 10/17/11 3 OF 3 r:: T,iE R'JCUC;) SiiCWN HL•RCIN 1S f:CSiGNCG AND M,NUFA::rIJREO TO COMPLY WITH REOU.F.EMCNTS OF THE FL.1.710:: C;)hEeVG C00E. 2. '40:)i, i P,A'AINO AND IV•SC'NRY OPEN NC TiJ F,+.E _E'Ii,NcO Al,r) AVCHOR;LI TO PROOERLY TR AN FFF! AL1 LOADS TO STRUCT;!RE %RAWNC, AND MASONRY OlENINC la THE 4 iCi!ITy (7 TIIC A4CHITE::T Cl? rrI INE[R OF REC3R0 X L?:CK ^•tER Lr, NR'! l,ONI'RETC IG i4'il;)h .! F.RC SHIT( 'Jn RUC, THTC<N=3S 15 LES, THAN ,-it'2" WINOC.'• I;N!T,S MUST EE T14rt;11,',.II TIIE rR,:VF. IN A:LORG4`:CF VOTH MAN'JFAC.7ur•CP.'S PI:CL'.,HC'0 IN'ili•vl; i 0:6.=Rl:i•!;RS SHALI 'f;C SECUP.CLY FA57C`!:G DIRE%il_Y INTO GR C;'•Eti iTItJ07L. Ri•L iUO ±i F'Ai kAi[TI3_. G Ei!.:;{ `I IICI+t:CSS 'G -'/;_ Qd SIiAII_ EE SECURELY L!' I: MASO:t•'1', ;Or (:R:'L :JI! OIHER y(lilJC7Ui:. _ aLIG:.iTRA'_, 1`:•',LC': UNITS NA`' r t.:,^>t{!f t(1 li1ROJ I- :l;A'6= i; Sr:;UR•_!1 i+OGC 3U'•K i\ ^OiDANCE PU3LISfI! `•I: fi I AT?bl a. j'CIi=(I Iv 5. ,S.•CRi_ Tri 'il. •. 1;, hpT kFri) fir,.. LA% MATFRI,'A.`• ML:iT 5C SEP'RATFD WITH APPI?v,_-D CF >,FkG4Ai)E °EL CT'('li G: ,T,NC• CR MEVERANE _ THE E5=ON_ 6lUTY OF T•I" !„G: IT'CT OR ENC-A\F_FF• f.r FFC,:'R(J. 7 ,,:•AS MAI I F_: TFRC riyJvTl Aya, y,i!! I'ITESi q :;•CAF. 70 TnT- 'I!I,L rRA)AF SU°F• FT Imo, SI .AA A7 aLt.IIIIi:U iA' `?.I r,: "1i•O ;;[ulil'Av 1•i'Ai. ;::M Vi; IC : ACE :! 1/16" O2 R •C'.JR°. M XI;'U>.. :i.l.::•alF HIM STALK TO uE 1/4'. ITE MACE =??!; SIA.'C'n L:, Z^APAFILE :JE 51;STAINING :.P -'I JC -BLE !DADS. 0f:'i•-,) rt:1; :APP:'!:U •4 r:lS'l; C4P4131i. Of' SU 41NINO VPt,CQ!.0 LOADS C rt.Aq? 104 C!IR:•it'll: Fi•, ,R ,'.?=1 h *;tS USE!) FOR Y!00iJ i.M1CHOR C.ALCUTATIONS. MCERL4L: LXT4Ur)EO PiCQ FVC 0'44S !AL:Si UE GLAZLU PER ASiM CiZ'v:A_`,.i. PROVED IMPACT PROTECTIVE .:(SiEM li_(j'Ll°C• FOR irll5 PRODUCT IN 1.1.11ND BORNE ESRIS N.:GIONS. Arll-,K)tING INFO %VC00 ,RAWSIO OR 2X 9UCY, USE „6 WOOD SCPEv!;" WITH 211=:•C ENf L[N•;''H TO 4f.'Hi=VE A i i/4" MINIMUM EIA[:ED?.iLNr 1,1113 SUSSIReTE. LOCALE N)CIIOR' AS 5:,0i4N CJ CL='/AT-ONS AND INSTALLAT!CN IET:J_S. TABLE OF CONTENTS DESCRIPTION i NOTES r EL V:,T10r) 3 - I INSTALLATION DETAILS GCNSK:5 CLS7aMM Cl -%- REVISED INSi ALLAiIOH DETAILS I •^.?%i(,t1 {RAI —.--- 15. FOR ANCHORING INTO MASONFre/CONCRETE USE 3/15" TAPCONS WITH SUFFICIENT LEN:;TH TO ACHIEVE A 1 1/4" MINIMUM EMBEDNENr INTO SUBSTRATE WITH i 1/2'. MINIVUM Eric-.1- DISTANCE. Fii.EDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 16. FOR ANCHORING I1.40 METAL STRUCTURE USE '#'8 SMS OR SEI: GRILLING SCP,E.:'S WIir, SUFFICIENT ! ENG7H TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCAIL ANCHORS AS SHOWN IN ELLIArIONS AND INSIALLAIIQN DCIAILS 17 ALL FA13TE>1=RS TO BE CORROSION RESISTANT. IS INSTALLA„JN ANCHORS SHALL BE it:STAL LCC IN ACCOROAN:;r WITH AMCfIOrZ IRAN(:FACTURCR'S INSTALLATION INSTRUCTIONS AND ANCHORS SII.ALL NOT CE USC- IN SUESTRATES iVITH STRENGTHS ;ESS THAN THE 1.IIHIMU!A STRENGTH SPECIFIED 0EL,01V A WOOD - MINIMUM, SPEcinc GRAY17Y C= G=0 42 E. CONCRETE - I61NP,lJM CCMI'RESSIVE S"REN)GTY. OF 3.192 PSI. MASONRY - STRENGTH C3:4FCPMANCE TO ASTM , -9J. GRADE 14, iyi E 1 'O4 G. METAL STRUCTURE: STEEL 15G4, 33KSI ;;R !•!U\71N:Uk 6063-T5 1/6 THICK h',l,' ML SIGNED: 09/16/2015 MI WINDOWS AND DOORS 650 17030RKET STREET IIIlIl111,,7, GRATIZ.SPA 0370 J\S CENS'P-' R' 0 5SERIES3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72” NOTES moo••TAT OF • ` i•FS' fOR10' G` MAN. O.yC ac. alv 08-02270 A S/oNA 'Etx \\N sru asNTS 01/08/14 I OF 5 52- !7Ai. 4- VAU T__T( AN , iQ? CHART -\ Lrl aFF=T FO= U\iT QUANTITY m X. O., I I x X I I 72' 1J AN FRAME HEI, -,HT I 1I LL 1 I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING t30PSF I NONE RCMi C,S T CtSCMFr, 'X 1 CM1• a.'IRt.'t7 REvAIREvTSEO INSTALLATION ORALS -- — - ^!+i Ibi 15 R 1. •-_ Number of anchors required of each jamb Height On) 244 30.0 Panel width On) 36.0 42.0 48.0 32.0 24.0 2 2 2 2 2 2 30.0 2 2 2 2 2 2 36.0 3 3 3 3 3 3 42.0 3 3 3 3 3 3 48.0 3 3 3 3 3 J 84A 4 4 4 4 4 4 80.0 4 4 4 4 4 4 88.0 4 4 4 4 4 4 72.0 4 4 1 4 1 4 1 4 4 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" ELEVATION V.L. 08-02270 E"r NTS 0"t 01/08/14 SI,tTI 2 OF 5 SIGNED: 09/16/2015 eiOn? i%.•MINi, SIT ULICY. Uv* CiliER" i - ROVED f.ANT 7/ IG' MIN. iFOGE CISL.W':E 1 M3=CMENi I 114 MAX_ 5141M S=AGE RtN>1uR$ CESCRIPhCh _--+ REMSEC INSTALLATION OCTNLS 1 ;/4- \ MIN, 1/4 MAX. EMBEDMENTr SIIIM SPACE GVL-451-020 IF8 Wool) SCRE:t I REINFORCEMENT R7- l ti45- 0?.0 P 7/ I GIMFORCEMENT / INTERIOR Jr, EDGE CISTANCE 4 / I R:IN%G:tC^ GVL- EMEI ° - I— . MEId7 I f az' I I S 38 WOOL` SCREW II MOOD FRAMING ; IIL i CR 2x SUCK v-• ETY OTHERS L APPROVED EXTERIOR f I SEALANT EXTERIOR < INTERIOR r - JAMB INSTALLATION DETAIL i WOOD FRAMING OR 2X BUCK INSTALLATION aPpI'G'.LU ILANT \ C:A-451 -020 REI`tF {14CF-MEN T SILL TG 5L' SE; IN A RFpL-F 4PPRCiyEC C:,PI STROCTION ACHES..E 1/1 i'. V-,", E 1 T VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 1 0^/IF/15 I'LL SIGNED: 09/16/2015 MI WINDOWS AND DOORS 11IIIIII 650 WEST MARKET STREET GRATZ, PA 17030-0370 0\1R to iS . • • • . f // GENS' 9j+' 0 5SERIES3240/3540 FINLESS PVC SH WINDOW_ STEEL REINFORCED - NON -IMPACT 52" X 72" rT;, INSTALLATION DETAILS 1 • $TAT OF i0. F4'. ORIOT; G\\ olu+4. ox rro Rev 08-02270 A suit a+TcNTS 01/08/14 3 OF 5 m7;c 01ST.:\i.0 Fy JT-zpc, ei V 1/1 NAY. i y c1!Iw S=AG'E r r?OVFD —' Fh II EXTERIOR s SNS 0:2 SELF OPILUNIG S(:iicw C kCI:JFO(iCEI.i;.I I GVL-151 -C•';O REINFORCEMENT llv i ERIOR 1"' RTL'". i ED OF SET APPRO`:LCIIL'Jr. i r(L.cTRi1:TIl:NAGHESIVE I I 11v 1/4 MAX, FSH -11A SPACE METAI STRUCTURE \v UY OTHERS 5 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIME TER AND JOINT SEALANT SY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 QDI SONS LISCNipfrA REVISED INSTALLATION OCT,JLS 1/4 VAX. SIAM SPACE VL -351-020 RE(NF^.•rCEMEaT i INTERIOR EnGE oisT.;:uce , i ,—,ISI•- 9a s;as uT+ II;(_J I1 SELF DRILLIHC I C' SCBE E, 19 81: 19 MEAL M jl Si ROC 11,RE SERIES 3240/3540 FINLESS PVC SH w1N00w 9Y OTHEP.S APPPCIVFD EXTERIOR o AlqD SEALAN`f TAT OF tv` izO;. c OR10; JAMB INSTALLATION DETAIL_ METAL STRUCTURE INSTALLATION SIGNED: 09/16/2015 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 0XII11IIII/j/, 5 it.C0/ 95 vZ •\GENS; SERIES 3240/3540 FINLESS PVC SH w1N00w 0 6 * = STEEL REINFORCED - NON -IMPACT 52" X 72" INSTALLATION DETAILS o AlqDTAT OF tv` izO;. c OR10; R(V o8 s0E270 A jr'ONA11\\\\ savE' o+TcNTS 01/08/14 4 OF 5 ttiYic y_ T I i /2' MIN 7Gi DI TAN4E VL••<St -,120 P.EINF,;;iCEMENT ERIOR RE.INFCRGELAENT SILL 10 EIC SiE It, A SED Jr ill%?i'i G i11•.LA`1i J CONSTRUCTION ADHESI:r ISI ., 1' :I. 1>: f:I::F , 11 f I <: I.I+., SPACE 10 I VERTICAL CROSS SECTION CONCRETEaUSONRY INSTALLATION EMEEOMENIT CONCRETE/1-ASCNR jY 0. -CEPS -\ 01, TICNAL IX 7UCn -\ SEE 1,101-S 3-7 iF.FEi 1 3/16" TAOCON - OEsc66'ilom -- -- -- RE':ISEI.• INSULLAT011 GEIAI(S 1/A MAX. SHIM SPACE Gil -451-020 REINFCPC.=HE%T INTERIOR U z,2 I 2 1/2• ! t `I MIN O ---+ EDGE DISTANCE 1- APPROVED EXTERIOR SEAIIL ANT JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTAUATION NOTES: L INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITHASTM F2112 cn•I al•ncw1:.; P 1.. SIGNED: 09/16/2015 MI WINDOWS AND DOORS\\\SI1R 11 i p i 650 WEST MARKET STREET GRATZ, PA 17030-0370 cMFJECkEF t S SERIES 3240/3540 FINLESS PVC SH WINDOW 0 ,.6 2 6 * _ W IF- '-- - j _jM SSSS TATEEEE OF 1/4 1 wAvr.1 CICS M:. 3/10- ii,"'LC'. O6 EZSO A ONA 'E' \N\\ a xreNT_ O1/G8/la OF 5 E'NFC4CFIAFI4T VL••<St -,120 P.EINF,;;iCEMENT ERIOR RE.INFCRGELAENT SILL 10 EIC SiE It, A SED Jr ill%?i'i G i11•.LA`1i J CONSTRUCTION ADHESI:r ISI ., 1' :I. 1>: f:I::F , 11 f I <: I.I+., SPACE 10 I VERTICAL CROSS SECTION CONCRETEaUSONRY INSTALLATION EMEEOMENIT CONCRETE/1-ASCNR jY 0. -CEPS -\ 01, TICNAL IX 7UCn -\ SEE 1,101-S 3-7 iF.FEi 1 3/16" TAOCON - OEsc66'ilom -- -- -- RE':ISEI.• INSULLAT011 GEIAI(S 1/A MAX. SHIM SPACE Gil -451-020 REINFCPC.=HE%T INTERIOR U z,2 I 2 1/2• ! t `I MIN O ---+ EDGE DISTANCE 1- APPROVED EXTERIOR SEAIIL ANT JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTAUATION NOTES: L INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCOROANCE WITHASTM F2112 cn•I al•ncw1:.; P 1.. SIGNED: 09/16/2015 MI WINDOWS AND DOORS\\\SI1R 11 i p i 650 WEST MARKET STREET GRATZ, PA 17030-0370 J 41 e, pENSa S SERIES 3240/3540 FINLESS PVC SH WINDOW 0 ,.6 2 6 * _ STEEL REINFORCED - NON -IMPACT 52" X 72" y(,t1_ INSTALLATION DETAILS SSSS TATEEEE OFAO. j(C• ORlOP. • \'\ wAvr.1 CICS M:. FAV V. L. O6 EZSO A ONA 'E' \N\\ a xreNT_ O1/G8/la OF 5 Florida Building Code Online Pagel of 3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved l7 Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE J5 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/1 S. 2/A440 Method l Option A 12/31/2017 12/31/2017 01/04/2018 Year 2005 2008 haps://www.11oridabuiIding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDquIGtg5bCXRs... 4/10/2018 Business : Professional Regulation' SCIS Home I Log In I user Registration i Hol Topics Submit Surcharge { Slats b Facts ! Publications FaC Staff SCIS Site Map Links I Search F!or a Product Approval 3 r USER. Public user yayv t • r m Product Approval Menu > Product or Applrtatipn Search > Application Lost > 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved l7 Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE J5 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/1 S. 2/A440 Method l Option A 12/31/2017 12/31/2017 01/04/2018 Year 2005 2008 haps://www.11oridabuiIding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDquIGtg5bCXRs... 4/10/2018 Florida Building Code Online Summary of Products Page 2 of 3 FL A Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate y+ Approved for use in HVHZ: No FLie644 R2 `- CAC ml lar..rlo - 3500 ow B9102 Approved for use outside HVHZ: Yes 81x63.odf Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions FL18644 R2 11 08-02818.Ddf Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.0f Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate FL18644 R2 C CAC APC D3210 01-109-47-R0 3500 FXDApprovedforuseinHVHZ: No 111822).1) Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 II 08-02818.20 Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FLIB644 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 - F1910.01.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.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513666 F1910 2858.0df Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC MI Windows - 3500 PW 89102 Approved for use outside HVHZ: Yes 96x60.Ddf Quality Assurance Contract Expiration DateImpactResistant: No Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP= -60 Installation Instructions F118644 R2 11 08-02859.0f 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 Next Contact Us • 3601 Blair Stone Road Tallahassee FL 72399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. roovriaht 2007.2013 State of Florida. Privacy Statement :. Acres brnty Statement :: Refund Statement Under Florida law, email addresses are public records. 11 you do not want your e-mail address released on response to a public -records request, do not send electronic marl 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(l), 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 emarl5 provided may be used for official communication with the licensee However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine rf you are a licensee under Chapter 455, F.S., please click here . Product Approval A"epts: 14iM.(!11 IiR ERE https://www.11oridabtiildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLllGtg5bCXRs... 4/10/2018 Florida Building Code Online Credit Card Safe Page 3 of 3 littps://www. floridabuilding.org/pr/pr_app_dtl.aspx?parain=wG EVXQwtDqu]Gtg5bCXRs... 4/10/2018 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. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR SUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5 WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD DUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISIIED INSTALLATION INSTRUCTIONS. 6 WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 3 FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM .ALLOWABLE SHIM STACK TO BE 1/4". 9 SHIMS 514ALL BC LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS I I. FRAME MATERIAL EXTRUDED RIGID PVC. 12 UNITS MUST BE GLAZED PER ASTM E1300-04 13 APPROVED IM -ACT PROTECTIVE SYSTEM IS_ R[QUL;,Q FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING, THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE j8 WOOD SCREWS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS SHEET NO. I DESCRIPTION I I NOTES 2 I ELEVATIONS 3 - 7 INSTALLATION DETAILS RCVISWNS a[V OESCRIPTgN I MTE 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 16GA (.060" THICK), 33KSI OR ALUMINUM 6063 -TS .058" THICK MINIMUM 19 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. 20 THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500PWCHS. 