The URL can be used to link to this page

424 Rocky Grove LnCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100004 BUILDING APPLICATION #: 17-10000412 BUILDING PERMIT NUMBER: 17-10000412 DATE: July 06, 2017 UNIT ADDRESS: ROCKY GROVE LN 424 21-19-30-510-0000-2920 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 424 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 292 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing ROADS -COLLECTORS N/A 705.00 1.000 dwl unit 705.00 Family Hou iiAng 00 1.000 dwl unit 00 FIRE LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD HouWg 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGfi' N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY (DAUBO , HIVE SIGNATURE: pA PLEASE PRINT NAME) DATE: M67 NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY O R AND ENSURE TIMELY PAYMENT MAY SIGNATORY IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** SEMNNTIOATHFIIATAYYAD/EDUE NATHE IOLECOUNTYROADRE/RESCUELIBRRANOREDUCATIONALL 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 RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt 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 PLAN IMPLEMENTATION 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 +OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel IDNumber: a,1-19-30-T-0000-'A?,O Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BY, 8949 P9 58 (1P9s) CLERK' S A 2017OL9097 RECORDED 07/07/2017 03:24:53 PM RECORDING FEES $10. 00 RECORDED BY hdevore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbrooke Phase , according to the plat thereof, as recorded in Plat Book Pag of the public records of Seminole County, Florida. Addresses : Y / t" / ace-- Sanford FL 2. General description of improvements : Single Family Home 3. Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 14,4 J n Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wrigh is personally known to me. Notary Public DA Clark My commission expires: 6/27/19 O,.°.aU r ON1ff ?Ai. Serial &! LotarySignature: CRZZT CL cRCL' IT COJi;i ;); ....`.'?',. e 0,4"U.w?tlYk AN OR i L 'R !a-s' co-,ti SEMIN , FLORIDA y q07 2017 1 DEPUTY Signature ofOwner' s Agent: REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 11-14h 0l BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence AddrPcc? ')s-i AAI/r-q 4; ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min'MlMax Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final EQiHANI WWII Max Inspection DescriptionMin 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11- N I O gY - Documented Construction Value: 00 Job Address: 4;L (Qr0"P_'L4'V_Q-' Historic District: Yes No 0 Parcel ID: 27-19-30-510-0000- Alt 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 : a9 X Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 01•eTMM_ Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: treet: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 I Df ( Permit Application 5 P1 I 4 8 1 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: 424 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2920 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FEW 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) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-1910 Reviewed by: Michael Cash, CFM Date: June 29, 2017 OApplication for Right -of -Way Use for Driveway, Walkway & LandscapeP%- 7 I pq Department of Planning & Development Services nfo 300 North Park Avenue, Sanford, Florida 32771wwwaanrordn.gov Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the 15. 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 waay aa''nd use shall be provided or application could be delayed. m LJaoi% aI 2-I ;_ rno.artanyCalltrefonroaat4 1. Project Location/Address: `f gLt 1' r, Q 2. Proposed Activity: 16 Driveway 11 Walkway n Other: 3. Schedule of Work: Start Date C V Completion Date El Emergency Repairs 4. Brief Description of Work: JIMMI WA 7 &CA V Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfrmprovement fully restoring the rightof-way to its previous condition. In the event that any future construction of roadways, utilities, stornwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in a000rdarue with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestors expense and, if necessary, file alien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its eouncilpersons, 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 oonsequenntial), 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 appeaQ, resulting in any fashion from or arising directly or indirectly out of or connected with the use of the CIVS right-of-way, 1 have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: & 'o 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: ssi:,:>:i >a•c5: ;:::x;:,.Mr;:>,i: >.JW.:,; .):,.;:. .... 5.. .... ....... i: :'.:y.>.,i:,..Krr •::.. :rON.::i^.>•Y; '•.,?:a.. >.:ira:•.,;;,i •,;a• sly•: r. Y.r:,is:s:u<....:y,+.tl"').>f;:,l'.v: n+J +•:KnX n.,.1}Nw :: .S. ..:: , :>.f«S S:rA .. '....' r::. ..5.::'::i ;:'.::' vni :.r •' i.i: i'...:«rU:.: i>:>.iii: )'w •:': wwn:[:':! ',: y.: ...:.:.... G al•ise•fl •> r«.r::.i'a:-,::.. s,::.s;v >:: • )>wsa:a.i 'a..., r. . ..........i,..n>:..: ..:..„s:: .. •%a:i•i' cap.,. .s:rai sX.Jaap>aa• rkr iu u•. w:, r.:.. `'ii. ':.:ii> ii •:i: >N..:s.4: Appli atian;No» :s. «ra'f'ee:x).v..`' :: ,.,.`' •ate. K• cai:s.• r..l, .:. A\. ::h.r }. tiv.:r:5" •:: D.. '):v>'Wnck..<>. W.+.'M' a". irR ... rKN wQ .^:'.+.•»:v:•vJ^..::S:e,:.J..iiS+n':w..::.'.i)sa.:::J...:%t>:.'..:JS,):a.icY SN j:wJvi>.V S:)r tii.\>Q.)i''l:.Sir:?:y: .:>.:/. Reviewed . >. • "' ... ,::. , •,.::>:M,.r> ..,.:5,..:...,.> • ::«;:r:.;SX Yk•: .,)}.>• 'i< '...'::.: :: :::: K::,:: ,:..:T::: S::.r::':..:. >.'J: T'.\....:'Y.:.::)5.?: ,: .::1::X :: .:::r:•::}S::v: :..i:n.::: ' ..Trnn:T.r:+:.'::: :)N'•~:1':.. n•. 1.ki...:nXT.}'wkWWi'..l+Yri. tii w.+'...i..:: .> .. Si.:-r..:.4' .SiYk'N Y•), <%S. ti:k ,vr:Sr0.>:CJK>..:.<:...:.' :. ........ ... .... .,.'v:..i::J J'. ` ., c,. ,..,.;. ,..-...w .a::'•"' :vcx: .^. ''>ii: ;:}3•. s<:>i:k•-:3-);.:w7., Y..::.:n: ,+'." .:.. h X).Tr: ::1J.:' :l n:.r..n S::.:,:: y,3:«.,}..•X:..riC:.:PUbI1C-WOrI<S):.::s:.as.:m.•.: :a: <.s::,•;:...s.:..::: .:•.. ,..s::):>.:.;.a:i:'i•:.>..aai.•.)aziiii::i's:::.;:::<iu:';'i:'::'i:"; ii:: }p.:X::X :A '}:r'eDMY•' :::: S.•) wi.SSu.T........+.Ta.i.::W...:.J.+ )S>': :vk KS>N: :,••::'{T.'l. i+SSi.AWa.ri.«N'.: l>a'Si X++XW N'Si /: ' 'X}+Y+".SJK«}: •} oXN'.}:VS.n}.:: ' ::....«...::.,>.: K::.::r. a::,r:.'.:' . :.: n:...::: :. :,nk):::.Y::n:::.\:: .: ..'h C;Rkfq•;C+ 5-T' yr.r, a a. «.;.. '.a:i:.:: iiii: ••:a:•'.':s;:.<: v4.vrn•:Yi>` Y}: i. Tin ':>i'• r..'Ji.NNrrr CAr ••. i k i „ y} Y): vT . Z7 ...I•.S:iri••a•i~ t '4: M: r.XY. rr55nM: a>: i:4 v'Vt i ii } Tn y. ::RX> :nr::, :,r., :..'J'vn i:... .. r.:r::'a"J'CSSnSer]al P.rerm n :.:.: '..:. it Cond bons • • ..... .:.,)::;w:..,:;;.,..}:: 0. aep)smw) v)v ROW Use Orivaway.pcif taylor morrison TaylorMorrison 2600 Lake Lucian Drive Suite 350 Maitland, FL 32751 Junes 2017 City Manager City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Thornbrooke Single Family Lots i¢¢ Phases 4 and 5 Address:. A'IA 2oal/1L (,ZY014- UA41U This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford as the basis for issuance of Permit No. for the following work: construction of Single -family home unit in Thornbrooke Phases 4 and S. Taylor Morrison of Florida, Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, comprehensive plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the single-family homes in Thornbrooke phases 4 and 5 until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of single -family townhome unit in Thornbrooke phase 4 and5 for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors, and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: CQ Signature C ESoJ pnpa d Name Si nature Printed Name Owner j Brian Brunhofer President, Taylor Morrison of Florida, Inc. STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this /,Vday of , 2017, by Arian Brunhofer as President for Taylor. Morrison of Florida, Inc. 0ok 28, ao Coi it Notary Public -irStateoora. : • Print Name: .,t> . eFFOV 0 ..r_Q My Commission Expires: '%q9 '-*ra,o v:' `" 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 