350OPWMULL. 3500SP. 3540PW. 3540PWMULL. 3540PWCHS, 3540SP. 35BOPW, 3560PWMULL. 3580SP, S-350OPW, S-350OPWMULL. S-350OPWCHS, S-3500SP, S-3540PW. S-3540SP, S-3540PWCHS. 1255PW, 1255PWCHS, 1255PWMULL. 1280PW, 910SP, 3500HPPW, 3500HPPWMULL AND 3500HPSP. SIGNED: 02/11/2016 MI WINDOWS AND DOORS IIIITII111,,, 650 SGRATZ,PA 17030RKET STREET 0370 J\vJ\SVGENSgi1 i v F' 1 0 61SERIES3500PICTUREWINDOW 60" X 96" NON -IMPACT NOTES g1 TAT OF F• O(ORIO;• OR.wNOR~ owc No Rtv 08-02858 u&c aTENTS 02/02/16 1 OF 6 EXTERIOR UACKER ROD nNrFtUVEU SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8- MIN EDGE DISTANCE7/16- MIN 1/a- MAX. r SHIM SPACE I EDGE DISTANCE METAL STRUCTURE INSTALLATION WOC:) FRAMING DOWS ANDDOORSM6501WEST tt 111io41MARKET GRATZ. PA 17030-0370 OR 2X DUCK Q` METAL FIY OTHERS 60" X 96" NON -IMPACT 1 1/4" MIN STRUCTURE g1O•• STAT EEE OF ORAMIr EMEJEOMENTI t BY OTHERS i'S;ClOR10; czlr--i 08-02858 APPROVED SEALANT BACKER ROD STILE NTS OATI 02/02/16 '"FRB OF 6 I/4" MAX 4 APPROVF.O SIIIM SPACE SEALANT o EXTERIOR UACKER ROD nNrFtUVEU SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED of APPROVED SEALANT BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT METAL STRUCTURE BY OTHER! VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES l INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCOROANCE WITH ASTM E2112 8 SMS OR SELF DRILLING SCREWS INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION KMSIONS IRFVOESCIRPRONIDATEAPPROVED FF-- 1 1/4- MIN. EMBEDMENT 1 7/16" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1/4" MAX, SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON 1/4- MAX SHIM SPACE 1- rINTERIOR 5/8- MIN, EDGE DISTANCE 8 SMS OR I oa0SELFDRILLING SCREWS 0 METAL STRUCTURE BY OTHERS BACKER Roo EXTERIOR 5/8- MIN EDGE DISTANCE 1/a- MAX. r SHIM SPACE 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED of APPROVED SEALANT BACKER ROD 1/4" MAX. APPROVED SHIM SPACE SEALANT METAL STRUCTURE BY OTHER! VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES l INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNED IN ACCOROANCE WITH ASTM E2112 8 SMS OR SELF DRILLING SCREWS INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION KMSIONS IRFVOESCIRPRONIDATEAPPROVED FF-- 1 1/4- MIN. EMBEDMENT 1 7/16" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1/4" MAX, SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA77ON 1/4- MAX SHIM SPACE 1- rINTERIOR 5/8- MIN, EDGE DISTANCE 8 SMS OR I oa0SELFDRILLING SCREWS 0 METAL STRUCTURE BY OTHERS BACKER Roo EXTERIOR do APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED• 02/11/2016 DOWS ANDDOORSM6501WEST tt 111io41MARKET GRATZ. PA 17030-0370 J\5 /// r •VGENSe Q` SERIES 3500 PICTURE WINDOW 0yR 6J ,* = 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS g1O•• STAT EEE OF ORAMIr OwG NO. RFV i'S;ClOR10; N.G. 08-02858 NAL STILE NTS OATI 02/02/16 '"FRB OF 6 RCNSIONS OCSCRIPT*N DATE I APPROVED 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY - CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS •• ° BY OTHERS EMBEDMENT 1 1/4" MIN. 1/4" MAX OPTIONAL 1x BUCK OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3 - 7 . SHIM SPACE SEE NOTES 3 - 7 _ r SHEET 1 SHEET I 3/16" TAPCON INTERIOR BACKER ROU O 1/4" MAX. '' ajAPPROVED SEALANT SHIM SPACE o I ' o I 3/16" TAPCON LLL 2 1/2 - EXTERIOR 2" EXTERIOR INTERIOR MIN. EDGE a , DISTANCE SILL TO BE SET IL Irl A BED OF r BACKER ROO aA(;KER ROD 1- APPROVED SEALANT lu APPROVED EXTERIOR k APPROVEC I 5EALANr , SEALANT 1/4" MAX OPTIONA" IX SLICK —• S SHIM SPACE E r,r _ I-- JAMB INSTALLATION DETAIL r NOTE CONCRETE/MASONRYlNSTALLAT/ON ONCn^ELE/MASONRY - - BY OTHERS ° NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 4 .. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCORDANCE WITH ASTM E2102 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS ORAMN• Ow0 N0. N.G. 1 06-02858 su¢c NTS — 02/02/16 S1-4 OF 6 SIGNEO: 02/11/2016 NN 0%1111911111 ,,/,/ Do,• 6 TAT 0F • ij SS/ONA't V WOCO FRAMING OR 2X DUCK BY OTHERS BACK_R ROD 4 rI":ZOVFD SEAL°NT EXTERIOR BACKER ROD Sc APPROVED SEALANT WOOD : RAMING OR 2X BUCK BY OTHERS 7/16' MIN EDGE DISTANCE 1 1/4' MIN METAL EMBEDMENT STRUCTURE BY OTHERS R Ili0A, APPROVED J`S SEALANT SI nM SPACE 5/8' MIN EDGE DISTANCE i/4' MAX SHIM SPACE a WOOD SCREW EXTERIOR INTERIOR SILL TO UC SET IN A BED CF APPROVED SEALANT BACKER R01 1/4" MAX. APPROVEI SHIM SPACE SEALAN MET STRUCTUi BY OTHEi 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 1/4' MIN. EMBEDMENT 7/16" M EDGE DISTANCE 8 WOOD p8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2x BUCK BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4' Mnx RCVKIONS OESCmvnOR M1i F_MPRptl(o 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I/4" MAX SHIM SPACE SHIM SPACE I 5/8' MIN, INTERIOR EDGE DISTANCE / o 8 SMS OR SELF DRILLING OSCREWS METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 02/11/2016 MIWINDOWSDOORS R Ili0A, 650MARKET J`S GRATZ, PA 17030-0370 GENSF 0 51/ SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT a it astoirFLANGEINSTALLATIONDETAILSp5TATEOF MV: ` iFSSm+c Ro. RREVN.G. 08 02 S8 ONA11 V\OR SCA NTS a1E 02/02/16 5 OF 6 2 1/2.. MIN I EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONA! IY. BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROU k APPROVED SEALANT EXTERIOR BACKER ROD d APPROVEC SEALANT Of TICNAL IX BUCK SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT Ile IIAX SHIM SPACE 3/16" TAPCON SILL TO BE SET IN A 8E11 OF APPROVED SEALANT 1/4" MAX. F SHIM SPACEI oa t a n a• •. a S a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RMSIONS OESCRIvRON O+rE I .RRR.T'E9 CONCRETE/MASONRY BY OTHERS M650IyNyDOWMARKET S AND DOORS 1 1/4' MIN EMBEDMENT GRATZ. PA 17030-0370 OPTIONAL IX BUCK SERIES 3500 PICTURE WINDOW 1/4' MAX. SEE NOTES 3 - 7 T $$$TATE OF FS FlOR10; G? SHIM SPACE SHEET 1 REV 08-02858 3/16" TAPCON b' INTERIOR o 2 1/2' MIN. b ' EDGE DISTANCE BACKER Roo EXTERIOR do APPROVED SEALANT 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 OESIGNEO IN ACCOROANCE WITH ASTM E2112 SIGNED: 02/11/2016 M650IyNyDOWMARKETSAND DOORS 1t- toEST GRATZ. PA 17030-0370 STREET`\`J\S GENS iP 0 6 * = SERIES 3500 PICTURE WINDOW 60" X 96" NON-IMPACT` FLANGE INSTALLATION DETAILS T $$$TATE OF FS FlOR10; G? ORAW OwO NO REV 08-02858 SCALC NTS art 02/02/16 6 OF 6 Florida Building Code Online Pagel of 3 RegulationBusiness & Professional SCIS Home I Log In I User Registration j Hot TOPICS Submit Surcharge i Stats & Facts Publications ( FBC Stan BUS Site Map Links search f10l r ®Product Approval USER: Public Vier t petro Product Aooroval Menu > Product or Aoohcation Search > Application List > Application Detail FL # FL18504-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE Y -i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 R2 COI FL COI.Ddf Standard AAMA 450 Method 1 Option D Year 2010 haps://wwxv.f oi-idabLiil(iing.oi-g/pr/pr_app_(ltl.aspx?parat-n=wGEVXQwiDgs9%2 N/o2ftCO... 4/10/2018 Florida Building Code Online Date Submitted 09/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL18504 R2 II 08-014558.Ddf Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Evaluation Reports FL18504 R2 AE 512079B.odf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01445B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind Evaluation Reports FL18504 R2 AE 512069B.odf 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 FLISSO4 R2 11 08-01834B.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 Other: Maximum span - 120", Impact resistant up to Wind Evaluation Reports FL18504 R2 AE 51252113.0f Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01833B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 R2 11 08-01907A.odf 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.odf 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 FL18504 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 FL18504 R2 AE 5126018 2df 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 11 08-02834.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE -62514 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.1)df Zone 3. Created by Independent Third Party: Yes BBC- NB -I haps://www.floc-idabLlilding.org/pr/p1-_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCO... 4/10/2018 Florida Building Code Online Page 3 of 3 Contact Us :: a601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The Stale of Florida is an AA/EEO employer Coovrlohl 2007.2013 Slate of Florida... Privacy Statement •: AccessiDddv Statement .: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the olrKe by phone or by traditional mail. If you have any questions. Please contact 850.487 1395. -Pursuant to Section 455.275(l). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F 5 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 if you are a licensee under Chapter 455, F S , please clock here . Product Approval Accepts: Mlel n= Credt Card Safe littps://www.floridabLiilding.oi-g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2fiCO... 4/10/2018 ICT '.H,)JJhI TIFf'EIrJ ,;"-.:,:iJLfI AND MATJUFAfiURED TO i;);A;`t1 11:1111 1`E0IIRIMENI; 0.,iL FL,IRIDA BUQ.D!\4 CODE 1:114)fl FR, klINC• TO SF :.-',:L NCD !Ell', ANCHOR -D P) PROPERLY ALL LOAC1_ T,)iii:'1. ,'II,Rf FRA1,11%. IS T14E u.,ILN, OF iH< !•f:. HIIIYT ')F EN(4NELR Or RLOOP.CI T,..1 '!W/•ALF. `IIiE-:, INCPF..A:C 'F ;/S WAS Nor USED IN ]HE THE PRCICIVC1 '•i:ig4N IIFRF.IN WINE, LOAD DURATION T01: ,.1:-1 f WAS. U:•ED W%1nfl AN(HO, CALCULATION$ 41"Pc;% FEI IMPACT ,--ROTECTIVF ' YJE.M NOT RE')UIRECI FOR THIS FR,)C,; •,:: ;N WIND BORNE LIE01::5 n^:(•IONS UP TO WIND ZONE 3 CIC'!GN PRES;UP.E AND INSTILLATION CICTAILS SHOWN !N THIS 01. 10EEIT ADPL, OIVi.,' TO MULLIIN 'WINDOWS MUST BE APPROVED JNDER-.EPARATE APPROVAL WINDOWS. TO BE MULLET) ?RF NOT LIMITED TO THOSE H)WN IN THIS DRAWIJC WINBQWS MUST BE MANUFACTURED BY MI WIND -)W> AND DOORS, INC FIES!(N PRESSURE OF MULLED UTtI- 514ALL BE CONTROLLED BY THE LE- Si R DESIrN PRESSURE -Ir iPE MULLI,)N )R THE !NDIVIDUAL NINDOW C,P DOpR IJNII N;T_ %44,' BE MULLED TOOEFHER u:itEFINITEL'i AS LONG AS SINGLE I!ll WIDTH AND HEICF-T ACE !\C.' E"' -CEDED AND MULLION IG l.Ni HI- LCI A'„ SHCIWN HEn E!:J V1111b-f•! bfRTICAL IV".TACLAP.,jN I; yIIQWN MULUON MA! BE USED rJ LIT•.', i; ITA1, A=`PL:i Ai,:)N. AT I,in;,'. .Y. IMCN :IOM': INCIi i•iF.O F,1.j r,, ,. Nnr f.:'i f CO(f' .;r1s. •. :.I,IJ I; r.rl: H1IcE!, ;.r'i 0r.01Ni• IF:I' C,•dIIMI:NT I. . •I :i';' T: ?• E . _ IFI:• II, i. it!:L,N I'..\,I .. :SII•. f'U8 f•'W'. ICI; I RE'W'NS OESCa,P1gN REVISED INSTALLATION DETAILS REVISED ANCHORING NOTES ANCHORING NOTES 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 11/4' MINIMUM EMBEDMENT WITH 1'• MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE JIO SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPINC SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS 6" FROM EACH MULLION END AND 12• MAX OC THEREAFTER STAGGER SCREWS AT EACH WINDOW 5) ALL FASTENERS TO SE CORROSION RESISTANT 6) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCF WITH ANCHOR MANUFACTIIRER'S INSTALLATION INSTRUCTIONS ANFJ 4NCHORS SHALL NOT BE USED IN `.,UBSTRATES WITH STRENC•TH'_ LESS THAN THE MINIMUM STRCNC.TH ccECIFIED BELOW A WOAD - MINIMUM S°ECIFIC C•RAVITI OF ('.=0.42 B C,)N(.SETE - MINIMIJM COMPRESSNE SIREN,:TH OF 4 2DLI PGI C MASONRY - SiRENC•TH CONFORMANCE TO ASTM (-9U C•RAOF N TYPE 1 (OR REATEPj D METAL - STFFL ISk-A -'046-) ALUMINUM 6063-15 FU=nK-,l 062 i" THICK MINIMIJV i•:PLF )I' i GJT:;JI LIE S,. RI, -I ION i I TIr,rES I!'ONFI::)RATIC:NS AND OP ,;HART i TALLATION CI -TAILS r- -- I IN- COMPONENTS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-2285 - VERTICAL MULLION 84" MULLION SPAN NOTES iIRAWW. [ Hi• W V.L. 1 08-01833 Y: -LE NTS WTE 01/11/12 cNEET I OF 4 L ROBERTO LOMAS P E. 1432 WOODFORD RO LEWISVILLE. NC 27023 434•6E9-0609 116--4 -aspsc" I cPvq Ai:• - 06/ 5/;? 1 R L SIGNED: 10/17/2017 1R1 IC0 q'. It • 0,.E251. t p TAT OF ; i0•. J4 ary 0R10P' B s/ONA 1TE\` Lu,s R Lomas P E FLN0: 62514 i:.'I?'PICU WIDTH- W' I 1 WINDOWI I WINDOW 120- COMSINEO WIDTH I-_ WI I iAE I '' I 'W/NDOW 1 HCII.I11 L._- WINDOW 10111.0"N :: / Design pressure rating (pso Units anchored into wood and metal framing Design pressure rating (ps1 Units anchored into masonry/concrete 1:: NFO V.'IDT" 1I I; 120 0 120.0 120 0 120 0 120.0 120.0 120.0 37.38 12001 1200 120.0 1200 120.0 120.0 120.0 49.63 I If WINDOW 96.4 736 58.4 537 50.7 489 46.2 65.63 90.2 68.6 53.9 493 46.3 44.3 WINDOW, W/NOOWI 1 II j ri d, 1 it Design pressure rating (pso Units anchored into wood and metal framing Design pressure rating (ps1 Units anchored into masonry/concrete Mullion span (In) Tributary width (in) 16.17 25.50 36.00 42.00 48.00 51.00 60.00 25.00 120 0 120.0 120 0 120 0 120.0 120.0 120.0 37.38 12001 1200 120.0 1200 120.0 120.0 120.0 49.63 120.0 983 81.2 76_9_ 75.2 75 1 75.1 62.00 96.4 736 58.4 537 50.7 489 46.2 65.63 90.2 68.6 53.9 493 46.3 44.3 43.3 12.00 81.0 612 476 43.2 40.1 380 1 36.7 84.00 63.6 460 33.9 29 8 27.0 24 9 23.4 120.. T OMBINED WIDTHW1W2 T-- jr-I J4.. FRAME 4001,41 WINDOW HEIGHT tMULLION 1SPAN) / 120 OMP -1.1D WIDTH W1 _.... W2 Design pressure rating (ps1 Units anchored into masonry/concrete Tributarywidth (in) 18.1312-5.50136.00 12.00 16.00 51.00 60.00 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 WINDOW J 83.4 834 S 107.1 81.8 64.8 59.756.3 rl• ..,'' I .WINDOlt 53.5 WINDOW F t. a •' .1., 48.1 90.0 68 0 52 8 48.0 44.6 42 2 40.4 63.6 460 33.9 r29 6T27-0 24.9 23.4 I III i 12n i COMBINED WIDTH REWAONS DESCMMON REVISED INSTALLATION DETAILS REVISED ANCHORINC. NOTES 120" COMBINED WIDTH r- WI 112 i-- v,i WINDOW cRAME WINDOW WINDOW MULLION iPAN) ! i IiIi W I W2 •-'1I 120 COMBINCCI WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 120' AS SHOWN HEREIN. LARGE AND SMALL MISSILE IMPACT. LEVEL O. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-2285 - VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND OP CHARTS ORAWN. ONi. NO V.L. 08-01833 xAEE NTS 0"E 01/11/12 "EE' 2 OF 4 L ROBERTO LOMAS P.E. 432 WOODFORD RO LEWISVILLE. NC 27027 434.666.0609 Iaalns&bo Wpecom OAIE "%JK.O 03/07/ 15 I F L 0;/05/17 IRL SIGNED: 10/17/2017 R to VOEIVS4' •i1' p S TAT OF x 4;, Fl0R10' • 0 SS/ONA j10aG\ Luis R. Lomas P E. FL No: 62514 Design pressure rating (ps1 Units anchored into masonry/concrete Tributarywidth (in) 18.1312-5.50136.00 12.00 16.00 51.00 60.00 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0E9. 1200 109.2 902 65.4 83.5 83.4 834 107.1 81.8 64.8 59.756.3 543 53.5 100.2 76.2 59.9 54.8 St.d 49.2 48.1 90.0 68 0 52 8 48.0 44.6 42 2 40.4 63.6 460 33.9 r29 6T27-0 24.9 23.4 LARGE AND SMALL MISSILE IMPACT. LEVEL O. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-2285 - VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND OP CHARTS ORAWN. ONi. NO V.L. 08-01833 xAEE NTS 0"E 01/11/12 "EE' 2 OF 4 L ROBERTO LOMAS P.E. 432 WOODFORD RO LEWISVILLE. NC 27027 434.666.0609 Iaalns&bo Wpecom OAIE "%JK.O 03/07/ 15 I F L 0;/05/17 IRL SIGNED: 10/17/2017 R to VOEIVS4' •i1' p S TAT OF x 4;, Fl0R10' • 0 SS/ONA j10aG\ Luis R. Lomas P E. FL No: 62514 WN y - MI.1 1 I I I I IIr 7. INTERIOR rl? T—^-------- SECT M-2285 EXTERIOR M.ULLinN I .— SECT.796 LIP 6119 WOOD SCREW r-••----W000 FRAMING/ I ; „rHEr.; I .i/° MIN. I !.MEE IJENT I- -j 1/-- MIN VERTICAL CROSS SECTION LcIL L DISI ncE MASONAY,CONCRETE AND WOOD FRAMING INSTALLATION 796 0 SMS OR LF DRILLING CREW METAL STRUCTURE BY OTHERS I I 1/2- MIN EOCE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION CCN i'^Ni Lv oL::':In•I r 'r ... nAR V*ED INSTALLero':R PETul; - - I ::/. •. ". r , U REwiEU ANCHORINC. rIpTC> — I ?•.!•.•_ .--. M-]7&5 EXTERIOR MULL EXTERIOR / M2'8500A M22S500r. INTERIOR \—V-692 WINDOW & MULLION ASSEMBLY MASONRYAANCRETE AND WOOD FRAMING INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 M-2285 - VERTICAL MULLION 84 MULLION SPAN INSTALLATION DETAILS DRAWN D-0 ND. V. L. 08-01833 x4L NTS I o"TL 01/11/12 1 s"LD'3 OF 4 L. RWERTO LOVAS P.E 1472 W000FORO RO LEWISVILLE. NC 27027 474•666•060 4om85@&m Spfcam 1 i i I i 1 I I I III I CLIP INSTALLA SIGNED: 10/17/2017 1R! IL D4! OENSF9i1'_ o,,6951 ,t TAT i F • Ookr oZORIOP• SS1 NA j11aG`\. Luis R. Lomos P E FL No• 62514 i 1 I t IL.;_ SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063, TS 125' THICK IFIF D I 7( bl/4 I i S_ECT5796 CLIP FOR W000 FRAMING INSTALLATION ALUMINUM 6063•T5.125' THICK 3 3/4.. 3/S - I It r222Kvel/4" 7/8.. 1— 7/8- I 1— 1 SEC T5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 125' THICK 3 1/ .. t 3/8" _ 5/8' 3/S" -- 0 i 3 r— 4.. I MT000022 CLIP t 16GA ( 063) GALVANIZE0 STEEL r- 7/3 - L—r—,-'' 37T-1 SECT M-2285 MULLION ALUMINUM 6005-T5 125• THICK N rw5 REV!SE-,I INSTALLATION DETAILS 4:./li 7,: • I PL . REVISED ANCNOP.INC• \OYES , OF•/O:•/ I / • I. L . SIGNED: 10/17/2017 MWINDOWSDOORSnAND R 11` 0650WESTJ\5 GRATZ. PA 17030-0370 r••GEN,p Sim 0 5 *= M-2285 - VERTICAL MULLION 84" MULLION SPAN 4//k Qj' !/ 1• - COMPONENTS TE of ; ia CORlO DRAWN owNc /a. REV i4O i9OS8 ONA11e?;\ SME 01IE 5"EE84NTS01/11/12 OF 43 LUIS R. LOmuS P ELROSERTO(OMASPE 1432 WOODFORD RD LEWISVILLE. NC 27023 FL No.' 6251ds3••6W-OW9 r/1 -w@kbmaspe mm Florida Building Code Online Page] of 2 Business & Professional Regulation t Imo, ra SCIS Home I lag In I User Registration Hol Topics I Submit Surcharge I stats B Facts E Pubbcabons FBC Stall ' SCIS Site Map Links I search Florida lop—% Product ApprovalIOUSER: r Public user l JseRdN dvi Product Approval Menu > Product or Aopbcation Search > Application Lis[ > 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 L Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407) 509.2008 alphaaluminuminc@yahoo.com Luis Lomas rilomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity , ;Yes 'No N/A Mips://www.11oi-idabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDclvggLi2w%2bn... 4/10/2018 Florida Building Code Online FL16544 R3 COC FL16544-R3-COMP.Ddf Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 01/14/2018 Summary of Products r 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 II 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 Back Neal Contact Vs . • 2601 Blau Stone Road, Tallahassee FL 32399 Phone: 850-187.1821 The Slate of Florida is an ANEEO 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 850.187 1395. *Pursuant to Section ISS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter ISS, 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 If you are a licensee under Chapter 155, F.S , please click here Product Approval Accepts: Credit Card Safe littps://www. floridabtii lding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvgqti2w`/D2bn... 4/10/2018 16 5/8" t I I c 9/32" 17/8" I 4 9/32" 7/8"I— I 16" ALUMINUM SOFFIT- SOLID AND VENTED O3105 H28 ALUMINUM 012' THICK VENTED VERSION VENTED AREA: 20.25 INrAINEAR 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 16-0VERHANG DESIGN PRESSURE RATING IMPACT RATING 311PSF NONE WHEN INSTALLED IN 24 -OVERHANG TABLE OF CONTENTS SHEET NO DESCRIPTION PROFILES AND NOTES 2 - 3 1 INSTALLATION DETAILS AND COMPONENTS RE%15I0"S OESCROIWR WE I --mwcO I A IREVISED DIMENSIONS AND MATERIAL GRADE 11/13/14 IR.L. NOTES: 1 TILE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITI-I 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 IHE 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: COLO ROLLED FORM ALUMINUM 3105-H78 5. FOR ANC40RING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4" TRIM PAINTED STAINLESS STEEL NAILS WITH 1/4' HEAD DIAMETER. 3/4"X1/4" CROWN OR 3/8"X3/8" STAPLES. REFER TO DETAILS A. B, C, AND E FOR MINIMUM EMBEDMENT AND SPACING. 6. FOR ANCHORING INTO MASONRY/CONCRETE USE 097" DIAMETER T NAILS OR STUB NAILS REFER TO DETAIL 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=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) ALPHA ALUMINUM INC 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT PROFILES AND NOTES V. L. 1 08-02198 5C"LE NTS OA'E 08/05/13 5"EE11 OF 3 SIGNED: 12/11/2014 01%I111111/0 E N $F 'ltp 00 A TAT SEOF REv %'FS:,ZOR10?' G A /// is/ DNA 11\` BILL OF INC 1 2 1 IF CHANNEL (ALPHA ALUMINUM INC 1ALUMINUM 3105-H28 FRAME BUILDING BY OTHERS SEE DETAILS A. B AND C SHEET 3 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL 0 F CHANNEL 3104-H28 ALUMINUM.012' THICK FRAME BUILDING BY OTHERS SEE = SEE SEE — DETAIL E DETAILS DETAIL E SHEET 3A, 8 AND C SHEET 3 SHEET 3 a6' OVERHANG 16" OVERHANG INSTALLATION DETAIL RENSIONS QESERID110N OAR MPROVED DIMENSIONS AND MATERIAL CRAOE 11/13/14 R.L. FRAME BUILDING BY OTHERS 1EXTERIOR ` 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.C. 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS ORAWN: ONE NO V.L. 08-02198 Sc'u NTS I °"'E 08/05/13 SnEC'2 OF 3 SIGNED: 12/11/2014 1 1/4' MIN EMBEDMENT 1 3/4" TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER LOCATED 24" MAX O.C. i DETAIL A WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS WOOD FRAMING INSTALLATION Wi F CHANNEL AND STAPLES 3/8'- MIN EDGE DISTANCE 3/4"XI/4" CROWN STAPLES LOCATED 24" MAX O.0 IN OIAM0ND PATTERN 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL 097" DIAMETER LOCATED 24" MAX O.C. I 3/8- MIN EDGE DISTANCE 4 • I 1 DETAIL C 2 MASONRYICONCRETE INSTALLATION W/ F CHANNEL AND NAILS rVnnIIYV J I nl!• IIYJ I n<ln IIVIY 24'OVERHANG 3/8" BETWEEN STAPLES 3/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN RMSIONS OESCMP1gN EE •PPROVEO DIMENSIONS AND MATERIAL CRAOE II/13/14 IR,L. FASCIA TRIM 1 3/4" TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER 1) PER PANEL SIGNED: 1211112014 I" R IIC/0,/' MIN J`S EMBEDMENT 3/4"XI/4" CROWN STAPLE 16" ALUMINUM SOFFIT 1) PER PANEL I 3/4"X1/4" CROWN STAPLE OR 3/8"X3/8" STAPLE 1 LOCATE (1) AT EACH GROOVE 1/4" FASCIA LIP 1 3/4" TRIM PAINTED SS NAIL 3/8" MIN _ W/l/4" HEAD DIAMETER EDGE DISTANCE LOCATED 24" MAX O.C. DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE SIGNED: 1211112014 ALPHA ALUMINUM NC R IIC/0,/' 0 PREMIER ROW ORLANDO. FL 32809 J`S GENSF • z *( 0yt 3j 5* 16" ALUMINUM SOFFIT INSTALLATION DETAILS STATE OF ;o,` V.L. 08- 90' 2198 A a1ESckcNTS 08/05/13 3 OF 3 Florida Building Code Online Page l of 2 tom. fi Business & Professional Regulation w' SCIS Home I Log In I Use, Registration ; Hot Topics Submit Surcharge I Stats 5 Facts i Publications FSC Stair SCIS Site Map Links Search F W tl 3 ®Product Approval yt+., pr y r USER: Public User L v1 Yv Product Approval Menu > Product or Aoolicatlon Search > Application List > Application Detail FL N FL5444-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O 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 Cl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 2016 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 7 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R13 COI 2018 01 COl NIEMINEN.gdf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 htips://www.11oridabuildiiig.org/pr/pr_app_dtl.aspx?parani=wGEVXQ\vtDgiali 1 g07CSso... 4/10/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products I Page 2 of 2 FL it 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 R13 II 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.DdfApprovedforuseoutsideHVHZ: 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 R13 AE 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.Ddf Created by Independent Third Party: Yes Bad Nmrt Contact lis : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487. 182 The State of Florida is an AA/EEO employer. Coovrroht 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 mail. It 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 of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available t0 the public. To determine if you are a licensee under Chapter 455, F.S., please clock here Product Approval Accepts: Credit Card Safe haps://www.noridabuilding.oi-g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtali 1 g07CSso... 4/10/2018 ENGINEER EVALUATE TEST EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 610) 651-5847 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 203)262-9245 CONSULT CERTIFY Evaluation Report 3532.09.05-1134 FL5444-1113 Date of Issuance: 09/22/2005 Revision 24:01/24/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61A 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOJetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert i%FS' ••"` ,: Niemmen. P E on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMOI etc. Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ONEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6'h Edition (2017) Florida Building Code and 61D 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 REFERENCES: Kqiitf 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 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 OSNK08037 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 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate oJAutnoraation #32455 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R33 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2028 Page 2 of 13 NNEMO I etc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20'", XT'" 25, XT'" 30 and )M" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.1.2 Arcadia", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangleo, Landmark", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.1.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip & Ridge Shingles: 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO(etc. 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,Sa = 150 mph (V,,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certi/icore of Aushonrorson #32455 6'” EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R33 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 14: 01/24/2018 Page 3 of 13 NNEMO I etc. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidentiol5oloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vase = 150 mph (V„It = 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 FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 SWIFTSTARTO STARTER SHINGLE: Fastening: Use four nails, located as shown below I 38-3/4' (984 mm) 1 Max 3' 76 mm) t NEMO ETC, LLC Cern/cote of Aathonrotion #32455 V (25 mm) from edge 1' (25 mm) from edge I The inner two fasteners must be placed such that they fall at least 3' (76 mm) from the end joints of the shingle in the succeeding course. 7-5/8' 194 mm) 1 Evaluation Report 3532.09.05-R34 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Root Shingles; (610) 651.5847 Revision 14: 01/Z4/2018 Page 4 of 13 6.5.1 6.5.1.1 ENGLISH 5 SN' (145 rm 5 r ?d rr 12" 12" 12" 305 mm)—(305 mm) 305 mm) 1" (25 mm) 1"(25 mm) -ySealant n) ofd METRIC 13th' - 131/6" - - 131/f" 1"(25mm) — Sealant 1"(25mrn)-'( 6 tA" T Fgam 11.3: Usefosa n4& for tel' ftd1 sbtnglu ONEMOjetc. STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for every full shingle (Figwi611.4). Asphalt roofing cement meeting ASTM D4586 T)oe 11 Is suggested. I Hoofing Cement Apply 1"(25 inn) spots of asphalt roofing cement under each lab corner. Figum11.4. VsafooYrl4Us andsdr$Pols ofwPbolt cossuat on $resp doper. CAMON- Bxcessi a use of roofing cement can cause shingles to blister. Hip & Ridge for CUW", XT'"_25, XT" 30, XT'" 301R: Cut Shingles 14. ( 25 —d IFShIngle l 2"(50mm), ,Rennove`_ 11 11 Cap Cap 305. mm) SAlnple SAlnple Figure 11.24: Cot tabs, lbon trbn back to make cap sbinpW 6rt hsb dbnensions sbomn). Fide 11.25: ingalollon ofcops along The bips and rblgsc For ASTM D3161, Class F performance use BASF "Sonolastic® NP11"" adhesive or Henkel "PL* Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.6 ARCADIA: LOW AND STANDARD SLOPE STEEP SLOPE Use SLC nails for even' fill shingle locoed as shown below. i'125tmn) 1'(25 mm) tad tui nal Had lineM r --% -r Figure Z: No six uutts % r $ren' fill shingle. Use SIX nails and FOUR spots of asphalt roofing cement for earn full shingle as shown below. Apply asphalt roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting AS9'.N1 1) 45$6 Type II is suggested. 1'RSmml I'rbmml— -- Figttn, is Use six nails aid four .pots of aspbalt nx fng cement on steely slopes. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Cernlicate clAushoraation #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page S of 23 NNEIVICIlletc. 6.6.1 Hip & Ridge for Arcadia'": Cedar Crest'", Cedar Crest'" IR Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum 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 "Sonolasticm NP3'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line'/. to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive 4" 1/4" 3/4' 1" Dab of asphalt cement between 1" shingle layers 6.7 BELMONTO. Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of W (16 mn) Use FIVE nails for every full Belmont shingle, located as shown below. o Adddioml wls d mr6red. asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTIb1 D4586 Type II is suggested I!,, , LRI— NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Ceroftare oJAuthowation #37455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 14:01/24/2018 Page 6 of 13 PIP NOj-410,0144, 1NI 04.04, F'o o Adddioml wls d mr6red. asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTIb1 D4586 Type II is suggested I!,, , LRI— NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Ceroftare oJAuthowation #37455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651.5847 Revision 14:01/24/2018 Page 6 of 13 NEMO I etc. 6.7.1 Hip & Ridge for Belmont® or Belmont® IR: 6.7.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest'" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.7.1.2 Option 2: For Belmont®: Shangle® Ridge 18. Exposure Remove tape to 12• from the side and fasten1 i t3• SECOND Fastentheme' left side RIGHT Remove FIRST 85/8* This Tape LEFT Figure 17-19: installation of SbmigleO Ridge sbingles Figure J . 7-J& Sbangle• Ridgeort bips mrd ridges. 6.7.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPl" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD -SLOPE use fte mils for MM full Sbanglc. t" I (25 t.. ) 518" mm) 18 mm) Wo Frgmv /7.4 Usefhv nails for curry fidt Grand hfanor Sbangk, Carrfage House Sbangk, or Centennial Slate. STEEP $LOPE use seven nails and three spots of aspbalt rooting cement for evtxy hill Grand Manor Shangle. use five nails and three spou of asphalt mofing cement for carry full Carriage Iloose Sbangle and Centennial Clare, %pply asphah roohng cement 1' (25 mm) from edge of shingle Figure l7.5). Asphalt roofing cement meeting ASTM D4586'npe II is suggeted. PB—) 1k.) I inure I7-5 o'brrt inslaging Grand Manor Sbongla on steep slope use serer mails and tome sport ofaspbrdl roofing ornmnb 6.8.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle* Ridge hip and ridge shingles Evaluation Report 3532.09.05-R14 NEMO ETC, LLC Ceruficore of Authonrotwn #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 7 of 13 LOW AND STANDARD SLOPE METRIC DIMENSIONS 17' 143/4" 17' 305 mm)— --(375 mm)—I—(305 mm)--{ asaraaraar ar,+me I--1"(25mm) 1 Release Tape 1"(25mm)— j — Ith" L Mailable. . Area LANDMARK TL NorthGate: NNEMOjetc. r N - sw7m, 7 1 Figure 13-4: Usefour unlit for wiryfidlsb rtgle VIDE XNu4G 1Y 14 Y4' 1T AREA — (305 mm) (375 mm) — + (305 mm) - Natnp limits t' (25 mm) Upper "d *0 T (25 mm)—r -- Nainp sus for Imv sd als I sopa (trap 212 b 21:12) Nat below upper d baler Nee as gum atw& STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. See below. Asphalt roofing cement should meet AS"rA! D4586 Type II. Apply I' spots of asphalt roofing cement unde 1 t13 /2" 13" 13 /mm) each corner and at about 12-10 Win from each edge. 343 mm) (330 mm) 043 mm) METRIC DIMENSIONS L-1"(25 mm) 1"(25 mm) --J I I 12"— 143/4" — 12"-- 375 mm) (305 mm)— I 305 mm) 25 mm) weso r w „ i+ 1"(25 mm) 1"(25 mm)- -' - Rooling Cement Rdeau TaOe Nail Area 1 For Sleep'f Figure 13.5: Use sir no/!s rmdfora spok of 1" e5pb4U roofing teem on sleep slopac 25 mm) - - - - (25 mm; Rooling Cement 1.. 25 mm) NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Ceri;ficore o/Aurhoniorion #37455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 8 of 13 NorthGate: STEEP 12' 14-3/4" 12' SLOPE 1---(305 mm)—j— (375 mm) --1---(305 IT r 1'(25 mm) I oetweerlrpwver 1'(25rrnirnnc Nailing areas for steep slopes (greater than 21:12) and "StorwAalling" Nail between lower 2 nal lines as shown above. ONEMOjetc. 6.9.1 Hip & Ridlte for Landmark—, landmark" IR. Landmark" Pro. Landmark'" Premium, Landmark"' TL Landmark'" Solaris, Landmark'" Solaris IR, NorthGate: 6.9.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/rr 305mm) (250mm) r— g15/1G 4t5/1G 050mm)r( 1501 mm) ( 125mm) (125mm) F -Notch for Notch for Centering Centering I: F 305mm) Notches for AppnmeMto ( 337mm) Notches for Alipnmcrd to 5 the Top Edge of the Previous thethe Top Edge of the Previous (196mm) Capfor5'(1251rtm)Evostne lapfor55B'(141mm)rxposum English Dimension Metric Dimension Shadow Ridge'" Shadow Ridge'" 9 27rz 250—)- 4 250—) t 15ns'(t25 mm) 13 1/8" 333 mm)— Centering Notch --6 518'--6 5/8'- 1 68 mm 168 mm 131/4' i 337 mm) \ Align Erse / T Centering 131/4' Notch rateheY 10 top 7 Sf8' (337 mm) Iedgeof (194 mm) ( 337 these prCVioUS epurst7518, I notches to top (194 m) edge of L previous course. 7 NorthGate Ridge NorthGate Accessory NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certr/icate of Aathonzotron #37455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Root Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 9 of 13 6.9.1.2 6.9.1.3 NNEMOjetc. Figure 13-2P. Use laying notcbw to center sbingim on hips and ridges, and to locate the conwl expasuru For ASTM D3161, Class F performance use BASF "Sonolastic® NPL'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.10 PRESIDENTIAL SHAKE'", PRE51DENTIAL SHAKE TM I R, PRESIDENTIAL SHAKE Tl-, PRESIDENTIAL SOLARls: LOW AND STANDARD SLOPE- STEEP SLOPE: For low and'standard slopes, use file nails for each full Presidential For sleep slopes, use rdne nalls for each full Presldential.shingleand shingle as shown. below. apply 1' diameter spots of aspkdl roofing cement under -each shinge tab. After applying 5 nails in between die nailing guide Wes, apply 4 nails 1' Nailing 40' ; i above lab cutouts making certain Labs of overlying sidngte,coaer nail's. Guide Unes (10.16 mm) 133 mm) 14 1/4' 1 112' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-& Fasteninghmmendal andPresi*ww n Shake 1' diameter asphalt roofing cement sbinglas on lord and standard sbpac Figure 167: Paslenfig Presidential and HssJdential T/L Shake sbingles on steep *Pas. 6.10.1 Hip & Ridge for Presidential Shake'" Presidential Shake" IR, Presidential Shake TL'", Presidential Solaris'": 6.10.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from The bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12%Portland, OR produces 97/8' x 131/4' accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-1134 Cerr,/icore oJAurhorirorion #37455 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1133 CertainTeed Asphalt Root Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 10 of 13 ONEMOletc. 6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 10% STANDARD AND STEEP SLOPE: risnrr IS•i fwlenhgllallenu tb/nata on Lori anASranr6#d .Vop s for low and anntktnl slopes, use !se nails rot cub toll 1 alems shingle as slmv abets. 6.11.1 Hip & Ridge for Hatteras'": 6.11.1.1 Option is Accessory for Hatteras HSWW13a:Ilnleaig&NrimSllojfn 00SMP a*" for steep slopes, ufe Dre.0aft and do spout of atpbt toolnl cemem for est FA lbutm Walk a sturn abme. Mdr I- 25mm) dtmtaer spbut of toolo; cemem (AMI D 45" Type 11 soMsted) order euh tab tuner. Pros sWaot Into pbw. do not pox cement. CAUTION: Tbo much tooling eemem tan came sbia0m to blister. Figure 15-14: 18 three-piece rm/ls separale to make 54 Hatteras Accessory sbingk& 6.11.1.2 Option 2: Cut Hatteras Shingles 9,.-- 230 mm) I I I er 4 60 mm) f l Fgo I--- 18" (203 MITI) Nd 1 460 mm) :: T`\ ca Cap Cap Cap Cap g3 Shingle Shingle Shingle Shingle `, zgonml Figure 15.20., Cut Hatteras sbinglea to make toter cap. Figure 15-21: Installation of caps along hips and ridges. 6.11.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-1134 Certificate of Authortiotion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 24:01/24/2018 Page 22 of 13 NNEMO I etc. 6.12 HIGHLAND SLATE, HIGHLAND SLATE'm IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Ni8MWWete*" 9xidi(rbrob ta isitnetvnn1 Flgum %i••; Uss FIFS naUs fbrevoy lHghland.SroksWgld Use FIYF naLls and BIGIrr spots of asphalt roofing cement* for each hl1 Highland Slate shingle. For AUaaN•Dade, SLI nails are required. Apply I' diameter spots of asphalt roofing couent under each tab comer. Asphalt cooling cement meeting AMI D4536 Type U Is suggested. u>o wi'+d mr mo..e r r eW e ix on a, Qt nil ' CM sarob D•e,.IbnW ataee #ernL RoMYip tanem F/guro II 3.4 Utc MT rout and eigbl tpols ofarpW roofing em ml malar Barb tab cornet CAUTION; Fxcesslce use of roofing cement can cause shingles to blister. 6.12.1 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. 6.13 PATRIOT T": LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle loaded as shown below. S/planl bt1 "i'(25mn) ';---- P(I5nn}z 156mr) 1 Use FOUR nails and four apt)ts of azi>hah roofing cement for every full shingle as shM711 kloca ,iuplydi roofing cchneat mccring AJT1t D4586 Tpm 11 is soW.Itcl Apph' 1115 mill) spois of asph:dt roofing canall :as shown. CA11710N: F.xeecsive use of roofing crinem can cause shinglts to hlLsler. 6-1 ------------ T nearing gement F- --i- tm --I-- 6.13.1 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. NEMO ETC, LLC Evaluation Report 3S32.09.05 -R34 Certificate of Authoriiation #37455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 6SI-5847 Revision 14: 01/24/2018 Page 12 of 13 NEMO I etc. 