coplpliance with all applicable laws regulating construction and zoning. , TAYLOR MORRISON OF FLORIDA INC Pnnt Owner/Age e Sign tate of Florida Dale I o'0" P1101t D. A. WX My cOMMISSION I FF 209108 EXPIRES: June 27, 2019 WdedDMS ONobryset" Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID of JOHN ASA WRIMT Print Contracto a Name 6 24VofFloridaIDate rar P % p, A CLgRK MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 Bonded TAN Budget Nob Stair" Contractor/Agent is YES Personalyy Known to Me or Produced ID WA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical[? Mechanical® Plumbing© Gas Roof Construction Type: Occupancy Use: R,3 Flood Zone: -6cM A-r rAGM M Total Sq Ft of Bldg: 2 6 4'L Min. Occupancy Load: # of Stories: 4 New Construction: Electric - # of Amps ISo Fire Sprinkler Permit: Yes No © # of Heads Plumbing - # of Fixtures cZ/ Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: SIB ° V WASTE WATER: COMMENTS: ENGINEERING: KZC- 6-Zq" FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. y'1.16°'o iMP BUILDING: 5r 8d -1 Revised: June 30, 2015 Permit Application RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: L t292ThornbrookePresionAGLE Street: &}a.l f g4 rbvc-L&w- Builder Name: Taylor M r4rison _ Permit Office: SQ h,{d,p( yC City, State, Zip: FL , $ hde- t. Permit Number _ q ' 1 O S,' F ROwner: Jurisdiction: 91 0 D Design Location. FL, Orlando County:: Seminole (Florida Climate Zone 2) ; + 1. New construction or existing New (From Plans) 9. Wall Types(2548.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft2 b. Concrete Block - Int Insul, Exterior R=4 1 1095.10 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1163.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1163.00 ft2 6. Conditioned floor area above grade (ft2) 1989 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(337.5 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 249.45 1`12 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 88.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.8 SEERA5.20 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.228 ft. Area Weighted Average SHGC: 0.313 14. Hot water systems a. Electric Cap: 50 gallons Types (1163.0 s ft. Insulation Area8. Floor T q ) EF:0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft2 b. Conservation features b. Floor over Garage R=19.0 6.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.170 Total Proposed Modified Loads: 61.90 PASSTotalBaselineLoads: 62.91 1 hereby certify that the plans and specifications covered by Review of the plans and THE STgT this calculation are in compliance with the Florida Energy Code. - specifications covered by this calculation indicates compliance 1 0 _; 3 y i„''6 with the Florida Energy Code. PREPARED BY: "''^ Before construction is completed DATE: 3/9/-1.7 this building will be inspected for C y compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: /- _ _ r BUILDING OFFICIAL: DATE: (O' DATE: Ss_7-t7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/9/2017 10:51 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot292ThombrookePrestonA Bedrooms: 3 User Conditioned Area: 1989 Total Stories: 2 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: , FL , CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main __ -_- 2 Slab -On -Grade Edge Insulatio Main 117.31t 0 6 ft' 1157 fl' 19 0 0 0.23 0 1 0.77 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1301 ft° 292 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1163 ft' 0.11 Wood 3/9/2017 10:51 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype Space R_Value-Et-In-Et-In Area-R_Value_Eraebon-Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 38 6 9 0 346.5 112 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft2 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft2 0 0 0.6 0 4 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 fl2 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 112 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 fl2 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft2 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 112 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220A ft2 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 6 8 17.2 1`12 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Vinyl Low-E Double Yes 0.34 031 6.0 112 1 It 0 in 1 ft 0 in None None 2 n 2 Vinyl Low-E Double Yes 0.34 0.31 9.1 ft2 1 It 0 in 11 ft 8 in None None 3 ne 3 Vinyl Low-E Double Yes 0.58 0.32 24.0 ft2 11 110 in 0 It 6 in None None 4 E 4 Vinyl Low-E Double Yes 0.34 0.31 8.0 ft2 1 ft 0 in 1 ft 0 in None None 5 e 4 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft2 1 ft 0 in 1 ft 0 in None None 6 s 6 Vinyl Low-E Double Yes 0.34 0.31 45.0 ft2 1 it 0 in 1 It 0 in None None 7 s 7 Vinyl Low-E Double Yes 0.34 0.31 38.5 fl2 1 ft 0 in 11 ft 8 in None None 8 w 8 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 fl 0 in None None 9 w 8 Vinyl Low-E Double Yes 0.34 0.31 40.0 fl2 1 ft 0 in 1 fl 0 in None None 10 w 9 Vinyl Low-E Double Yes 0.34 0.31 57.8 112 1 ft 0 in 11 ft 8 in None None 11 W 9 Vinyl Low-E Double Yes 0.58 0.32 64.0 ft2 9 it 0 in 0 It 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft2 384 ft2 64 It 8 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000292 1524.9 83.71 157.44 2627 5 3/9/2017 10:51 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62 3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS J Supply -- Return-- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 tt Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan jj ]] Feb X] Feb jj Mar X] Mar j j r j j ] Apr j j Ma jXj Jun X] Jul jX] AugXj j May [ j Jun 4) Jul j j Au Se j ] Sep [ ] Oct Oct j j Nov X] Nov j j Dec jX] Dec Vent in Jan [[ ]] Feb XX]) Mar X) r [) Ma [ j Jun [ j Jul [ ] Aug Se [X] Oct X) 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 3/ 9/2017 10:51 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: NIA 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. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c Frame -Wood, Adjacent 3 d. N/A No 10 Ceiling Types a. Under Attic (Vented) 1989 b. N/A Area c. N/A 249.45 fl' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 88.00 fl° 12. Cooling systems fi' a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=19.0 c. N/A R= fi' 13. Heating systems a. Electric Heat Pump 3.228 ft. 0.313 Area 14. Hot water systems 1157.00 fl= a. Electric 6.00 fl' fi' b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: sjraor(, L41%A, City/FL Zip: Insulation Area R=13.0 1233.00 fl° R=4.1 1095.10 fl' R=13.0 220.11 fl' R= ft' Insulation Area R=30.0 1163.00 fl' R= ft2 R= fi' R fi' 6 397.8 kBtu/hr Efficiency 34.8 SEER:15.20 kBtu/hr Efficiency 32.8 HSPF:8.70 Cap: 50 gallons EF: 0.95 Pstat OFTHE ST, qOw+ cc o f O 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/9/2017 10:51 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 V DEL -AIR Manual S Compliance Report Job: Lot292ThombrookePres... Date: June 14,2014 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3653 Web: WWW.DELAIR.COM For: Taylor Morrison, Preston Design Conditions Outdoor design DB: 92.9°F Sensible gain: 29238 Btuh Entering coil DB: 75.8°F Outdoor design WB: 75.0°F Latent gain: 4221 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 33459 Btuh Indoor FIR 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBX27UH-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 29280 Btuh 100% of load Latent capacity: 5357 Btuh 1271/o of load Total capacity: 34637 Btuh 1040/o of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 41.0°F Heat loss: 25252 Btuh Entering coil DB: 69.7°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 1160 cfm Output capacity: 31407 Btuh Supplemental heat required: Model: 14H PX-036-230-21 +CBX27UH-036- 230'++TD R 124% of load 0 Btuh Meets are all requirements of ACCA Manual S. Capacity balance: 34 OF Economic balance: -99 OF wrightsoft' Right -Suite® Universal 2017 17 0.16 RSU24011 2017-Mar-09 1 agePI Pape1okePreslonAGLE1Lot292ThombrookePrestonAGLE. rug Cak = MJ8 House laces: E w DEL -AIR Component ConstructionsP tsm • Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web. WWW.DELAIR.COM Job: Lot292ThombrookePres... Date: June 14,2014 By: RH Project• • For: Taylor Morrison, Preston Design Conditions Location: Indoor: Heating Cooling Orlando Sanford AP, FL, US Indoor temperature (OF) 70 75 Elevation: 52 ft Design TD (OF) 29 18 Latitude: 29ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.4 37.7 Dry bulb (OF) 41 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U•value Insul R Htg HTM Loss Clg HTM Gain IN Bwhm'-•F M-'F/BWh BluhM2 81,h BWhM= Bluh Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" n 341 0.091 13.0 2.64 899 2.83 965 gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud a 247 0.091 13.0 2.64 652 2.83 700 s 302 0.091 13.0 2.64 796 2.83 854 w 200 0.091 13.0 2.64 528 2.83 567 all 1089 0.091 13.0 2.64 2874 2.83 3085 13A-2ocs:13A-2ocs n 349 0.201 4.1 5.83 2034 4.34 1515 ne 12 0.201 4.1 5.83 72 4.34 54 e 60 0.201 4.1 5.83 352 4.34 262 s 321 0.201 4.1 5.83 1869 4.34 1392 w 158 0.201 4.1 5.83 919 4.34 684 all 900 0.201 4.1 5.83 5247 4.34 3908 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 203 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 6 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, n 9 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, ne 24 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 8 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, Or innr, 1/4" gap, a 15 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft s 45 sep.); 6.67 ft head ht w 30 w 40 all 130 0.091 13.0 2.64 536 1.75 355 0.340 0 9.86 59 12.6 75 0.340 0 9.86 90 12.6 114 0.580 0 16.8 404 22.5 540 0.340 0 9.86 79 35.9 287 0.340 0 9.86 148 35.9 538 0.340 0 9.86 444 12.8 574 0.340 0 9.86 296 35.9 1076 0.340 0 9.86 394 35.9 1434 0.340 0 9.86 1282 27.9 3622 C Wf 1 htsoft• 2017-Mar-09 11:01.16 A9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 okePresionAGLE\Lo1292ThombrookePreslonAGLE.rup Calc = M.18 House faces- E 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 39 0.340 0 9.86 380 14.2 547 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 ft window ht, w 58 0.340 0 9.86 570 35.9 2073 11.67 It sep.); 6.67 ft head ht all 96 0.340 0 9.86 950 27.2 2620 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" w 64 0.580 0 16.8 1076 18.7 1194 gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 0 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 17 0.390 0 11.3 195 12.0 206 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1163 0.032 30.0 0.93 1079 1.73 2017 gypsum board int fnsh Floors 2OP-191: Fir floor, wd fir, 1" thkns, r-19 exi ins, gar ovr 6 0.050 19.0 1.45 9 0.71 4 22A-tpl: Bg floor, light dry soil, on grade depth 117 0.989 0 28.7 3363 0 0 wri htsoi• 2017-Mar-0911.0116 A-- 9 Right-Suile® Universal 2017 17.0 16 RSU24011 Page 2 okePresionAGLE\Lot292ThombrookePrestonAGLE.rup Cale = MJ8 House faces: E Project Summary Job: Lot292ThombrookePres1DELAIR ... Date: June 14,2014 1UIT11110-AM CONIX11101M Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333.3853 Web. WWW.DELAIR.COM For: Taylor Morrison, Preston Notes: 11/6114 GCR, 4-17-15 EJH RVSD 12/18/15 JA LS 319/17 JA Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22782 Btuh Structure 25746 Btuh Ducts 2470 Btuh Ducts 3492 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 25252 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29238 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3513 Btuh Ducts 708 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 1989 1989 Equipment latent load 4221 Btuh Volume (tt3) 20878 20878 Air changes/hour 0.50 0.26 Equipment total load 33459 Btuh Equiv. AVF (cfm) 174 90 Req. total capacity at 0.75 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-21 Cond 14HPX-036-230-21 AHRI ref 9139929 Coil CBX27UH-036-230'++TDR AH R I ref 9139929 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.2 SEER Heating input Sensible cooling 26100 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 26 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 34 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2017-Mar-0911:01:16 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 okePreslonAGLE\Lot292ThombrookePrestonAGLE.rup Cak - MJB House laces. E 1' DEL -AIR Right-J® Worksheet r`""'"'" Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: Lo1292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Entire House Family/Great rm 2 Exposed wall 254.3 It 32.0 It 3 Room height 9.2 it d 9.3 It heal/cool 4 Room dimensions 15.0 x 17.0 It 5 Room area 2278.9 It' 255.0 112 Ty Construction U-value Or HTM Area (It2) Load Area (IV) Load number BtuNlt2-*F) StuN11l or perimeter (It) Btuh) or perimeter (it) Bluh) Heat I Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.64 283 347 341 899 966 0 0 0 0 C 2A-2ov 0.340 n 9.86 12.56 6 0 59 75 0 0 0 0 LG 13A-2ocs 0201. n 5.83 4.34 358 349 2034 1515 0 0 0 0 2A-2ov 0.340 n 9.86 12.56 9 0 90 114 0 0 0 0 11 yl 13A-2ocs 0.201 no 5.83 4.34 36 12 72 54 0 0 0 0 Imo^ t0C-v 0.580 re 16.82 2249 24 0 404 540 0 0 0 0 Vy 12C-0sw 0.091 a 2.64 2.83 270 247 652 700 0 0 0 0 2A-2ov 0.340 a 9.86 35.86 8 0 79 287 0 0 0 0II--fi 2A-2ov 0.340 a 9.86 35.86 15 0 148 sm 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 60 60 352 262 0 0 0 0 Vy 12C-0sw 0.091 s 2.64 2.83 347 302 796 854 0 0 0 0 G 2A-2w 0.340 s 986 12.76 45 79 444 574 0 0 0 0 yl 13A-2ocs 0201. s 5.83 4.34 359 321 1869 1392 159 159 925 689 2A-2Dv 0.340 s 9.86 14.20 39 0 380 547 0 0 0 0 V 12C-0sw 0.091 w 2.64 2.83 270 200 528 567 0 0 0 0 2A-2ov 0.340 w 9.86 35.86 30 0 296 1076 0 0 0 0 I----GG 28-21v 0.340 w 9.86 35.86 40 0 394 1434 0 0 0 0 vj 13A-2ocs 0.201 w 5.83 4.34 279 158 919 684 140 76 443 330 I --(a 2A-2ov 0.340 w 9.86 35,86 58 0 570 2073 0 0 0 0 t" 2A-2ovd 0.580 w 16.82 18.66 64 120 1076 1194 64 60 1076 1194 RLO 12C-0sw 0.091 2.64 1.75 220 203 536 355 0 0 0 0 11 DO 0.390 n 11.31 11.97 17 17 195 206 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 1163 1163 1079 2017 0 0 0 0 F 20P-191 0.050 1.45 0.71 6 6 9 4 0 0 0 0 F 22A4p1 0.989 28.68 0.00 1157 117 3363 0 255 32 918 0 61 c) AED excursion 1 2659 1 1223 Envelopeloss/gain 17242 20688 3362 3436 12 a) Infiltration 5540 1778 711 228 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances/other 1900 0 Subtotal (lines 6 to 13) 22782 25746 4072 4584 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22M 25746 4072 4584 15 Duct bads I 11% 14% 1 2470 3492 m 0% 0 0 Total room bad 25252 2WM 4072 4584 Air required (cfm) 1160 1160 187 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -r- wrightsoft^ 2017-Mar-0911:01:16 AM Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 1 okePrestonAGLE\Lot292ThombrookePreslonAGLE.rup Cale - MJ8 House laces: E DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax: 407-333-3853 Web- WWW.DELAIR COM Job: Lot292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Master bdrm M.Bih 2 Exposedwall 29.51t 11.51t 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Rooarea m 15.0 x 14.5 11 217.5 112 1.0 x 96.8 It 96.8 It2 Ty Construction U-value Or HTM Area (02) Load Area (112) Load number Btuh/ 112-*F) Sluh/lt2) or perimeter (11) Bluh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heal cod Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 fa 2A• 2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 Vy- 13A- 2ocs 0.201 n 5.83 4.34 135 135 786 585 107 107 623 464 IG 2A- 2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 yl 13A•2ocs 0.201 re 5.83 4.34 0 0 0 0 0 0 0 0 I-G IOC•v 0.580 no 16.82 22.49 0 0 0 0 0 0 0 0 Vjl 12C- 0sw 0 091 a 2.64 2.83 0 0 0 0 0 0 0 0 2A•2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 I--t 2A• 2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A- 2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vy 12C- 0sw 0.091 s 2.64 2.83 0 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.86 12.76 0 0 0 0 0 0 0 0 y/ 13A- 2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 C 2A- 2ov 0.340 S 9.86 14.20 0 0 0 0 0 0 0 0 1y 12C- 0sw 0.091 w 2.64 2.83 0 0 0 0 0 0 0 0 I-_-(( V) I 2A-2ov 2B-21v 13A-2ocs 0.340 0.340 0.201 w w w 9. 86 9.86 5.83 35.86 35.86 4.34 0 0 140 0 0 82 0 0 476 0 0 355 0 0 0 0 0 0 0 0 0 0 0 0 L--( i 2A• 2ov 0.340 w 9.86 35.86 58 0 570 2073 0 0 0 0 2A-2ovd 12C-0sw 0.580 0.091 w 16. 