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-R34 CertificoreOl Aurhorizotion #32455 6'" EDITION (2017) FBC NON•HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2028 Page 13 of 13 Florida Building Code Online Page 1 of 2 r Professional Regulation r®r Bels Home I Log In I User Registration : Hot Topics Submit Surcharge I Slats b Facts 1 PublKauons I FBe staff I Bels site Map I Links I search I Florida r is Approval IUSER: public User 1 7 sa Product Approval Menu > Product or AppbcaUon Search > Application List > Appllwtion 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 FL21842-R1 Affirmation 2017 Approved 0] Rhino Linings Corp 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschmidt@rhinolinings.com Jennifer Schmidt (Rhino) jschmidt@rhinolinings.com Jennifer Schmidt 9747 Businesspark Avenue San Diego, CA 92131 479)435.0446 Jschmidt@rhinolinings.com Roofing Cements -Adhesives -Coatings Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 PRI Construction Materials Technologies, LLC 04/05/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL21842 R1 COI 2017 01 COI Nieminen Ddr Referenced Standard and Year (of Standard) Standard Year ASTM D6694 2008 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. https://www. noi-idabtiiIdiiig.oi-g/pr/pr_app_dtl.aspx?parani=wG17VXQwtDgLifj9QzTt6YQr... 4/10/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity OYes 0N ON/A Page 2 of 2 FL21842 RI COC 2017 10 AFFIRMATION RHINO 6th Edition 2017) FL21842-RI.oddf Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL tt Model, Number or Name Description 21842.1 DuraTite Roof Maintenance Silicone based roof maintenance coatings Coatings Limits of Use Installation Instructions Approved for use in HVHZ: No FL21842 R3 Il 2017 02 FINAL ER RHINO C -A -C FL21842.Ddf Verified By: Robert Nieminen PE -59166ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Evaluation Reports FL21842 R1 AE 2017 02 FINAL ER RHINO C -A -C FL21842.p_df Created by Independent Third Party: Yes Badt Neat Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850.487.1824 The Stale of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:. Privacy Statement :: Accessibility Statement :. Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www. Aoridabuilding.org/pr/pr_app_dtl.aspx?param=wGLVXQwtl)qul j9QzTt6YQr... 4/10/2018 QOTP.,INITYIERD EVALUATION REPORT Rhino Linings Corporation 9747 Businesspark Avenue San Diego, CA 92131 479) 435-0446 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET OXFORD, CT 06478 PHONE: (203) 262-9245 Evaluation Report 13575.02.17 FL21842 Date of Issuance: 02/10/2017 SCOPE: This Evaluation Report is issued under F.A.C. 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. The product described herein has been evaluated for compliance with the 57A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: DuraTite® Roof Maintenance Coatings LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: the lacarmda seal appeasing was authorized Robert).M. Nieminen, P.E. Fs by Roben N,emmen, V.E. on 07/10/2017 y`'X ,,. This does not serve as an electronically signed document. Signed, Florida Registration No. 59166, Florida DCA ANE1983 rrr"t' sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD 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. Exterior Research & Design, I.I.C. d/b/a 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. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Cements — Adhesives - Coatings Compliance Statement: DuraTite* Roof Maintenance Coatings, as produced by Rhino Linings Corporation, have demonstrated compliance with the 5`h Edition (2014) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.14.3 Physical Properties ASTM D6694 2008 3. REFERENCES: gmitf Examination Reference Date PRI(TST5878) ASTM D6694 TRS -032-02-01, TRS -036-02-01 11/07/2016 PRI(TST5878) ASTM D6694 TRS -033-02-01, TRS -039-02-01 11/07/2016 UL LLC (QUA9625) Traceability MLA R27468 09/13/2016 PRI (QUA9110) Quality Assurance Service Confirmation 02/09/2017 4. PRODUCT DESCRIPTION: 4.1 DuraTite® 1380 is a single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 gallon pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTite® 1380 or ASTM D6694 coating, with substrate limitations below. Note: Existing roof system and/or substrate shall meet wind uplift requirements of the project to the satisfaction of the Authority Having Jurisdiction. 4.1.1 Substrates: Galvanized Steel and Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTite* Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite* Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite* 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite* Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite* 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 2 of 4 VTRINITYIERD CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite® Prep. Then apply DuraTite® Prime 2100 at 400 ft2/gal. Followed by applying two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. 4.2 DuraTite® 1395 is a high solids, single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 gallon pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTite® 1380 or ASTM D6694 coating, with substrate limitations below. Note: Existing roof system and/or substrate shall meet wind uplift requirements of the project to the satisfaction of the Authority Having Jurisdiction. 4.2.1 Substrates: Galvanized Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite• 1395 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTitem Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite® Prep. Then apply DuraTite® Prime 2100 at 400 ft2/gal. Followed by applying two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. 5. 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 in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this Evaluation Report. Refer to a current Roofing Materials directory for fire classifications of roof assemblies using the components outlined herein. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 3 of 4 QOTRINITYIERD 5.4 DuraTite® Roof Maintenance Coatings are components for use in Approved roof assemblies. Refer to the Approved Use" in Section 4 for each component. DuraTite* Roof Maintenance Coatings noted herein are not purported to be Roofing Systems, and their use shall be governed by and limited to applications where Roof System Product Approval is not necessary (e.g., maintenance and repair) or where the components are called out in a Roof System Product Approval. 5.5 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements. 6. INSTALLATION: DuraTite® Roof Maintenance Coatings shall be applied in strict accordance with Rhino Linings Corporation published installation instructions, and Section 4 herein, subject to the Limitations in Section 5. 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: Cartersville, GA 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC — QUA9110; (813) 621-5777; cfreidner(dDaricmt.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL2184Z Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 4 of 4 Florida Building Code Online Page 1 of 2 0—i 1 Professional = MiamiRegulation 09 DOS Home I Log In I User Registration i Mot Topics Submit Surcharge I slats 6 Facts I Publications I FBC stat! I SCIS Site Map I Links I Search Fla cfa Product Approval l1sarr USER: Public User a se`ou1 Product Approval Menu > Product or Appbcalron Search > Application Lit > Application Detail FL # FL19567-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived U 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 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 1,6 Validation Checklist - Hardcopy Received Certificate of Independence FL19567 RI COI COI CertOf Indeo James BUCkner.P.E. sc6.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 hltps://w A w. floridabui Id ing.org/pr/pr_app_dtl.aspx?pa ram=wGEV XQwtDgs%2 FmG Foyl-... 4/10/2018 1 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 12/17/2017 12/18/2017 12/22/2017 02/13/2018 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 Approved for use outside HVHZ: Yes FL19567 RI II 01 17 -196 -MMI ORV-ER6-.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No 31242 Design Pressure: +N/A/ -70 0 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use. Refer to manufacturer's Installation FL19567 R1 AE 01 17 -196 -MMI ORV-ER6-.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 R1 Il 02 17-196-MMI-VPB-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 Other: Evaluation Reports 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.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 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 R1 II 04 17-195-MMI-Retro-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 Other: Evaluation Reports FL19567 R1 AE 04 17-195-MMI-Retro-ER6.udf Created by Independent Third Party: Yes Back Next Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer copyright 2007.2013 State of Florida.: Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not Send electronic 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.$ 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 if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: I" - Credit Card Safe littps:/hvww.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT... 4/10/2018 CBUCK Engineering SppclalN Structural Englnc-prinq Evaluation Report MMI Off Ridge Vent Manufacturer: CBUCK, Inc. Certificate of Authorizotion #8064 Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.1 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-ORV-ER6 Date: 12 / 15 / 17 Contents: Evaluation Report Pages 1— 7 Roofing Accessories that are an Integral Part of the Roof System MMI Off Ridge Vent Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15.23. No 31242 jjj0, STATE OF ON AL'\`\\` CBUCK, Inc. — Polm 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 CBUCK Engineering SpcPClalty Structural EnglnPPrinQ Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI Off Ridge Vent Roofing FL tt: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 2 of 7 CBUCK, Inc. Certificote of Authorizotion #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System MMI Off Ridge Vent Description: Steel or aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering Speclaltj Structural Englnperinc1 FL it: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 3 of 7 DUCK, Inc. Certificote of Authorizotion 118064 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). Attachment Ridge Vent: MMI Off Ridge Vent FL tt: FL 19567.1 R1 Date: 12/15/17 CBUCK Engineering Report No.: 17-195-MMI-ORV-ER6 Page 4 of 7 SppclatW Structurd) Engtnperinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: Penetration Through: ASTM 8209 Nominal Dimensions: Width: 24" Height: 4 -1/2 - Lengths: 2', 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x 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 818.6.4 Installation: Structural Installation Method: CBUCK Engineering SpPclalty Structural Englnpprinq Referenced Data: FL #: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 5 of 7 CBUCK, Inc. Certificate of Authorization 1!8064 Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent perimeter flanges 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. 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. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck CBUCK Engineering SpPclalty Structural Enginpprinq Profile Drawings 18" 12" Side View (Not To Scale) MM Off Rclge Ment Steel orAlurrinum) Typical Fasteners) 11 Gauge Fang Shank Roofing Nail OR 10 nin. Vbod Screws Loner Slope Front) FL #: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 6 of 7 CBUCK, Inc. Certificate of Authorization #8064 Typical Fastener(s) 11 Gauge Fang Shank Roofing (Vail OR 10 rrin. Mccl Screws Typical Cross Section View (Not To Scale) T Hgher Slope Back) Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck CBUCK Engineering SpPclalty Structural EnQlnPPrtnq 8' o.a Typical, WDdrrum Typical Fastener(s) 111RGauge Ring Shank Roofing Nail O 10 rrin. V1bod ScreAG Top Plan View (Not To Scale) Typical Fastening Pattern) FL #: FL 19567.1 R1 Date: 12/15/17 Report No.: 17-195-MMI-ORV-ER6 Page 7 of 7 CBUCK, Inc. Certificate of Authorization X8064 41/2' 41/2' Base Flange I vl \10 - Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 rrin. V1bod Sams Typical Ridge Vent Assembly Isometric View (Not To Scale) Florida Building Code Online Page 1 of 2 IIE'r RegulationProfessional t r rrip, 10 T -M SCIS Home I Log In I User Registration I Hot Topic Submit Surcharge I Stats & Facts I Publications I FSC Staff I SCIS Site Map I Links I Search j FRARJo ® Product Approval IUSER: Public User Product Approval Menu > Product or Aopiication Search > Application List > 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 siewis@alpineitw.com Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE Ci Validation Checklist - Hardcopy Received Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M Ranien.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code haps://www.lloriclabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOeIVM... 4/10/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option C 09/07/2017 09/19/2017 09/21/2017 FL tt I Model, Number or Name I Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II 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 Page 2 of 2 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Installation Instructlons.DdF Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE ESR-1118.[)df 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 II Installation lnstructions.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 FL3999 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.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 Back Heat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an ANEEO employer. Coovriaht 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 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 to the public To determine if you are a licensee under Chapter 455, F.S., please click bee . Product Approval Accepts: 0-9 dart Credit Card Sate haps://www.floi-idabLiiId1ng.org/pr/pr_app_cill.aspx?parain=wGEVXQwtDgvKboNOeIV M... 4/10/2018 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 l 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 l 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 Business & Professional Regulationt the Evaluation Report ii Florida License PE -0046549 Quality Assurance Entity M WA Quality Assurance Contract Expiration Date 12/31/2018 Validated By SCIS Home I Log In I User Registration I Hot Topics I submit Surcharge I Stats & Facts Publications I FSC stall I SCIS site Map I Links I search ; Florida 0P ApprovalrUSER, ER• Public User a'v rry Product A mroyal Menu > Product or ApptiCalion Search > Application List > Application Detail FL A 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 benmen98@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. 5-6 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 Indeo.pdf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Eouiv Egulv.odf Method 1 Option D Year 2000 haps://www. floridabLlilding.org/prlpr_app_dti.aspx?param=wGl-7VXQwtDgtiDEJErtOSCei... 4/10/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 08/09/2017 08/16/2017 08/20/2017 10/10/2017 Page 2 of 2 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R4 11 Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.Ddf system. The required site-specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Back Nevt Contact Us :: 2601 Blair Slone Road, Tallahassee Ft. 32399 Phone. 850.487-1824 The Slate of Florida Is an WEED employer. Coovrioht 2007.2013 Slate of Florida..: Privacy Statement : • Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mad address released in response to a public -records 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 of you are a licensee under Chapter 455, F.S., please chick here Product Approval Accepts: Credit Card Safe haps://www.floi-idabLiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLiDE.f Ei-tOSCei... 4/10/2018 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS I 7118"IN, WEIGHT. IMECHANICAL UNIT I PER SEPARATE CERTIFICATION, TYP. I t CENTER OF GRAVITY 1 ASSUMED TO ACT AT THE uJ I GEOMETRIC CENTER OF THE MECHANICAL UNIT. u w 1 tCENTER OF SEE DESIGN MECHANICAL UNIT MUST BESCHEDULE FOR SQUARE OR RECTANGULAR• t ; GRAVin MAXIMUM SURFACE NO IRREGULAR SHAPES. E Z AREA AND DESIGN V I PRESSURE, TYP. W ' Q C w I 1 STEEL TIE-OOWN CUPS. R SEE DETAIL 1/3 B 2/3 1,2 FOR CUP INFORMATION, 3 TYP. 3' MAX _ / X51 3' MAX . TIP. YYY YYY/ TYP• HOST STRUCTURE DESIGN / BY OTHERS. SEE DESIGN.-- SCHEDULES FOR ALLOWABLE SUBSTRATES I 3• 3. FtA% TYP. "'t, rM ECHANICAL UNIT• TY°' ISO 1 LIE -DOWN ISOMETRICRIC TYPE OF CUP AND NUMBER OF CUPS ISOMETRIC I PER CORNER WILL VARY PER CONNECTION TYPES Cl -CA ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE 0.00E -7O INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA OSTEO MEREIN. SEE SHEETS 4.5 FOR DESIGN SCHEDULE.) MECHANICAL UNIT CRITERIA: CONSIOER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA. VUr,-170 MPH. EXPOSURE W 48' TALL v AB' DEEP 1 A' WIDE. 100 LB (WEIGMT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2- CUP AT EACH COAXER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE Qr DESIGN NOTES: THIS PRODUCT NAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIOA BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE TME NIGH VELOCILY' HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DES160 CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVMZ B ASCE 7 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC X -1.90 WITHIN THE MVHZ 6 OUTSIDE TME HVMZ, (GCt),. -1 S FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACCOk ANCE WITH ASCE 7.10 CHAPTERS 26 B 29. THE HEIGHTS OSTEO IN THE OESIGx SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL AIC STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: I. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PROOUCT AND DIE SHEETS FROM TEST REPORTS rTEL 01970387A,tTEI019703876 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTFIVIION5 WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. 3. MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE. ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. t. FASTENERS TO SE 812 X 5:' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SMALL BE TTW 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 CUPS SHALL BE ASTM A283 STEEL (GRADE 0) WITH FY -33 KSI OR BETTER. ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS 6. ALL CONCRETE SPFGTEO HEREIN 15 NOT PART OF THIS CE0.TIFlGTION. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE 8' MIN. THIOL AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. TME CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B. ELECTRICAL GROUND, WHEN ACQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 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 SITE SPECIFIC DOCUMENTS FOR USE IN COHIUNCTION WITH THIS DOCUMENT. 11. WATERTIGHTNESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 1S RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER•TTGNTNESS SMALL BE THE RILL RESPONSIBILITY OF THE WSTALUNG CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VOL WINO SPEEDS USED IN TN15 APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. 15-2378 I 1 PROCEDURE STEP RESULT I JOETERMINE THE CONNECTION TYPE BASSO ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VUR -170 MPH, EXPOSURE'S' THIS OESIGN CRITERIA CORKESPONDS TO TABLE S 3 -DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48'x48'-16FT- THIS UNIT HEIGHT OF AS' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF • B' NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP A ICHECK MAXIMUM UNIT HEIGHT RESTRICTION OP AN A/C STAND THAT IS A MAXIMUM 30- TALL !FAN A/C STAND IS UTILISED, CHECK TO SEE TMAT THE STAND DOCS NOT EXCEEO 30' IN MIXGMT S I CHECK MINIMUM LINT WIDTH RESTRICTION UNIT WIDTH IS 46' WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION SEE (-) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE Qr DESIGN NOTES: THIS PRODUCT NAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIOA BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE TME NIGH VELOCILY' HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DES160 CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.8 FOR NON-HVHZ AND SECTION 1620.6 FOR HVMZ B ASCE 7 SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC X -1.90 WITHIN THE MVHZ 6 OUTSIDE TME HVMZ, (GCt),. -1 S FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACCOk ANCE WITH ASCE 7.10 CHAPTERS 26 B 29. THE HEIGHTS OSTEO IN THE OESIGx SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL AIC STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: I. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PROOUCT AND DIE SHEETS FROM TEST REPORTS rTEL 01970387A,tTEI019703876 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTFIVIION5 WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. 3. MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE. ETC) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. t. FASTENERS TO SE 812 X 5:' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SMALL BE TTW 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 CUPS SHALL BE ASTM A283 STEEL (GRADE 0) WITH FY -33 KSI OR BETTER. ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS 6. ALL CONCRETE SPFGTEO HEREIN 15 NOT PART OF THIS CE0.TIFlGTION. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE 8' MIN. THIOL AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. TME CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B. ELECTRICAL GROUND, WHEN ACQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 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 SITE SPECIFIC DOCUMENTS FOR USE IN COHIUNCTION WITH THIS DOCUMENT. 11. WATERTIGHTNESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 1S RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER•TTGNTNESS SMALL BE THE RILL RESPONSIBILITY OF THE WSTALUNG CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VOL WINO SPEEDS USED IN TN15 APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. 15-2378 I 1 u_ • u,'A , z3 Z O W- xw t ONp IW7 xf;sL, E w • Z O N = V 7' MAX 1• CLIPS - nP. 11 CLIPS - 3' MAX i TW ( H 3• MA% TYP. 3• MAX J. TI\0 .. 3•MAX ANCHOR SCHEDULE: 1" CLIPS SUSSTRATI DESCRIPTION 1)-5/16.0 CARBON STEEL FIV/ UnLOEX TAPCON, CONCRETE: 2Y.' FULL EMBEO TO 4• THICK MIN, ODNCRETE, 3)p MIN. 2000 FSI MIN.) EDGE DISTANCE, 3y' MIN. SPACING TO ANY ADJACENT ANCHOR ALUMINUM: 1"14 SAE GRADE 5 0.125• MIN. SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM. PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD MANE STEEL: 1)•614 SAE GRADE 5 0.125• WN. SHEET METAL SCREW TO THIOL, 33 KSI STEEL, PROVIDE (S) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE 2" CLIPS /`• SUSSTRATE DESCRIPTION I lI•S/16' IGRSONSTE ITVN Sul..TMCON, ,H CONCRETE: IY.• FULL EMBED TO •, 4- THICK MIN, CONCRETE, 3%- MIN 2000 PSI MIN.) EDGE DISTANCE, 3Y.' MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: 2)-614 SAE GRADE S 0.125• MIN. SHEET METAL SCREWS i0 THICK, 6061•T6 ALUMINUM, PROVIDE (S) MIM. ALUMINUM) PITCHES HIS. PAST THREAD PLANE STEEL: 2)•614 SAE GRACE S 0.125• MIN. SHEET METAL SCREWS TO THIOL 33 KSI STEEL, PROVIDE (S) HIM. STEEL) PITCHES MIN. PAST THREAD PLANE nP. r 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APMICABIE 2. ENSURE MINIMUM EDGE DISTANCE AS NOT® IN ANCHOR SCHEDULE. CONNECTION TYPE Ci CONNECTION TYPE C2 3. SEE DETAILS ON SHEET 2 FOR ANCHORS ATTACHING TO MEOHANICAL UNIT. C 1 I• CUP - UITUZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNFF C2 1• CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT T\ z 2' CUPS 3- M4X I 3' MAX M nP. to 1\ 3• MAX; 42 CUPs 3' MAX TVP. 3 MAX\ o 7- MAX TYP IJd\'J TYP. UNIT WIDTH W MAX 6' MAX CUP OFFSET CUP PAIR SVAQNG CUP OFFSET FL, Q; 3•TYP MECHANICAL CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (4) CUPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT CONNECTION TYPE C3 CONNECTION TYPE C4 s ALTERNATE 8 CLIP DETAIL C3 2• CUPS - VfILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C4 N.T.S. PLAN VIEW 2' CUPS • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF {8) PE0. UNIT 3 THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (6) CUPS PER UNIT. INH 15-2378 FOR ANY CUPLONGERI0* 0.19• UTILIZE (S)•TM1SAE MECHANICAL UNR BY OTHERS. ALUMINUM .``, •':.... N GRADE S SHEET HOUSING UNITS SHALL BE 6063•T6 MIN. TYP. .•'TCENSF METAL SCREWS, TYP. ALUMINUM SHEET WITH FtV-30 KSI, 0.125• MIN. THICKNESS, STEEL HOUSING UNITS (3)-112 SAE GRADE S SHEET 4 Na pE004654 0066 THICK SHALL Be ASTM A653 Fy-33KSI MIN. METAL SCREWS FOR CUPS UP TO ASTM A287 OSTEEL. GRADE 33, 22GA MIN. (t-0.0299•). 5• LONG. vrtuzE (5)-Al2 SHEET = * * : STEEL, TYP. 0 0 METAL SCREWS FOR CUPS i . LONGER THAN S'. PROVIDE (5) • o0 PITCHES MIN. PAST THREAD PLANE '0... 0•• STATE Ofk". F-.{. B c( 7)•i 12 SAE GRADE 5 o O 0.068' THICK ASTM FOR EACH SMS, TYP. i ' '••FtORAO.• S J y 0. SHEET METAL SCREWS n A283 STEEL CUP, TYP. r, i IIARFORCUPSUPTOS' ' a ANCHOR PER , S/ONA\, C LO NG. UTIU ZE(5)• 112 - O BASE OF UNIT SHALL i•. ANCHOR IIIII IT`" `1_a V><.. SHEET METAL SCREWS O BE FLUSH WITH BASE 3/8. SCHEDULE u FOR CUPS LONGER OF CUP, NO SPACE /' // f0 z 2 PERMITTED, TYP. Z %C rTHAN5', NP. y,•O MOLE, WITH UO rI%i " ,///.; WW If W V ANCHOR FROM 1' '/• '; •'/,!. SUBSTRATE PER CUP ANCHOR , •; "/ •Y ANCHOR 1111II11 3 C, g 0.75' SCHEDULE, TYP. ./, r / /!'/\ SCHEDULE EWLL No W W 0 DIMENSIONS •/ r•/i/.__j_/`•(OTHER ) - 36 0.375• , 00 SIMILAR) 1" TIE -DOWN CLIP ANCHOR DETAIL 1 1" CLIP ISOMETRIC DETAIL 3 3--V-0- DETAIL Z 3 N.T.S. ISOMETRIC CUP IS DESIGNED FOR FULL '~ a CONTACT WITH THE BASE OF EACH J = MECHANICAL UNR, TYP. z o d- P 0.12s• MECHANICAL HOUSING UNITS SHALL BE 6063-T6 MIN. LLJr v ALUMINUM SHEET WITH Fty-30 KSI, 0.125' - 3 0.072' OR x MIN. THICKNESS, STEEL HOUSING UNITS (3)- 12 SCREWS FOR CUPS SHEET Z 0.113• THICK SMALL BE ASTM A653 FY-33KSI MIN. $ ASTM A283 STEEL, GRADE 33, 22GA MIN. (t-0.0299'). LONG. UTILIZE (FOR 12 SHEET '••' i3 STEEL. TYP. o METAL SCREWS FOR CUPS a Z 3)•F l2 SAE GRADE S LONGER THAN A'. PROVIDE (5) e SHEET METAL SCREWS ;/;:'/ PITCHES MIN. PAST THREAD PUWE m FOR CUPS a• LANG. 0.072. OR 0.113' / FOR EACH SMS, TYP. VTIUZ, (4)•F 12 SHEET THICK ASTM A283 METAL SCREWS FOR STEEL CUP, TYP. j /. (I) OR(2)ANCHORS CUPS LONGER THAN A'. BASE OF UNIT SMALL TYP. BE FLUSH WITH BASE SCHEDULE PER ANCHOR 3/8' OF CUP, SPACE PERMITTED, TYP. 110912 Y,'O HOLES, NOT TO " % '• r " / / • r'.! G BE USED FOR /, % , ' SUBSTRATE PERj ANCHOR q ANCHORS. TYP. ' / / ' •'• • 1 0 9 1 S • SCHEDULE r/ 375• :%. , H (VARIES) F f111iat O's.] •00. 2" TIE -DOWN CLIP a ANCHOR DETAILo.so 3• - 1'-G DETAIL av„tortaurHLEMurmo FACTORY -MILLED Y.