82 2.64 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 11 DO 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 c 16B- 30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 0 F 20P- 191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 28.68 0.00 218 30 846 0 97 12 330 0 6 c) AED excursion 821 23 Envelope losstgain 2678 3834 953 442 12 a) Infiltration 653 210 255 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3332 4273 1208 524 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redslribuhon 0 0 0 0 14 Subtotal 3332 4273 1208 524 15 Duct bads 0% 0% 0 0 0'/0 0% 0 0 Total room bad 3332 4273 1208 524 Au required ( c1m) 153 170 55 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t. -Old- wrightsoft' 2017-Mar-0911:01:16 Am Page Universal 201717.0.16 RSU24011 page 2 okePreslonAGLE\Lol292ThombrookePresionAGLE. rup Calc - MJB House laces: E DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone' 407-333-2665 Fax. 407.333.3853 Web: WWW.DELAIR.COM Job: Lo1292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name M.Wc M.Wic 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 3.5 x 6.5 It 22.8 112 1.0 x 48.0 If 48.0 I12 Ty Construction U-value Or HTM Area (III Load Area (112) Load number Blul1/112°F) Btut III or perimeter (It) stub) or perimeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.64 283 0 0 0 0 0 0 0 0 f 2A•2ov 0.340 n 9.86 1256 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 5.83 4.34 0 0 0 0 0 0 0 0 G 2A•2ov 0 340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 yl 13A-2ocs 0.201 ne 5.83 4.34 0 0 0 0 0 0 0 0 G 10C-v 0.580 ne 16.82 2249 0 0 0 0 0 0 0 0 1y 1(' 12C-0sw 0 091 a 2.64 283 0 0 0 0 0 0 0 0 2A•2ov 0.340 a 9.86 3586 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 986 35.86 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0 091 s 2.64 2.83 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 s 9.86 12.76 0 0 0 0 0 0 0 0 yl 13A•2ocs 0201. s 5.83 4.34 0 0 0 0 0 0 0 0 G Vjl 2A-2ov 12C-0sw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 2A-2ov 28-21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 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 2A-2ovd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P 11 D0 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 23 0 0 0 48 0 0 0 6 c) AED excursion 2 2 E nvelope loss/gain 0 2 0 2 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 50 50 Subtotal (lines 6 to 13) 0 48 0 48 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Subtotal 0 48 0 48 15 Duct bads 0% 0% 0 0 0% 0% 0 0 Total room bad 0 48 0 48 Air required (c1m) 0 2 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -01d- wrightsoft' Right -Suite® Universal 2017 17 0.16 RSU24011 2017-Mar-09 11.01 16 Mp okePreslonAGLEtLo1292ThombrookePreslonAGLE.rup Cale = MJ8 House laces E Page 3 1 DEL -AIR Right-J® Worksheet NEUM-MEntire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Few 407.333-3853 Web- WWW.DELAIR.COM Job: Lot292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Laundry Kitchen 2 Exposed wall 6.5 It 11.4 It 3 Room height 9.3 It heat/cool 9.3 It heal/cool 4 Room dimensions 6.5 x 6.5 It 1.0 x 134.4 It 5 Room area 42.3 It2 134.4 I12 Ty Construction U-value Or HTM Area (f12) Load Area (f12) Load number StuIV112-*F) StulVill or perimeter (it) Bluh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vy 12C-Osw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 5.83 4.34 60 60 352 262 0 0 0 0 I-G 2A-2ar 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 LG 13A.2ocs 0201 ne 5.83 4.34 0 0 0 0 0 0 0 0 10C-v 0.580 no 16.82 22.49 0 0 0 0 0 0 0 0 V+r 12C-Osw 0.091 a 2.64 2.83 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0fG2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2.64 2.83 0 0 0 0 0 0 0 0 fi 2A-2ov 0.340 s 9.86 12.76 0 0 0 0 0 0 0 0 1yL13A-2ocs 0.201 s 5.83 4.34 0 0 0 0 107 107 625 466 G 2A-2ov 0.340 s 9.86 14.20 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 w 2.64 2.83 0 0 0 0 0 0 0 0 2A-2bv 0.340 w 9.86 35.86 0 0 0 0 0 0 0 0 I;; G 28.2fv 0.340 w 9.86 35.86 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.83 4.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.86 35.86 0 0 0 0 0 0 0 0 2A-2ovd 0.580 w 16.82 18.66 0 0 0 0 0 0 0 0 P L-0 12C-Osw 0.091 2.64 1.75 0 0 0 0 131 131 346 229 IIDO 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 42 7 186 0 134 11 327 0 6 c) AED excursion 37 81 Envelope loss/gain 539 225 1298 613 12 a) Infiltration 144 46 255 82 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 1200 Subtotal ( lines 6 to 13) 683 871 1554 1895 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 683 871 1554 1895 15 Duct bads 0% 0% 0 0 0%1 0 0 Total room bad 683 871 1 1554 1895 Air required (clm) 1 31 35 1 71 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Suile® Universal 2017 17.0.16 RSU24011 2017-Mar-09 1 :01: 4 okePreslonAGLE\ Lot292ThombrookePresionAGLE.rup Cale = MJ8 House laces: E Page 1' DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C 81 REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-333.2665 Fax: 407-333-3853 Web: WWW DELAIR.COM Job: Lot292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Dining Pwdr 2 Exposed wall 13.8 1f 12 5 11 3 Room height 9.3 It heat/cool 9.3 It heaVcool 4 5 Room dimensions Room area 1.0 x 301.3 It 301.3 112 6.5 x 6.0 It 39.0 W Ty Construction U-value Or HTM Area (112) Load Area (1R) Load number Btuh/112-*F) BIuNIII or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WI 12C-0sw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 2A•2ov 13A•2ocs 0.340 0.201 n n 9.86 5.83 1256 4.34 0 0 0 0 0 0 0 0 0 56 0 47 0 272 0 203Vy L-G 2A-2ov 0.340 n 9.86 1256 0 0 0 0 9 0 90 114 it VG 13A-2ocs 0.201 ne 5.83 4.34 36 12 72 54 0 0 0 0 1- 10C-v 0.580 no 16.82 22.49 24 0 404 540 0 0 0 0 Vjl 12C-0sw 0.091 a 2.64 2.83 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.86 3586 0 0 0 0 0 0 0 0 I--(, 2A-2ov 0.340 a 9.86 3586 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 60 60 352 262 Vy 12C-0sw 0.091 s 2.64 Z83 0 0 0 0 0 0 0 0 V--G 2A-2ov 0.340 s 9.86 12.76 0 0 0 0 0 0 0 0 t13A•2ocs 0201 s 5.83 4.34 93 55 319 238 0 0 0 0 G Vjl 2A-2ov 12C-0sw 0.340 0.091 s w 9.86 2.64 14.20 2.83 39 0 0 0 380 0 547 0 0 0 0 0 0 0 0 0 GG 2A-2ov 28-21v 13A•2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 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•2Dv 2A-2ovd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 89 0 0 72 0 0 190 0 0 126 0 0 0 0 0 0 0 0 0 0 0 0P L--D 11 DO 16B•30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 17 22 17 22 195 20 206 38 0 20 0 20 0 18 0 34C F 2OP-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A4pI 0.9m 28.68 0.00 301 14 397 0 39 13 359 0 6 c) AED excursion 32 29 Erwebpe loss/gain 1977 1717 1091 584 12 a) Infiltration 309 99 277 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2286 2046 1368 673 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subtotal 2286 2046 1368 673 15 Duct bads 21% 26% 473 529 21%1 283 174 Total room bad 2759 2575 1651 847 Air required (cfm) 127 102 76 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right -Suite® Universal 2017 17.0 16 RSU24011 2017-Mar-09 11:01.16 Page 5 okePreslonAGLE\Lot292ThombrookePresfonAGLE.rup Cale= MJ8 House laces: E 1' DEL -AIR Right-J® Worksheet D'''"0001 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lo1292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Open to Below Bdrm 2 2 Exposedwall 32.0It 26.0It 3 Room height 9.0 11 heat/cool 9.0 It heaUcool 4 Room dimensions 15.0 x 17.0 It 15.0 x 11.0 It 5 Room area 255.0 1? 