•0 HOLES; s0 }' O, 0.50' 3 CUP IS DESIGNED FOR FULL 15-2378 CONTACT WITH THE BASE OF EACHUTILIZE (1) OR (2) ANCHORS SIAL TS MECHANICAL UNIT, TYP. FROM 2' CUP ANCHOR FAG[ ouWm0001 SCHEDULE. TYP. O.SO' v 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC 4ENNA400, I.E. t11 111 MEOW I 31120P.• tcEN TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D NDPEao46sa9 FOR USE WITH A RI$K CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) (FOR USE ;VHA RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCTrY HURRICANE ZONE') b IZALLOWABLEROOFHEIGHTHp0 '• STATE OF o TOP O TIE•OOWN CONFIGURATION TYPE AVOWABLE ROOF -TOP HEIGHT (N) TIE-0OWN CONFIGURATION TYPE C. '•, i, ( •••!?(OHIO!' W 7: AHjt^sr MAXIMUM ) IT I ( UNrt'SLARGEST I HEIGHTTH Cl j C2 C3 I CI SURFACE AREA OF UNITL.- MAXIMUM SURFACE AREA OF UNIT UNIT UNIT*$LARGEST HEIGHT WIOTH Cl R C3 Cd JJIIIIIIIIItt\ f\ a A YIWO •I m< W: aFACE _ __ _ ( I 6 FTI . 24' MAX 12' MIN N/A H S 100 FT AT GRADE H S 200 FT I 9FT' 3Z'M47( IS'MIN N/A HSISfT FACE 6 FT' 2d' MAR 12' MIN N/A H 5 40 FT AT GRAOE H S 20D FT UQU ys1Zi b L, K~0^ m AT GRADE M5200 FTL___ .. _ 9FT' 32'MAX 1S'MIN N/A AT GRACIE N/A HS200R WW Er W,7,0ai4FATGRAN5200FTH5200FTHS200FT4FTATGRAOEH5200FTHS160FTH5200RLLC:yU 6 FTI N/A H S 200 FT H 5 30 fT H S 200 FT 6 FF' N/A N S ZOO FT AT GRAOE H 5 200 FT V11C 16 ms W9FT' ..11 48' MAX 24' MIN N/A _ H S d0 FT AT GRADE _ H S_ 200 R 9 FT' db' MAI 2d' MIN N/A H S 1S FT AT GRADE H 5 200 Ff fj/ y//j,[ '0 012FT' I N/A GRAOE H/A H S 20O FT 12 FT' N/A AT GRADE N/A H 5 14OF F Liar1T 16 R' I N/A _ _ _ AT GRACIE _ N/A _ _ H S 60 FT 20 R' N/A AT GRADE N/A I H 560 FT 16 FT' N/A N/A N/A H S 15 FT 20 FT' N/A N/A H/A N 130 FT a 75 FT' N/A 1 N/A N/A N S 15 FT GO' MAX d$' MIN 2S FTI N/A N/A N/A 1T GMOE60' MAR 48' MIN J70FT' N/A ! N/A N/A ! AT GRADE 30 FT N/A N/A N/A AT GRADE Z 36 FT' , N/A N/A N/A AT GRACE 36 FT' N/A N/A N/A ! N/A THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI.DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS 8ROWARD AND MIAMI-DAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY J OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. Q ^ IX Zoe: 4 gG 1O= C N UI O Z aPin t n tLoo TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE D Z ` ' 5 « 0 FOR USE WITH A RISK CATEGORY II STRUCTURE-) FOR USE WITH A RISK CATEGORY II STRUCTURE-) I_4 E CL i W AVOWABLE INSTALLATION ROOF NEIGNTAVOWABLE INSTALLATION ROOF HEIGHT mTIE -DOWN CONFIGURATION TYPE TIE•OOWN CONFIGURATION TYPE MAXIMUM MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 tl Ca SURFACE AREAOF UNIT UNIT UNTF GEST HEIGHT WIDTH I Cl C2 C3UNITYGESTHEIGHTWIDTH I C4 ly ji 6 ft' Id In 12 In N/A 5 140 FT AT GRACIE ACEi S 200 Ff 6 fe24 in 221n N/A > 60 Ff AT GRADE S 200 FT E I 1F d q E fE 9 h' 32 In 15 In N/A H S 15 FT AT GRADE IS 200 FT 9 h' 32 In 1S In N/A AT GRADE N/A 1 S 200 FT I li C O G 4 h' ' AT GRADE S 200 FT N/A 1 S200 R 4 h' AT GRADE S 200 FT I S 200 FT 5 200 FT I 6h' AT GRADE 5200 FT HS FT I 52008 6h' N/A 5200 FT HSIS FT 5200 FT 9 hI 14r MAX 24' MIN N/A > 60 FT AT GRADE S 200 FT 9 ft' 48' MAR 24' MIN WA H S 15 FT Ai GRADE S 200 FT I 5tl P 12 h' I N/A AT GRADE NIA S 200 FT I 12 h' N/A AT GMOE N/A S 200 FT B 16 to I N/A AT GMOF N/A I S 80 FT 16 h' N/A N/A N/A I H 5 40 FT 20 W _ _ _ N/A AT GRADE _I_ N/A _ !_ 2S hI N/A N/A N/A 60' MAX 4$' MIN - 30 h' I •• N/A ... ... N/A _ ..__.__ N/A/A. ._:. S 100 FT _ 73530 FT ATGMOE_ 20 M N/A AT GRADE N/A 25 h' N/A N/A N/A 60' MAX 48' MIN I H S 40 FT AT GRACIE l 9{ I N/A _ N/A AT GRADE 30 h' N/A N/A N/A 36 Z. N/A N/A N/A _ ATGRAOE 1 ATGRAOE J 071WWOFAVKLfJKAIMPL 15-2378 AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AS AN EMMPLF, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AGE DESODmoNI AUTHORITY HAVING JURISOIRION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES d 5 I Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE-0OWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM SURFACE AREA OF UNrti WIDEST FACE UNIT HEIGHT UNIT WIDTH Bh' 2{H 121n AT GRADE s200R s80 FT 5200 FT 9h' K L EfNNAKOO. 1.E. ISM N/A SIBO FT HS15 FT 3200 FT fN Bh' B• MAX 2{•MIN SBO FT 5200 FT 5200 FT S200R AT GRADE 5200 FT 6200 FT s200 FT 9 hl AT GRADE S 200 FT H S {0 FT S 200 FT l2 M N/A S 100 FF AT GMOF S 200 FT 16 hl N/A H S 15 FT AT GRADE S 200 R 20 h' 25 h' f0• MAX B• MIN N/A H S 30 FT AT GRADE S 200 FT N/A AT GRADE AT GRADE S 200 FT 30 Etl N/A AT GRADE N/A SRO FT 36 Ttl K9 H S 30 FT S 200 FT d h' H s d0 FT s 200 FT z 200 FT s 200 FT B M I AT GRADE s 200 R It s 200 F7 9 h+ d/• MAX 2d' MIN N/A S 200 FT lO h' BO• MAX 4/' MIN N/A HS{OFT N/A HSlSR AT GRADE I:G NEO ES•T AT GRADE If/AAT GMOEAT GRADE120 20 h' N/A AT GRADE AT GRADE S 200 FT 2S h' A$- MIN N/A AT GRADE N/A S L20 FT 30 h' MAX N/A N/A N/A H S {0 FF 36 hl N/A N/A N/A AT GRADE TABLE S : Vult=140 MPH, EXPOSURE B TABLE 6 : Vult=140 MPH, EXPOSURE C 0ifce (FOR USE WITH A RISK CATEGORY II STRUCTURE) FOR USE WITH A RISK CATEGORY II STRUCTURE) a 0 Sto1 ALLOWABLE INSTAL13 LATION ROOF HEIGHT 1 i IW}" TIC -DOWN CONFIGURATION TYPE V> V I MAXIMUM I b SURFACE AREA OF UNIT UNIT Cl C2 C3 C{ jgY 1gIF UNIT'S LARGEST HEIGHT WIDTH WW P.JFACEI OFoJ u 6 h' _ 1 N In l2 in IE N s 15 FT I 5 200 FT s 200 FT 5 200 FT HWAEW I • 9 h' 32 In ISM A7 GRADE 5 200 FT 60 FT 5 200 FT 2 d h' s 200 FT 5 200 FT s 200 FT s 200 FT O i M 5 d0 FT S 200 FT 5 200 FT S 200 FT 9h1 {B'MAY 2{'MIN AT GRADE FT 5120 FT 5200 FT 12 h' AT GRADE 5200 5200 FT_ HS{O FT 5200 FT u P l6 h' N/A S80FT N515R S 200 FT 20 h' N/A S l00 FT H S IS FT _ S 200 FT 1--1 ZS h1 NIA HSdOFT AT GRADE 5200 G' fTJuy; nZ QO i IS C)GsL= K F GJ oaR Z Z OLU~ 7 may a Z I 1 CE a W TABLE 7 : Vult=140 MPH, EXPOSURE D co UFORUSEWITHARISKCATEGORY11STRUCTURE) a i f Eggy ga qqa Aid I OO fIWFRNNL0O*W=PL 15-2378 t Wll1 Nis PAGE DEEW TION, i d SASANEXAMPLE. THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY CHECK WITH LOCAL AUTHORITY HAVING IURISO1CnON FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 2 Q I Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE-0OWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM SURFACE AREA OF UNrti WIDEST FACE UNIT HEIGHT UNIT WIDTH Bh' 2{H 121n AT GRADE s200R s80 FT 5200 FT 9h' 321n ISM N/A SIBO FT HS15 FT 3200 FT fN Bh' B• MAX 2{•MIN SBO FT 5200 FT 5200 FT S200R AT GRADE 5200 FT 6200 FT s200 FT 9 hl AT GRADE S 200 FT H S {0 FT S 200 FT l2 M N/A S 100 FF AT GMOF S 200 FT 16 hl N/A H S 15 FT AT GRADE S 200 R 20 h' 25 h' f0• MAX B• MIN N/A H S 30 FT AT GRADE S 200 FT N/A AT GRADE AT GRADE S 200 FT 30 Etl N/A AT GRADE N/A SRO FT 36 Ttl N/A AT GRADE N/A H S 30 FT S 200 FT d h' H s d0 FT s 200 FT z 200 FT s 200 FT B M I AT GRADE s 200 R 5 200 FT s 200 F7 9 h+ d/• MAX 2d' MIN N/A S 200 FT lO h' BO• MAX 4/' MIN N/A HS{OFT N/A HSlSR AT GRADE N/A AT GRADE If/AAT GMOEAT GRADE120 20 h' I Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE-0OWN CONFIGURATION TYPE C2 C3 Cd MAXIMUM SURFACE AREA OF UNrti WIDEST FACE UNIT HEIGHT UNIT WIDTH Bh' 2{H 121n AT GRADE s200R s80 FT 5200 FT 9h' 321n ISM N/A SIBO FT HS15 FT 3200 FT fN Bh' B• MAX 2{•MIN SBO FT 5200 FT 5200 FT S200R AT GRADE 5200 FT 6200 FT s200 FT 9 hl AT GRADE S 200 FT H S {0 FT S 200 FT l2 M N/A S 100 FF AT GMOF S 200 FT 16 hl N/A H S 15 FT AT GRADE S 200 R 20 h' 25 h' f0• MAX B• MIN N/A H S 30 FT AT GRADE S 200 FT N/A AT GRADE AT GRADE S 200 FT 30 Etl N/A AT GRADE N/A SRO FT 36 Ttl N/A AT GRADE N/A H S 30 FT I ALLOWABLE INSTALLATION ROOF HEIGHT i TIE -GOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA Of i UNR UNIT UNIT'S LARGEST I HEIGHT WIDTH CI C2 C3 Cd FACE I 6 h' I 241. 121n N/A s 200 FT H s 30 FT S 200 FT 9 h' I 32 In l5 In I N/A z 100 FT AT GRADE S 200 FT d h' H s d0 FT s 200 FT z 200 FT s 200 FT B M I AT GRADE s 200 R 5 200 FT s 200 F7 9 h+ d/• MAX 2d' MIN N/A S 200 FT H S 15 FT S 200 R 12 h' N/A HS{OFT AT GRADE 5200 FT 16 h' N/A AT GRADE N/A t 200 R 20 h' N/A AT GRADE AT GRADE S 200 FT 2S h' A$- MIN N/A AT GRADE N/A S L20 FT 30 h' MAX N/A N/A N/A H S {0 FF 36 hl N/A N/A N/A AT GRADE JUL 2A 2018 CITY OF SANFORD BUILDING„& ARE -PREVENTION P.ERNIiT *APPLICATION Application No: Documented Construction Value: S _ q.. kb Job Address: historic District: Yes 0 tqo Parcel ID: ResideirtiaQ Commercial Type of Works Newt. Addition Alteration Repair -E] -.pemo Change of Use[] Move Description of Work: Plan Review Contact Person: % D,- -1 ,/ I_ Title: Phone: _`tU-aOOt. Faa:L[OZ-333-3853 Email: YLUGC C'w,y, Gorn Property Ower Information Name l l A5 ( / Phone: Street: t. it n Resident of property?: City, State Zip: _ '.0 ,., •)' Cnnorittactor Information Name l--A,tt' ,Phone: 440-7- -7- 15 - Street:3C,' tSe.o Fax: 0 - X53 City, State Zip: ea State License No.: bkpBO 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 TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'^ Edition (2014) Florida Building Cod Revised: lune 30, 2015 Pmnit Application T o (a• O r NO'S: 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 requ imments 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 ort' the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all spplie:able•Jaws regulating construction and zo g. Signature of Owner/Agent Due Print OwnedAgent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent I Contractor/A rnI'S Name ( T AA nk. AsQ- Signatur or] ry-Start of Florida Date e"•L : CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407),19a-0IS3 FWftN0UrJS0rV1Ce.=M Contractor/Agent is Personally Known to.Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June )02015. _,___ _ r _ __ .__..._ P_eanitApplication IIrI•J• nt terwY•I Ih L••t•.•L1 1\c W ••L`. 1• •wN•M _ MJ.rr1• I rr1 ••1 I r•I L't G tr.r. 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IH aw Ir amu 4.4 Iwr Iw. tl.'Y wet nLVAI 4.%n. t/I W. 1I It:I H' 1 ,UNIVERSAL UES Pderect o. 9386633- 1008. 0000 WorkENGINEERINGSCIENCrESReportDate: 6/26/2018 Consultants in: Geotechnical Engineering - Environmental Sciences I Geophysical Services - Construction Materials Testing - Threshold Inspection02BuildingInspection - Plan Review - Building Code Administration / 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 18 -t6(& I vj In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated UESTechnician: Raimundo Salazar Too 2600 Lake Lucien Drive Suite 35©. Maitland, FL 32751 11, 4at Date Tested: 06/26/2018 Project: Thornbrooke 40s 8 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad ( Lot 225 ) Material: Fill Reference Datum: 0 = Bottom of Foundation Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum DensityDensity per ptimum Moisture ill Field Dry tY per Field Moisture 1%) Soil Compaction 1%) Fill Depth inch) Pass or Fail 1 South Side Footing 0-1 ft 108.3 10.7 105.7 9.5 98 N/A Pas: 2 East Side Footing 1-2 ft 108.3 10.7 106.7 10.1 99 N/A Pas: 3 North Side Footing 1-2 ft 108.3 10.7 107.2 10.7 99 N/A Pas: 4 West Side Of Pad 1-2 ft 108.3 10.7 105.6 9.3 98 N/A Pas: 5 Center Of Pad 2-3 ft 1 108.3 10.7 107.6 11.9 99 N/A Pas: Remarks: 552 Red Rose Lane. Tn nw/nhl:eh n .....l..nl n.nMnl:nn /n I /ni..n.wn1'w nl:nn/n !hn O..AI:n sn.l nn...nl..nn nll mnnAe n.n e..h...iNn.! ne nnnFilnnlin/ nn,nnii.. n! n... nl:nnln nn.! n../hn.r.n:nn DESCRIPTION AS FURNISHED: Lot 225, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. tfCO R MPS UMPAGE ii*) 0.4' PIA CO pK 30, UNN 0ON PHSO PUAt 90 0 IjNO rk pF JOOD12'21 E W spRDIALL s S 0 76.4 EMEPVCN1 EASFENCEFENCE ON 101IANDSGAPE WAL 8 REC. '1/2' I.R. 2b. 76' NO J5.28' P.O.L. 0 116.51' LOT 225 h 16.1' tiry 18.40' COV'D. 40 3.5'0.5' CONE. 'a AC PAD 17.26' 30.0' 15.52' REC. 1/2' I.R. NO I.D. P.O.L. 0 138.83' NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN -- — % 4 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' CRUSENA1R• R.L.S. 1 4714 ZONE •X' MAP / 12117C 0055 F. I AVV. SCOTT, R.LS 1 4801 ONE STORY RESIDENCE 9 PROPOSED - FINISHED SPOT GRADE ELEVATION APRON = 130 SO FT PER DRAINAGE PLANS F.F.- 22.22' SIDEWALK = 156 SO.F7 V- PROPOSED DRAINAGE FLOW FRONT a 25' SOD = 76 SO.F LOT GRADING TYPE A REAR = 15' A A Z SIDE - 5.0' PROPOSED INFORMATION SHOWN AREA - 7,134 SO.FT SIDE CORNER a 10' i m t\ PROPOSED CRAVE PER CONSTRUCTION PLAN ++ AND/OR INSTRUCTIONS PER h m O CLIENT NOT FIELD VERIFIED o n od' LOT 226 C + 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 co NOTES: LOT 224 1. THE UN DMGNED DOLS MORMY COTRTY INAT THS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of CEL • CONCRETE RA0. • RADIAL pROFESS10MAC SURVEYORS AND UiPPERS W CHAPTER SJ -17 FLORIDA ADMINISTRAMV CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES 2. UNLM EMBOSSED WITH SURVEYOR*, WWTURE AND ORIGUAL RASED SEAL• THIS SURVEY WP OR COPIES ARE NOT VAUD. SEI 4R. • 1/2' IR •/AL1 4396 VPHit. • NON -RADIALIL1 45T RCC. RECOVCRCD DWT J. THIS SUAVEY WAS PREPARED FROM MU 1NMXU4 ION FVRNTSNED TO THE SURVEYOR. THERE AAY BE OTHER RESTRICITONS CAL CALCULATEDP.O.I. • POINT OF IEGMENCED CALL • CAU:IRENT EASCiamPOV THAT AITECI'TNSOC. •POINTOr COMNCNc[MCNT RA • ICRMAllO1T REFERENCE IdA1NCNT NO MAW BEENNOVNODTOTOU:b WPROYEIIENR HAVF BEEN LOG1E0 UNLESS OTHERWISE SHOWN. 1M • CENTERLINC FF. • FINISHED FLOOR ELEVATION NPD 5. ITN$ SUAV'Y S PRCPARCO TOR 7,7 SOLE MNERT OF THOSC CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CNRTY. NAIL S DISK RSL MLDING SCTIACK LINE R/V RIGMT-OF-VAY IA • ICNCN/WIK B. OWCNSIOHS SHOWN FOR THE LOCAf10H OF IMPROVEMENTS HEREON SHOULD NOT BE USED, TO RECONSTRUCT BOUNDARY ONES. 5SZ Zo5E 7. BEARO#, , ARE BASED ASSUMED vMnAI ANG ON THE UNE SHOWN AS BASE BEARING (08.) GRAIN. DRAINAGE 4.3 UTIL. • UTILITY CLFC. . CHAIN LINK TENcc LAN L P. CERTIFICATE OF AUR•OR17ADON No. 4590 VDSC. VODD FENCE i - PO TEOr CURVATURE SCALE I— 1• a ?0 —+ DRAWN BY: ••• P.T. • POINT Or TANGENCY DCSC. DESCRIPTION I` COV'D. BRICK ORDER No. R • RADIUS L • ARC L 10.0' G p PLOT PLAN 04-05-18 2094-18DELT kEN6TN C • CHORD 5.76 20.0' FORMBOARD FOUNOA110N/ELEYS. 06-25-2018 4175-18 C.L • CHORD (CARING LL 5.20' nNAL/ELEVS. 10-11-2018 6805-18 16' BRICK BRICK WALK DR. 29.59' T5.3 2 91' R=100.00' •gyp 0 4 10' UTI ESMT .3.4' 4 L= 10. 62• `'o 'o• mss • 0o1'Jtiry5CONE. WALK pC _ ON LOT AREA CALCULANONS o--- REC. NdFO REC. N&D ` LOT = 6.772 SOFT. LIVING = 1,589 SO rT D=18'2230" 14596 14596 GARAGE ENTRY7699 SO. FT. R=100.00 LANA) 107 S? r' L=32.07' RED ROSE LANE 4r7 50.=- C=31.93' DRIVEWAY DRIVEWAY = e 7 SG.r CB—S 15'01 20" W 50' R/W) TRACT 1 10 `aIMPERVIOUSkzo A/C PAD WALKWAY = 52 SO s 19 G r. V 6 O— i\?O ry0• 0 r. rj jf, FA,,# SOD 4.126 S?.: F O A1 EA CALCUL ION NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN -- — % 4 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' CRUSENA1R• R.L.S. 1 4714 ZONE •X' MAP / 12117C 0055 F. I AVV. SCOTT, R.LS 1 4801 9 PROPOSED - FINISHED SPOT GRADE ELEVATION APRON = 130 SO FT PER DRAINAGE PLANS BUILDING SETBACKS, SIDEWALK = 156 SO.F7 V- PROPOSED DRAINAGE FLOW FRONT a 25' SOD = 76 SO.F LOT GRADING TYPE A REAR = 15' A A PROPOSED F.F. PER PLANS - 22.2' SIDE - 5.0' PROPOSED INFORMATION SHOWN AREA - 7,134 SO.FT SIDE CORNER a 10' BASED ON SUPPLIED PLAN DRIVEWAY = 537 SO. FT PROPOSED CRAVE PER CONSTRUCTION PLAN ++ AND/OR INSTRUCTIONS PER SIDEWALK = 208 SO. FT CLIENT NOT FIELD VERIFIED SOD - 4,204 SJ. FT. CRUSIENMEIYE'R-SCO TT A ASSOC, INC• - LAND SURVEYORS LEGEND - LEGEND - P • nAT rDL • POIM ON LINO 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 FIELD TTI. • TYPICAL NOTES: IP. • IRON PIPE PAG • POINT OF REVERSE CURVATURE IR LRON ROD LC. • POIM OF COMPOUND CURVATURE 1. THE UN DMGNED DOLS MORMY COTRTY INAT THS SURVEY MEETS ME STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of CEL • CONCRETE RA0. • RADIAL pROFESS10MAC SURVEYORS AND UiPPERS W CHAPTER SJ -17 FLORIDA ADMINISTRAMV CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES 2. UNLM EMBOSSED WITH SURVEYOR*, WWTURE AND ORIGUAL RASED SEAL• THIS SURVEY WP OR COPIES ARE NOT VAUD. SEI 4R. • 1/2' IR •/AL1 4396 VPHit. • NON -RADIALIL1 45T RCC. RECOVCRCD DWT J. THIS SUAVEY WAS PREPARED FROM MU 1NMXU4 ION FVRNTSNED TO THE SURVEYOR. THERE AAY BE OTHER RESTRICITONS CAL CALCULATEDP.O.I. • POINT OF IEGMENCED CALL • CAU:IRENT EASCiamPOV THAT AITECI'TNSOC. •POINTOr COMNCNc[MCNT RA • ICRMAllO1T REFERENCE IdA1NCNT NO MAW BEENNOVNODTOTOU:b WPROYEIIENR HAVF BEEN LOG1E0 UNLESS OTHERWISE SHOWN. 1M • CENTERLINC FF. • FINISHED FLOOR ELEVATION NPD 5. ITN$ SUAV'Y S PRCPARCO TOR 7,7 SOLE MNERT OF THOSC CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER CNRTY. NAIL S DISK RSL MLDING SCTIACK LINE R/V RIGMT-OF-VAY IA • ICNCN/WIK B. OWCNSIOHS SHOWN FOR THE LOCAf10H OF IMPROVEMENTS HEREON SHOULD NOT BE USED, TO RECONSTRUCT BOUNDARY ONES. ESMI. • EASEMENT IJ. (ASC ICARIW 7. BEARO#, , ARE BASED ASSUMED vMnAI ANG ON THE UNE SHOWN AS BASE BEARING (08.) GRAIN. DRAINAGE t•. ELEVA7MS, IF SHOWN. AR:: BASED ON NATIONAL OCOOETIC DATUM OF 1920. UNLESS OTNOIWSE NOTED. UTIL. • UTILITY CLFC. . CHAIN LINK TENcc P. CERTIFICATE OF AUR•OR17ADON No. 4590 VDSC. VODD FENCE i - PO TEOr CURVATURE SCALE I— 1• a ?0 —+ DRAWN BY: ••• P.T. • POINT Or TANGENCY DCSC. DESCRIPTION CERTIFIED BY: ORDER No. R • RADIUS L • ARC L PLOT PLAN 04-05-18 2094-18DELT kEN6TN C • CHORD FORMBOARD FOUNOA110N/ELEYS. 06-25-2018 4175-18 C.L • CHORD (CARING nNAL/ELEVS. 10-11-2018 6805-18 NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN -- — % 4 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' CRUSENA1R• R.L.S. 1 4714 ZONE •X' MAP / 12117C 0055 F. I AVV. SCOTT, R.LS 1 4801 DESCRIPTION AS FURNISHED: Lot 225, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 7 LOT 224 O ~ CT -: F- ED R UMP GE t t +) - - - - ED F'V10 COVAPBOOK 30. U 0 COLOO E.P 5 (PL7L"NE , 9 W B RDFSjAp' $ 012 6 2PENCE 0EµEta ' 35. 28' 27. 04' LOT 225 \ 17. 26' 7. 83' R- 100.00' Lo 10.62'10 P. C. S D- 18122,30, R=! 00.00' L= 32.07' C= 31.93' CR - S 15.01 20" W 15. 52' FORMBOARD FOUNDATION TOP OF FORMS = 22.20' 5. 20' I 25.- 37' I 25. 91' 10' UTILI ESM! LIVING RED ROSE LANE 50' R/W) TRACT I O ti O a O` oyta N m LOT 226 I. W 011//. o.' r I LIVING 1„5139 SO.F7. GARAGE 39P 56. F7. ENTRY 78 50.17 LANAI 107 0 +T. RREEZEWAY - N/A 56. F7 DRIVEWAY 407 SO.rT: A/ C PAD 12 S0. rr. WALKWAY 52 S 7.FI IMPERVIOUS- 39.0 LEC09D " LEGES 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 2. 644 SL7 FT. SOD 4.128 S0.17f. A LA CALCULA R/ W 362 SOFT. APRON 130 SO.” Q PROPOSED a nNISHED SPOT GRADE ELEVATION SIDEWALK = ;!;:S PER DRAINAGE PLANS BUILDING SETBACKS: SOD 76 O•`7• v - w PROPOSED DRAINAGE FLOW FRONT = 25'ISA r tE LOT GRADING TYPE A • REAR a 15' PROPOSED INFORMATION SHOWN AHt.A = 7.;.>a ::::• PROPOSED F.F. PER PLANS =• 22.2' } SIDE - 5.0' BASED ON SUPPLIED PLAN ORIVEWAY = $.$7 T SIDE CORNER - 10' AND/OP. INSTRUCTIONS PER SIDMAIr. .- 2011 A= PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NOT rIELO VERIFIED SOD = 4,204 5 j r7. GRUSEMYE' R-SCOTT VIE' ASSOC., INC. - LANA SUR VE'YORS' LEC09D " LEGES 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • RAT PDL . POINT ON LINE TVP. . TYPICAL IP. . WIONDPVC AIL • POINT Or RNERSC CURVATURE Holts: 1. INE UNOfR9CN[D OOCS HEREBY CERTIFY 7NAi iW5 $DRYLY YEL72 ME STA//OAROS Or PRACTICE SCI FORTH! Q M4 ROR16A 60010 0 CODEIVRSLYANF10SARANA7AUD. 1LORRu srATYEs IR •IRON RDD ILC. • IOINT or COMPOUND CURVATURE IRW'ESSIONAL SURVEYORS AND LLAPPLTS W CYpPiC11 51-17 narcd AQWMSTRATIIT SWVEYOR'S SKRNTURC AID ORIT.DNL RVSCD SEAL 7105 SURYtI' YAP OR OOI/[S ARE NOT VALID. CX • CONCACR MDMMEN7 RAD. . RADIAL SCT ID. . CDN IR /OLD 45% MR. NON -RADIAL 2 VNLLSS LlIB035E0 RTM S. 1HR5 SURVEI' IYAS PREPARED TROY 1RIE WrORW110M FURNISIIfO lO MC SUIREY011. 1NEM WY BC OMFA R(STRICIDNS RCC. R"DVERCD VP. VITNESS POINT P. O.A. • DINT Or DEGD411NG [ALC. • CALCULATEB OR EASOIENIS iNAT Ai1EC/ 1N15 PROPERTY. ' 4. NO IDIOLACADIRID WPAOILYENTS /IAVF GLEN LOOTED 1lNlC5S OMQIM6E SNOWM DC. • OWT Dr OgWODOtNf PAX • PCRNANCNT RC CRCNEC NOMMEN! F=. FrINISNED TLDDR aCVATU7N 8. MK SURVEY K pRENARCD AOR INE SOI! REMOTE Of 11!05[ CERRTlFO TO AND SMDIAD NOT BE REUEO VIOLA ANY ENTITY - C[ NICRLIK rF. • DSL • WILDING SCTDACK LILAC AY Aws. DIAICI7SD/4S SHOWN 101 iNf LOCAIDN 01' WIROYWEMS HIENE'ON SHOULD NOT BC USED TO RLOONSIRYCF BOUNDARY LWCS. NARLDIMRN NIONT-Or-VAY DM BENCHMARK 7. BE1RDlG5. ARC BIPED ASSVYED MIUY AND ON 11Q ILIE WONH AS BI F BFAPoNG iBB% ESNT. • CASEMENT D.R BASE SCARING 0. [LNAl10N5. W SHOMt/. ARE 6tSED CW NARONN. QOOEIIG dnw 0I 1929. I.WtCSs OMOMEC MDTCO DRAIM. DRAINAGE 9. C(RMGTE Or AVMORIlATION No. AM@. 1111L. • UTILITY CLFC CHAIN LINK vDFC. • VOOD FCMCEFCICC SGLLE - 1' 20 •A• DRAWNBY: C/ D CONCRETE DLDCC P. C. • POINT OF CURVATURE yLT£ ORDER No ... . P. T. • POINT OF TANGUCY CERTIFIED 6Y. - DEM • K3CRipTIDN PLOT PLAN 04-05-18 2094-18 L . AAMC LENGTH FORYEWARD FCWNDATION/ELEVS. 06-25-2018 4175-18 D • DCLIA CMDRDGL CHORD DCAR]NO NORTH TMs BUILDMC/PROPERTY DOES NOT UE WITHIN iT.IETHEESTABLISHED100YEARFLOODPLANEASPER 'nRM' Score, R.LS /4801 GRUB EVZONE 7f' UIP / 12117C 0055 F.. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Wig Application No: I R 11&2 Documented Construction Value: S 1-'2,00 cC_ Job :address: -' Historic District: Yes No E I'arcel ED: L-c 2- y Residential Commercial LJ : Type of Work: Newaddition Alteration RepairEl Dem11o Change off Usee r \ to•c ElDescriptionofWork: I I IC_ 1 I1SL->_ kI PI iry I' t lC T' i (, 7'12_ Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name 1 Pholle: 1 14 Street: Croy. State Zip: Title: Resident of property? : Contractor Information Na rile 't r_ ir'ir I-1-- I,`.''(;I h l " 1'T Phone:/JQK t I I I 1 -z- .' ` , 1' vu- V Fax: Street: 1 City. State Zip: ^J11-1(1( State License \o.: Architect/Engineer Information Name: Phone: Street: Fax: Cite. St. Zip: E-mail: Bonding Coill an•: ld(lress: Iortaa2c Lender: Address: WAIC ING TO OWNER.: YOUR FAILURE TO RECORD A NOTICE OF CO)IMENCEMENT MAY R.E. IULT IN YOUR PAYING TWICE FOR V,111ROVEMENTS TO YOUR PROPERTY. A NOTICE OF COWIENCDIEN'r MUST BE RECORDED AND POSTED ON THE JOB SITE L:EFO RE 1'IIE FIf:S'I' INSPECTION. IF YOU INTEND 1'O Oa'I'AI_N FINANCING. CO'<SL'L'i WITH YOl`R LENDER ORAN -ATTORNEY VEFORE RECORDING YOUR \UTICI: OF COMMENCEMENT. li•:..- !?=.::•. I....,.. l.' i•t::7 (` r.'L'i ii• i:1 i:r' .'•i`:.. ori. ....._.._i!.:: 2> l:'._!. -.;i:. I ::.. ...:2i li. „i:. C•: C,.'..i:a_l': C:?r ?`•l!:: I>iC::::.= Q:-::i:ut :.!il'r, i!1°i 2!I U'J:ri l:.I 1'.- .:1 , r ...._: 1 :- I. -,11 `r_I.. 1' -....... l ' i.l i•_ ,T.i i. •J i:l.' Oi la•s i i•: :C.i. I raiders ar.d that a separ'at. perr:tit mutt he secured for c•Icctrical 1%')I -k. plumbi, si__r.s. Lel!s. Pauls rvrn.accs. Ijnilers. heatcrsr tanks. aril air conditioners. ctc. FCC In43 br ir.crrilk'A % il11 rhe 1?are of applicarivn and Iht cmll: in er".o ac n` that dart: S" E15,i„n r:Q 111 r l•,TiJ .1 Cuildi.^._ Cole 1:: 1. - NOTICE: In addition to the requirements of this permit. there inay be additional rt strictions applicable to this prop. -m. that ma. Le found in the public records of this count•, and there ma} be additional permit; required Gram o:hrr goveram_nta! entities such as wai:r management districts, state agencies. or federal agencies. acceptance of perinit is xerification ti at I will uotify the wxncr of the propervy of the requirements of Florida Lie;: La -w, FS i 1=. The City of Sanford requires payment ora plan review fee ai the tiro.- of permit subnlival. A copy of the executed contract is required in order to calculate a plan review charec and will be considered the estimat_d construction yalut of the job ai the time of subminal. The actual construction value will be lleured base.l on the current ]CC Valuation Table in effect at tai: time the p.rii:h is issued. in accordance with local ordinance. Should calculated charge; figured eff tae exe;utei Coritra:i exc::d the 2;ttial CJn;iidciloii B'al'd'. credit :ill be applied to your percent fees when the permit is issued. 0W.NEWS AFFIDAVIT: 1 Certify that all of the foregoing information is accurate and that all }yorl; NyiLl be done in compliance with all applicable lows regulating construction a n_. Sir_nr_ , ; o.,:,:. Ac 1.73._ Cm -Ir: N3-nt O ta.r%._ent is Personalis Known to Nle or Produccd rD Type of ID Produced ID Type of ID BELOW`' IS FOR OFFICE USE 0N -LY Permits Required: Building U EIe,:;rical NI.cl}an, !ca! El Pl!!!;}'vi:?oEJ Construction Type: Occupancy U -se: Total Sg Ft of Bldg: Mill, Occupancy Load: c•« Construction: Electric -F of :hips Fire Sprinklcr Pc'rn it: Yes[] \o = of Heads_ APPROVALS- ZOXhCi: E\GNEERI\G: COMMENTS: UTILITIES: FI?E: Gz!: Room Flood Zone: of Stori, S: Plun bing - = of Fixture_ Fire Alarrin Permit: Yes El NoF-1 VA—STE V,.'.%'I ER- BL'1LDVNG: AM "lle When Sulldings Talk. We Uslan. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: 7-/,//e8 d- ;L Street: 5, 5-;?. 2E -D 20 s E c*l1 E City, State, Zip: S A N Fo tZb "::'c -32-1-71 Design Location Square Feet: /, O 2LANDo, Fc - 9 Envelope Leakage Test Results Builder Name: jigj cot Mo 2R I SoA) Permit Office: Permit Number: Jurisdiction: 18- &L Conditioned Volume: Iq "7"7 1 Single Point Test Data: 11 HOUSE PRESSURE: 50 FLOW: a `1 Leakage Characteristics Pass 11Fail CFM (50): ACH(50): 5,115 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. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirementce with section R402.4.1.2. SIGNATUR -'___— PRINTED NAME: F_ RI C, Ci an ai u:)9 -L.4 - DATE: /(') - R!9 - I g Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Alp f Florida Building Code Duct Leakage Results Builder: -rAK X02 Mt) (moi Som Neighborhood: Lot #: ;z_ Address: iii p o s xi City: d / R State. FL Permit M Square Footage: /<S 9 Stage of Construction for Test RRough in with Air Handler EIRough in no Air Handler OPost Construction Duct Leakage Test Results: Duct Leakage percent requirement: 1)&FA01fo System CFM25 Square Foota a Duct Leakage CFM/100s ft. Location Pass or Fail 1 16-3 2 D 2 3 4 5 2r Pass Rating Company: SkveTec® Rater Name: Eric Goodwell Fail Inspection Date: /n -oZ 9 -1 Rater Signature: ,gfi fJ 1 The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866. SKYETEC www.SkyeTec.com