165.0 It= Ty Construction U-value Or HTM Area (Its Load Area (II2) Load number Btuhl1121F) BtuWft2) or perimeter (It) Stuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vy 12C-0sw 0.091 n 2.64 2.83 0 0 0 0 99 99 261 280 C 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 ty/ 13A-2ocs 0.201 n 5.83 4.34 0 0 0 0 0 0 0 0 1-^ 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 y/ 13A-2ocs 0.201 ne 5.83 4.34 0 0 0 0 0 0 0 0 I-_G IOC-v 0.580 ne 16.82 22.49 0 0 0 0 0 0 0 0 V+l 12C-0sw 0.091 a 2.64 2.83 0 0 0 0 0 0 0 0 2A-2Dv 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0fG2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 2.64 2.83 153 153 404 433 0 0 0 0 G 2A-2ov 0.340 s 9.86 12.76 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 9.86 14.20 0 0 0 0 0 0 0 0 yf 12C-0sw 0.091 w 2.64 2.83 135 95 251 269 135 105 277 297 2A-2ov 0.340 w 9.86 35.86 0 0 0 0 30 0 296 1076 I G 2B-21v 0.340 w 9.86 35.86 40 0 394 1434 0 0 0 0 yl 13A-2ocs 0.201 w 5.83 4.34 0 0 0 0 0 0 0 0 I;__GG 2A-2ov 0.340 w 9.86 35.86 0 0 0 0 0 0 0 0 2A-2ovd 0.580 w 16.82 18.66 0 0 0 0 0 0 0 0 PII __ L-D 12C-0sw 0.091 2.64 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 255 255 237 442 165 165 153 286 F 2OP-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 551 412 Envelope loss/gain 1286 3130 987 2352 12 a) Irdinration 686 220 557 179 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) 1971 3350 1544 2531 Less external load 0 0 0 0 Less transfer 0 0 0 0 Retlistribrtion 0 0 0 0 14 Subtotal 1971 3350 1544 2531 15 Duct bads 21% 26% us 866 21% 26% 320 656 Total room load 2379 4217 1864 3186 Air required (cfm) 109 167 86 126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -Fk wrightsoft' 2017-Mar-0911:01:16 cw Right -Suite® Universal 2017 17.0.16 RSU24011 page 6 OkePresionAGLE\Lot292ThombrookePresionAGLE.rup Calc - M.18 House laces. E DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DELAIR COM Job: Lot292ThornbrookePreston... Date: June 14,2014 By: RH 1 Room name Bth 2 loll 2 Exposedwall 8.51t 24.51t 3 Room height 9.0 It heal/cool 9.0 It hsat/cool 4 5 Room dimensions Room area 6.5 x 8.5 It 55.3 IR 1.0 x 420.5 It 420.5 112 Ty Construction U-value Or HTM Area (ft2j Load Area (112) Load number Btuh/112 °F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heai Cool 6 W fa 12C-0sw 0.091 n 2.64 2.83 77 71 186 200 63 63 166 178 2A•2ov 0.340 n 9.86 12.56 6 0 59 75 0 0 0 0 Vy 13A•2ocs 0.201 n 5.83 4.34 0 0 0 0 0 0 0 0 I-(i 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 yl 13A-2ocs 0201. ne 5.83 4.34 0 0 0 0 0 0 0 0 I-G IOC-v 0.580 no 16.82 22.49 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 a 2.64 2.83 0 0 0 0 59 59 154 166 2A•2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 I-- f^ 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 2.64 2.83 0 0 0 0 99 69 182 195 f 2A•2w 0.340 s 986 12.76 0 0 0 0 30 26 296 383 yl 13A-2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 VLC 2A-2ov 0.340 s 9.86 14.20 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 w 2.64 2.83 0 0 0 0 0 0 0 0 I-_-(( yl 2A•2ov 28•21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 986 5.83 35.86 35.86 434 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 2A-2ovd 12C-Osw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L--D II DO 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.93 1.73 55 55 51 96 421 421 390 729 F 2OP-19t 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 49 Envelope loss/gain 296 353 1189 16D3 12 a) Infiltration 182 58 525 189 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) 479 412 1714 1771 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 4115 Subtotal 479 412 1714 1771 Duct bads 21% 26% 106 21% 26% 355 458 Total morn bad 578 518 2068 2229 Air required (elm) 27 21 95 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -40- wrightsoft' 2017-Mar-0911:01:16 A. Right•Suite® Universal 2017 17 0 16 RSU24011 Page 7 okePresionAGLENLol292ThombrookePrestonAGLE rup Cate = MJB House faces: E j DEL-AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333.2665 Fax, 407-333.3853 Web. WWW.DELAIR.COM Job: Lot292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Sdnn 3 Bdrm 3 Wic 2 Exposed wall 220 It 5.5 It 3 Room height 9.0 It heal/cool 9.0 11 heal/cool 4 5 Room dimensions mRooarea 11. 5 x 10.5 It 120. 8 112 5. 5 x 5.0 It 27. 5 h2 Ty Construction U-value Or HTM Area (III Load Area (10) Load number Btuh/It;'F) Bluh/Ilj or perimeter (It) Btuh) or perimeter (It) Stuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 fa 2A•2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 yl 13A•2ocs 0.201 n 5.83 4.34 0 0 0 0 0 0 0 0 Ili 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 1y 13A•2ocs 0.201 re 5.83 4.34 0 0 0 0 0 0 0 0 I- G IOC-v 0.580 no 16.82 22.49 0 0 0 0 0 0 0 0 y/ L-- f^ 12C- 0sw 0.091 a 2.64 2.83 104 89 234 251 50 50 131 140 2A• 2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 2A• 2ov 0.340 a 9.86 35.86 15 0 148 538 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 WI 12C-0sw 0.091 s 2.64 2.83 95 80 210 225 0 0 0 0 T- G 2A•2ov 0.340 s 9.86 12.76 15 13 148 191 0 0 0 0 V 13A-2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 1- G 2A-2ov 0.340 s 9.86 14.20 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 w 2.64 2.83 0 0 0 0 0 0 0 0 I--(^` Vj/ 2A• 2ov 2B• 21v 13A- 2ocs 0. 340 0. 340 0. 201 w w w 9. 86 9. 86 5. 83 35. 86 35. 86 4. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lam_((' 2A•2ov 0.340 w 9.86 35.86 0 0 0 0 0 0 0 0 2A- 2ovd 12C- 0sw 0. 580 0. 091 w 16.82 2. 64 18. 66 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL- D 11130 0.390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 121 121 112 209 28 28 26 48 F 20P-191 0.050 1.45 0.71 1 1 1 0 6 6 8 4 F 22A-Ipl 0.9m 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 65 1 -9 Envelope loss/gain 852 1350 164 183 12 a) Infiltration 471 151 118 38 b) Room ventilation 0 0 0 0 13 Irtemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtdal ( lines 6 to 13) 1323 1502 M 220 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1323 1502 282 220 15 Duct bads 1 21% 26% 274 388 21% 26'yo 58 57 Total room load 1597 1890 1 341 277 Au required (clm) 73 75 1 16 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c - Ofd- wrightsoft' 2017-Mar-0911:01:16 4 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 8 okePreslonAGLE\ Lot292ThombrookePresionAGLE.rup Calc - MJ8 House laces: E 1' DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW DELAIR.COM Job: Lot292ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Bth 3 2 Exposed wall 18.5 It 3 Room height 9.0 It heat/cool 4 5 Room dimensions Room area 6.5 x 12.0 It 78.0 112 Ty Construction U-value Or HTM Area (fly Load Area Load number Bluldllx'F) Btuh/11 or perimeter (IQ Bluh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vy 12C-0sw 0.091 n 2.64 2.83 108 108 285 306 f 2A•20v 13A-2ocs 0.340 0.201 n n 9.86 5.83 1256 4.34 0 0 0 0 0 0 0 0y/ 11 G LG 2A-2ov 13A-2ocs 0.340 0.201 n ne 9.86 5.83 12.56 4.34 0 0 0 0 0 0 0 0 tOC-v 0.580 ne 1682 2249 0 0 0 0 V 12C-0sw 0.091 a 2.64 2.83 59 51 133 143 2A-2ov 0.340 a 9.86 35.86 8 0 79 287 I-----lC 2A•2ov 0.340 a 9.86 35.86 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 Vy 12C-0sw 0.091 s 2.64 2.83 0 0 0 0 G 2A-2Dv 0.340 s 9.86 12.76 0 0 0 0 yl 13A-2ocs 0.201 s 5.83 4.34 0 0 0 0 G V612C-Osw 2A-2ov 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 ILS13A-2ocs 2A-2ov 28-21v 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 3586 4.34 0 0 0 0 0 0 0 0 0 0 0 0 2A-2Dv 2A-2ovd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0P L----D 11 D0 16B-30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 0 78 0 78 0 72 0 135C F 20P-19i 0.050 1.45 0.71 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 0 0 0 0 6 c) AED excursion 1 Envelope loss/gain 570 870 12 a) Infiltration 396 127 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (Imes 6 to 13) 9W 997 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 966 997 15 Duct bads 21% 26% 200 258 Total room load 1166 12M Air required (clm) 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a -Pk wrilghtsoft' 2017-Mar-0911:01:16 P. Right -Suite® Universal 2017 17.0.16 RSU24011 Page 9 okePresionAGLElLot292ThornbrookePresionAGLE.rup Cab - MJ8 House faces: E 1 DEL -AIR Duct System Summary Job: Lo1292ThombrookePres... ArDtG COitmnmmm Date: June 14,2014 IE Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3653 Web: WWW.DELAIR COM Project• • For: Taylor Morrison, Preston 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 0.139 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1160 cfm 172 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdnn 2 c 3186 86 126 0.292 6.0 Ox 0 VIFx 12.2 70.0 Bd 3 c 1890 73 75 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 341 16 11 0.265 4.0 Ox 0 VIFx 20.6 70.0 Bih 2 h 578 27 21 0.316 4.0 Ox 0 VIFx 5.9 70.0 B1h 3 h 1166 54 50 0.295 4.0 Ox 0 VIFx 11.3 70.0 Dining h 2759 127 102 0.181 7.0 Ox 0 VIFx 42.3 90.0 SO Fatuity/Great rm h 4072 187 182 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 IGichen c 1895 71 75 0.183 6.0 Ox 0 VIFx 41.0 90.0 SO Laundry c 871 31 35 0.191 4.0 Ox 0 VIFx 35.6 90.0 st1 M.Bth h 1208 55 21 0.179 5.0 Ox 0 VIFx 43.8 90.0 SO M.Wc c 48 0 2 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.Wic C 48 0 2 0.182 4.0 Ox 0 VIFx 41.6 90.0 st1 Master hdrm C 4273 153 170 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below C 4217 109 167 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1651 76 34 0.193 5.0 Ox 0 VIFx 34.4 90.0 SO loft h 2068 95 88 0.272 6.0 Ox 0 VIFx 18.4 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 340 353 0.139 450 12.0 0 x 0 VinlFlx SO st1 Peak AVF 701 622 0.139 656 14.0 0 x 0 VinlFlx wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Mar-09 11 agePage 1t OCA...okePresionAGLE\Lot292ThombrookePresionAGLE.rup Calc - MJ6 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx A tL * wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Maros 11: ge 2Page okePrestonAGLE1Lot292ThombraokePrestonAGLE.rup Cak . MJB House faces- E FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot292ThornbrookePrestonAGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/9/2017 10:52 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 3/9/2017 10:51:41 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot292ThornbrookePrestonAGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction. 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: M n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by 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: yo gHE ST,q O 3/9/2017 10:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescri tive Methods ADDRESS, Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. D 401.3 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 Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 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 E 283 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. D R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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. O R403.2.2 Sealing (Mandatory)kl ducts, air handlers, and filter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 3/9/2017 10:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 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., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. O R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. p R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 3/9/2017 10:52 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt 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 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. D RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights D R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/9/201710:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 Lee naRuw f88t FD ff17B IrRlfi9tRtiRRADMIMM I i I! I it I 3' bath duct to roof or wall 10 cap w/fan Nutone 696RNB I, Must have a minimum clearance of 4 Inches around the air handler per I Af Y4i3t I l RR iel State Energy cc eonaiawe r0T 091AR. ?•P AM I I i Dora LANAI i 42'x42' A/C Slabi ureAFF re•-rW-W ar uf By Builder Min. I W-a• RT. HT. . A/C A i 2 from Wall PAD ICULAW t•i9l un iaATreI T-C I • if elb T sf rang% hmYYRR00M 14x\ MASTERnrMFA T.•-e'.W-e Tar. 2-START VoLWE 1so s• W/ OPT en"ROOM I1701w`d 3' bath duct DMNG ROOM w-e•eW-or W-4• FLAT aA: 12x6 lw 14x14 rag to wall cap s 1 w/f an 1ox61wcd Nutone 696RNB4' taw 112• 20 K uTH l rf 5 AI•N NFc av TYLL 1 O'R LL yi e o \ a 8 I OW I_ \ raTp i A. 10x61TTcd—_ I7 5 a mo001 ' W-A• FLAT C . Abl 91 mTc Ommi UECF S1pJ 16'x12' wu RMW Mat r- - l L--=-J W;- ATM AMS GARAGE 2W-dIIWd j{{ p f - V PLT. HT. C 24lK£ Mfl'Hll n+______---_-- Transfer ducts/grilles sized In compliance Florida Residential Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Fuilder must provide unrestricted 1 Inch ndercut on doors to habitable rooms. I I I is ;r.eTaaRaRA DDCR All duct Tas an r=6 Insula j--- I I 4' dryer duct to wall cap lfi§i-1 w/dryer vent box 3' bath duct 1ox61w to wall cap 5' 3 r w/fan a PwoR is hNutone 696RNB s4 I I I I ENTRY R.T. HT. 1 LMWAM 01AMOW. M W-VM&W AFi OMFORM OM WIR m96r TAr FMMWRMRMWOOts M ATTIC ACC. DETAIL WAbW, v 0 N -'Z N C13 Oa o q3 ovOo s O O >M g M Cl) m LD U Q Q o LLI LO V" LU W \ Lr) U \ Q \ aj 0 moo\\ Z O C LLI 194- Q Y o O O U X O Z CU CC Cl O CT W IT O Ir- U Z J (n C N LL/I HO C Q CL O I T2 CL J I— C O N m U Z 0 Z p Lu Q WO Q m CL J U) O 0 RECORD COPY i i ! Li I 1 . T TH L 3 WASTE STACK FROM 2 N TLC I=I.04R'- t TERMINATING To 1ST FLUOR JjilE J_ _'_..J ._.r` ____ ' _JI_L .' 7 - I + _._ Imo. t-••i:_ .. _ t _ r. _ j ; i.. _•'.+". _.w _-.....1-_-_.' .-f=;. ' _}L.._._I_w...' t .. _.__.. UKE S.F. HOUSE TYPE: PRESTOS 1ST FLOOR i 1 t - ! t t _i•-_'i j F r_ , -.- lam._ it :_ - '• _ I ! i_ i —4 --1-•- i . ; !---_._. _ • -- , , i ' I H L j TAYLOR MORRISON 4- THORNBROOKE S.F. j LOT 292 HOUSE TYPE: PRESTON: p4 2ND FLOOR i L I J t c I L I-j I . . ..... . 3" WASTE SrACK FROM 2ND FLOOR TERMINATING TO IST FLOOR 4- IL RE -CORD COPY i Echic ezvice1irnc. 2153 Premier Row Orlando, FL 32809 Fax 7407-812-1822 407-812-7171 9 0 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP9967VANECCODE #D2 0) BUILDER TAYLOR MORRISON HOUSE PLAN PRESTON 1989 SGIFT GENERAL LIGHTING X 3 VA PER SO FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 VA 1 LAUNDRY CIRCUIT AT 1500 VA 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 12000 VA 1 WATER HEATER 4500 VA 1 DISHWASHER 1200 VA 1 CLOTHES DRYER 5000 VA 1 DISPOSAL (1/3 HP) 246 VA VA VA SUBTOTAL OF GENERAL LOAD 33413 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 23413 VA x . 4 9365 VA TOTAL NET GENERAL LOAD 19365 VA 3 TON HEAT PUMP #1 22.1 AMP X 240 VA = 5304 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 8 KW ELECTRIC HEAT AT 65 5200 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 19365 VA NET TOTAL HEAT 10504 VA TOTAL LOAD 29869 VA CALCULATED LOAD FOR SERVICE 29869 VA 1240 V-- 124.46 AMP ISO AMP SERVICE DESCRIPTION AS FURNISHED: Lot 292, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. aP 0- Iq10 PLOT PLAN FOR/CERTIFIED T0: Taylor Morrison of Florida, Inc. ZONIf ' C.'17E4.&I.L RECORD COPY Ok to construct single family home LOT 303 with setbacks and impervious area I I shown on plan. I N 00°10'44" W 40.00' L LOT 293 195.03' M 5.00' 5.00' 00-'0, PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS r'-s PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS 24.1' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ 26.80' 1 LOT 292 I 34.80' 3.0'X3.0' 16.0 AC LANAI o 5.00' 30.0' S.00' PROPOSED RESIDENCE MODEL PRESTON - A Co A O O 1' O n2 00 w a 5.00' hry Io COVERED i.H ENTRY 8.7' o; 21.3' DRIVE 25.20' 25.20' 10' UTIL. ESMT, 0, 5' CONC. WALK 3' 0 . FLARES . B.B.)S 00° 10' 44 E 40. DO' ROCKY GROVE LANE 50' RIW) TRACT I UTIUTY & ACCESS R/W LOT 291 LUI - 4,1100 52FI. LIVING - 1, 157 SO.171. GARAGE a 451 SO. FT ENTRY a 74 SO.FT. LANAI 128 SO.rT. BREEZEWAY = N/A SOFT. DRIVEWAY = 403 SO.rT. A/C PAO 9 SO.rT. WALKWAY = 70 50.1l. IMPERVIOUS= 47.8 x 2.292 SO.rT. SOD - 9 .SI)R SO rT. R/W 440 SOFT. APRON 710 SO.FI. BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK 200 SO.FT. FRONT - 25' NOT A SURVEY) SOD 1,10 SOFT. REAR a 15' SIDE = 5.0' PROPOSED INFORMATION SHOWN AREA SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY 51,3 SSOFT. OFT' AND/OR INSTRUCTIONS PER SIDEWALK 27070 SO.FI'. CLIENT NOT FIELD VERIFIED SOD 3 SO -FT. CRUSEINMEM?-AFCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEj;M 5400 E. COLONIAL DR. ORLANDO, FL. 32607 (407)-277-3232 FAX (407)-658-1436 PF PLATFIELD IDL. TTP. POINT ONLINE TYPICAL NOTM, I.P. IRON IBC IRE POINT Or REVERSE CURVATURE 1. THE UNODMCHED ODES HEREBY CERTIFY THAT 1105 SURVEY MEETS TIC STANDARDS OF PRACTICE SET FORTH BY DIE FLORA BOARD OF OR. CA IRON ROD CONCRETE IOAAIENT ILLRAO POINT IT CDiOLIND CURVATVRC RADIAL pppES,ypHAL SURE`rM AND MAPPERS W CHAPTER W-17 FLORIDA ADWNtSTRATNE COOS Ptamwa TO SECTION 47ZO27, rLOR/0A STAKES SET I.R. 1/2' /Bll 451i NUR. MID"ADWITNESS Z UNLESS DfOOSSED WITH SURVEYOR'S WNATURE AND ORIGINAL "SW SEAL THIS SURVEY FLAP OR CORCS ARE HOT VAUD. REC VE R[D VP. PWITNESSPRINT J. THIS SURVEY WAS PREPARED FROM TOLL INFORMATION FURNISHED TV PC SURVEYOR. THERE MAY BE OTHER R67NCTIONS PAR POINT OF BEGONINOPOINT CALCILATED OR EASDAENIS THAT MELT THIS PROPOW.. D,C. POINT Or CpWEH4CNCM PAX PAX LRIIAPEMNT REFERENCE HONIAICNT 4. NO UlmFACAOUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHDM76E SlfOWH. CENYCRLDi FE. FINISHED FLOOR QEVATIOL THIS SURVEY 6 PREPARED FOR THE SOIL BENEFIT OF 11106E CFRIIFIED TO AND SHOULD NOT BE RELIED UPON 8Y ANY OTHER FURY. MADR/VESH MAIL L DISHAY BSLNl BUILDING SETBACK LINE MARK 8, DINENSMUS SHOWN FOR THE LOCATION OF 00"VEIENTS HEREON SNOULO NOT 8E USED TO REOCWSIRUCT 8"OVYY UNES. ESNT. CASEMENTRIGHT-WCASEMENT B.B. BASEBENC BEARDISCBEARING 7. OCAM>n. , ARE SOW ASSUMED MTIW AND ON THE UNE SHOWN AS 84M 8GWW0 (B.B.) DRAIN. DRAUDRAINAG[ 0. EILVAIION$ p SIgWN ARE BtSED ON N1110HW. CEODEIIC OgVM OF I029. UNLESS OTHGPNSSC HOLED. VTR. UTILITY P. CERIPMATE OF AVTHORVTION No. 4300. CLM CHAIN LINK FENCE WRFC WOOD FENCEBLOCK SCALE 6-- 1' . 20, ------ 4 DRAWN or •.• P.C. P.T. DCSC. OCOINNTT OFE CURVATURE POINT Or TANIX NCY DESCRIPIION CERTIFIED Or— DATE ORDER No. AMAIICD LENGTH PLOT PLAN 03-10-17 1062-17 C REVISED PLOT PLAN 05-31-17 C.A. CORDCH®RD BEARING NORTH THIS SUILOINC/PROPERTY DOES. NOT LIE WRHIN PAN THE ESTABLISHED 100 YEAR ROOD PLANE AS PER 'FIRM' X. CRUSEN EVER, R.L.S. / 4714 ZONE X. MAP / 12117C 0055 F. W. SCOTT, R.LS 1 4801 tr Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: TB0292 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0292 Model: Preston Tampa, FL 33610-4115 Lot/Block: 292 Subdivision: Thornbrooke Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph . Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 49 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name Date 1 1 T10698493 1 C01 3/22/17 118 IT10698510IJ02 3/22/17 12 I T106984941 F01 13/22/17 119 I T10698511 I J03 13/22/17 13 I T10698495 I F02 13/22/17 120 I T10698512 I J04 13/22/17 14 I T106984961 F03 13/22/17 121 I T10698513 I J05 13/22/17 I 5 IT10698497IF04 3/22/17 22 IT10698514IJ06 3/22/17 6 IT10698498IF05 3/22/17 123 IT10698515IJ07 3/22/17 I 7 IT10698499IF06 3/22/17 124 IT10698516IJ12 3/22/17 ' 18 I T10698500 I F07 13/22/17 125 I T10698517 I J13 13/22/17 1 19 I T10698501 I F08 13/22/17 126 1 T10698518 I R01 13/22/17 I 110 I T10698502 I F09 13/22/17 127 1 T10698519 I R02 13/22/17 1 Ill I T10698503 I F10 13/22/17 128 1 T1 0698520 1 R03 13/22/17 1 112 I T10698504 I F11 13/22/17 129 1 T10698521 1 R04 13/22/17 113 I T10698505 I F12 13/22/17 130 1 T106985221 R05 13/22/17 114 I T10698506 I HR01 13/22/17 131 1 T106985231 R06 13/22/17 I 15 1 T1 06985071 HR02 3/22/17 132 IT106985241RIO 3/22/17 16 1 T10698508 1 HR04 3/22/17 133 IT10698525JR11 3/22/17 1 17 IT10698509IJ01 3/22/17 134 IT106985261 R12 3/22/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 17-1910 E N 8182 CC= TATE OF : W 4 O R %OP,: N4 ONA1.E?` alallll PE NOM182 nc. FL Cent 6634 East Blvd. Tampa FL 33610 March 22,2017 Velez, Joaquin 1 of 2 RE: TB0292 - Site Information: Customer Info: Taylor Morrison Project Name: TB0292 Model: Preston Lot/Block: 292 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. I Seal# I Truss Name I Date 35 1 T10698527 1 R13 3/22/17 136 1 T1 0698528 1 R14 13/22/17 137 1 T1 06985291 R15 1 3/22/17 138 1 T1 06985301R16 1 3/22/17 I 139 1 T10698531 1 R 17 1 3/22/17 140 1 T106985321 R 18 3/22/17 141 1 T106985331 R19 1 3/22/17 I 142 1 T10698534 I R20 1 3/22/17 143 1 T1 0698535 1 R21 1 3/22/17 I 144 1 T10698536 I R22 1 3/22/17 I 145 1 T106985371 R23 1 3/22/17 I 146 1 T1 0698538 1 RF01 1 3/22/17 I 147 1 T1 0698539 1 V01 1 3/22/17 I 148 I T106985401 V02 1 3/22/17 149 1 T10698541 1 V03 1 3/22/17 2of2 oJobhasTrussType T80292 C01 GABLE om 1 2 26I 25 24 23 3 4 6 63X4 7 e 9 10 22 21 20 19 18 17 16 15 3x4 = 11 12 27 0 14 13 3x4 = tr -0104 1 12-0 0 1 13 4-0 + 14_, 2 Plate Onsets ()(,Y)-- 16:0.1-8,Edge), 118:0.1-8,Edoe1 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a IVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 rVa n/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 75lb FT = 204LF, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc punins, except BOT CHORD 20 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(tlat) REACTIONS. All bearings 14.8.12. lb) - Max Grav All reactions 250 lb or less at joints) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be tufty sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 OC. 5)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' V WARNXG • Verify design parsmaters arrd READ NOTES ON TM AND INCLUDED MREK REFERANCE PAGE M37473 rsV. I&MM1S BEFORE USE Design valid for the only vAm Mnek® connectors. inls design Is based only anon psameten shown and is for anixflvkkra balding component not a its system. Betore use, the btDding designer must vedty the applicability of design paaneten and properly incogxxote this design Into the overall lxgdtng design. Racing Indicated Is to pevent buckling at Individual nibs web tad/ot chord members only. Addtbna temporary and permanent bracing Welk' IsalwaystetltLedlaskDBllyandtopevenfcollapsewithpossiblepersonalInAzyandpoperly, damage. rot generd guidance regaclng the tabricatbrt stotage, delivery, erection a ncl bracing of musses and Irms systems soeANSVIPI I Quality Cdtedo, DSB-89 and SCSI Building) Component 6904 Parka East Blvd. Safety tntormatlon available Dom buss Plate Institute. 218 N. Lee Sleet. Suite 312. AlexadAn VA 22314. Tempe, FL 33610 Job I russ Truss Type oty Pl 1 T10698494 T80292 FOt Floc Truss t 1743528002JobReference bona) Builders FbstSource, Tempe, Plain City, Florida 33666 at•e H 1.5x3 11 1.Sx3 = 1.5x3 = 7 640 a Apr t 9 2016 MiTek Industries, Inc. Wed Mar 22 08 01:16 2017 Page 1 ID:kiltYZB 1 u?nTkwHCDrEV_JycSCy-ePBIhT4pLrRNVW 7YpkubH?3pMovZlcVLvOBghTzYSdn I.Sx3 11 1.Sx3 11 14-8-12 14-0.12 26-0 01he 9- 1:25.4 t.Sx3 II 1.5x3 = 3x6 = 17 9T Plate Offsets (),Y)-- 111:0-1.8,Edgel, 112:0-1-8,Edgel LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 VBri(LL) -0.09 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Veri(TL) -0.13 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 9 rVa rVa BCDL 5.0 Code FBC2014tTP12007 Matrix) Weight: 81 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(11at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(Ilat) end verlicals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 9=787/0-3-8, 14=793/0-7A FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1430/0, 3-4=-1837/0, 4.5=-1837/0, 5.6=-1837/0, 6.7=-1445/0 BOT CHORD 13-14=0/1122, 12.13=0/1706, 11.12=0/1837, 10.11=0/1716, 9.10=0/1142 WEBS 2-14— 1309/0, 7.9=-1320/0, 7-10=0/481, 6.10=-429/0, 6-11=-47/385, 2-13=0/489, 3.13=-439/0, 3.12=-37/394 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3)'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING- Verfly dedon Peramsters and READ NOTES ON Th7S AND INCLUDED AUTEK REFERANCE PAGE MP7473 rev. 1463MIS BEFORE USE Design valid lot use only with Hoeft® connectors. This design Is based only upon pasamelers shown. and Is lot an Individual building component not o Muss system. Before use. the building designer rust verity the applicability of design parameters and property Incorporate Ihk design Into the overall txAdbng design. 9ocing Indicated b to prevent buclding of Individual Muss web and/or chord members only. Additional lempotay and perrncmnt bractrng MiTek' Is always recluked for stability and to prevent collapse vAlh possible petsonal IuAay and property damage. For genetal guidance ieWnd1W the tabrlcalbn storage, delivery, erection and bracing of Misses and nurss systems seeANSVIPI I Quality Criteria, DSB-89 and SCSI BuDrflng Component 6904 Parke East Blvd. Safety Information available Dom Iuss Plate InstlMe, 218 N. Lee Sheol, Suite 317- AlexandMt VA 22314. Tornpa. FL 33610 Job Tniss Truss Type ary ply T10698495 TS0292 F02 Am Truss t 1 1,43S28003 Job Reference tiona Budder FirstSource. Temps. Plant City. Fbnda 33566 0.1.8 H. ' 2-6-0 3x4 = 7.640 Apr 19 2016 MrTek Indusuis. Ine. Wed Mat 22 08:01:17 2017 Page 1 ID:killYZB 1 u?nTkwHCDrEV_Jyc6Cy-6bil up4S69ZE6gikNSOggCcrhCGMU4PV82wNDvzYSdm 1.9-8 1-3-0 30 = 1.7.14 1.7.14 0}1,18e = 1:24.7 3x4 = 3x4 = 30 = 3x4 = 3x6 = 3x6 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 11.1.4 3.7-0 Plate Offsets (XY)— 11:0-1.8.Edgel.112:0-1.8.Edge] LOADING (psi) SPACING- 2.0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Ven(LL) -0.10 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Ven(TL) -0.23 12-13 >572 240 BCLL 0.0 Rep Stresslncr NO WS 0.27 HOrz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 79lb FT = 20woF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 9=858/0-3.8, 10=1438/0.4.0, 13=607/0.7.4 Max Grav9=980(LC 7), 10=1549(LC 8), 13=613(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except When shown. TOP CHORD 9.16_ 328/0, 8.16=-328/0, 2-3=-1094/0, 3.4=-1094/0, 4-5_ 1094/0, 5-6=-367/242, 6.7=-367/242 BOT CHORD 12.13=0/814, 11-12=0/1094, 10-11=0/853, 9.10=0(753 WEBS 6-10=-534/0, 2.13— 950/0, 2.12=0/327, 5-10= 847/0, 5.11=0/404, 7.10=-902/0, 7.9=-978/0 Structural wood sheathing directly applied or 6-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise Indicated. 3) 'Semi-ngld pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss With 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 9-13=-10, 1-6=-100, 6.8=-485(F=-385) WARNWG - Verfy design perimeters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rw. trOW&Wis BEFORE US& Design valld la use only Win k91okb connectors. V& design is based only upon paanetors shown. and Is la an Individual IxAding competent. net lbl lty of desn patanetem and popedy kncotpotato ti1S design Into the overallatrusssystem. Before use. the txlldlrng designer must verify the ar4 adesign buldtkng design. Wocing Indicated Is to prevent buciding of Indl ucd truss web and/or chord members only. Additional ltemporary and pei rnanent bactllg Welk' Isalwaysregrbedforstabilityandtopreventcollapsewithpossiblepersorxlknrayandpropertydamage. Fa general guidance regad i g the falxlcatkrn storage. delivery. erection and bracing of misses and tnra systems seeANS17IP1I Quality Criteria, DSB-9 and BCSI Building Component 6904 Parke East Bbd Safely Information avallctAe from law Plate 6nsllMe. 218 N. Lee Sheet. Suite 312, Alexdndrin. VA 22314. Tampa. FL 33610 Job MISS russ ypety P11 T10608496 TB0292 1"03 FloorTruss 110 1 1,4"m. Job Reference Donal Y....a. .,,I —y. W. IY NIO MII OF 1110YIIllgII, IIIL. WOO MOI CC VO:V I:I/CVI/ r0901 ID:kilfYZB 1 u?nTkwHCDrE V_JycBCy-6bi t up4S69ZE6gtkNSOggCcwPCGEU4TV82wNDvzYSdm 0.1.8 I . 1 2-" 14-12 1.Sx3 II 1.Sx3 = 1.5x3 = 3x4 = 1.5x3 II 1.Sx3 II 30 = l 1 2 3 4 5 12 1 at e- 1.19.3 r 0 0 e• S s 9 8 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Vert(LL) 0.13 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Ven(TL) 0.27 9-10 493 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 Na Pla BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flaf) BOT CHORD REACTIONS. (lb/size) 7=594/0-3.8, 10=600/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1050/0, 3-4_ 1050/0, 4.5= 1050/0 BOT CHORD 9-10=0/794, 8-9=0/1050, 7.8=0/811 WEBS 2-10=-926/0, 2-9=0/385, 5.7=-936/0, 5-8=0/476, 4.8=-279/0 3x6 = PLATES GRIP MT20 244/190 13 Weight: 60 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - 1401W design prrameb/s and READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE MP7473 rev. 1093MIS BEFORE USE Design valid fo use only with MnekO connectors. ft design Is based only upon paanelers snows. and Is nor on Individual bukiln0 component, not a buss system Below use. Mo IxDdbtg designer must vedly the cWolcdAlly of design lxraneters and property Incorporate this design Into the overall building design. Racing Indicoled Is to prevent buckling of lndlMual muss web and/or abed members only. Additional lempotay, rnd petmanent brocing MiTek' Is always lecpAod to stability and to prevent collapse %Ain posse personal "ry and property danoge. For general guklance regadIng the k"Icatkln storage, delivery, erection and bacing of tenses arxt truss systems, seeANSI/IPII Quality Criteria, DSB-89 am BCSI Building Component 6904 Parke East Blvd. Safely IMormatlon ovmable horn truss Hate Institute. 218 N. Lee $heel, Suite 312 Alexancida VA 22314. Tampa. FL 33610 ouss Truss Type ty 1,.0,4 T10699497 TB02M2 Floot Truss 1 1 7435ReferJobReference Dona 0.1.8 H 2.6-0 t 5x3 II 1.Sx3 = 1.5x3 = 3x4 = 2 ID:kilfYZB1u?nTkw 66tEV_JycBCyG4x -anP695ITi5kgHww9x3M096XiDXoeNigwlMzYSdI 1.7.10 ! 1-" Seale = 1:19 0 1.5x3 II 1.5x3 It 3x4 = 1.5x3 II 3 4 5 6 i t 77 L::: i: it I 6• to9 6 8 3x4 = 7 3x4 = 3x4 = LOADING( pst) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0. 0 Plate Grip DOL 1.00 Lumber DOL 1. 00 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0. 64 BC 0.56 WB 0.26 Matrix) DEFL. in Ven( LL) -0. 12 Ven(TL) -0. 26 Horz(TL) 0. 02 loc) Well Ud 9-10 >999 360 9.10 >502 240 7 n/a 11/a PLATES GRIP MT20 244/190 Weight: 58lb FT = 20%F, 1145E LUMBER- BRACING - TOP CHORD 20 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 20 SP No.3(11at) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 10=592/0-7-4, 7=592/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-102l/O, 3.4— 1021/0, 4-5=-1021/0 BOT CHORD 9- 10=0/780, 8.9=0/1021, 7.8=0/785 WEBS 2.10=- 910/0, 2.9=0/367, 5.7=-916/0, 5.8--0/467, 4.8=-272/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 sirongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING- Verify design poametm and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE 1107473 rev. 1"MIS BEFORE USE Design vdld lot use only with Milek®conneclors. INs design Is based orgy upon paameteis shown. and h lot a11x9vldsid 1xik9ng component. not a muss system. Beloie use. the bulldrlg deslgrlei must vedy the applicability of desW parameters and property Incoitorato 06 design Into It* ovetall IcrIDdng design. Lvaeing incilcaled Is to prevent bucidmg of hWNldur9 IRM web and/oi chord members orgy. Addtlorx9 lempoiay and pxefmanent bracing Welk' Is always iegtLedlotstabilityariltopievenicollglsewithpossiblelorsorxiinfuyu1dpropertydmrsage. too geneid gslrlalce teWcft the Acib catbn. storage, delivery. eieelion and Mach of misses anti Wiss systems. seeANSI/iPil Cswtly Cdterlo, DSB-89 and SCSI Building Component 6904 Parke Eeai Blvd. Safety Inlotmadon ava eble Rom Irtas Rate builMe. 218 N. lee Sheet, Srlte 312. Alexarldrks. VA 22314. Tarrpa. FL 33610 fuss ruse ype y0292T10698198rF05ROOFTRUSS1t1,435"m Job Reference (optional) BUIIaels FbsiSeUIC8, Tampa, Plant Gay, 1`1011aa 33566 12 0-1.8 H 2.6.0 1.Sx3 II 1.Sx3 = I.Sx3 = Sx8 = nun / 64U s Nov 1 U Lu17 "m: / C9u s rip L' zula MI1 ex I"ouslne3, ,nc. reBe 1 ID:kilfYZB1 u?nTkwHCDrEV_Jyc8Cy-v81zFr2pdNzIPEBIbzZ__116FJU3KGLvpBEV7cUzYRn3 1.6.2 11-30 1 1.Sx3 II 1.Sx3 II Sx8 = 15 3 Scale = 1:18.4 I 0 o n 10 9 8 4x6 = 7 B d' I Sx3 II 3.4 = 11 5x8 = LOADING PROVIDED BY MANUFACTURER. 2.9.0 5-4-8 11-0-2 2.a.n 2-7-e 6-7-10 Sx8 = 4 Plate Offsets (X Y)-- I7:Edge,0.1.81,18:0.1-B,Edoel.19:0.1.8,Edge). Il l:Edae,0-1.81 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.57 Ven(LL) 0.07 9-10 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.96 Ven(TL) 0.26 9.10 505 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 601b FT = 20%F, 20°oE LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.1(Ilat) end verticals. WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 11=2010/0-7-4, 7=1818/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11.12— 653/86, 12.13= 653(86, 1.13=-653/86, 6-7=-363/0, 2.15=-2972/0, 3.15=-2972/0, 3.16=-2972/0, 4.16=-2972/0, 4.5=-2972/0 BOT CHORD 10-11--0/2282, 9.10=0/2282, 8-9=0/2972, 7.8=W2386 WEBS 2-1 1=-2647/0,2.9=01799, 3-9=-495/0, 5.7=-2784/0, 5-8=0/904, 4-8=-521/0 NOTES- (9) 1) Wind: ASCE 7.10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsl; h=15fh Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone, cantilever tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 Ib down and 134 lb up at 0.2.4, 134 lb down and 43 Ib up at 1.0.0, and 193111, down and 62 lb up at 3.0-0, and 266 lb down and 85 Ib up at 5.0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7.11— 20, 1-16= 162, 6-16= 336 Concentrated Loads (Ib) Vert: 1= 416 2= 193 14-134 15=-266 WARNING - Vedly duryn pan malan and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE U114173 rev. IW3WlS BEFORE USE Design udki fa use only Win MnekO connectors. Tnls design Is Lxaed only upon pmaneters shown, and Is lot an bxllvIckx9 bulding component not a hum system. Beloto sae. the btLdhg deslpnel must verily the cix)lkablity, of design paanotors and piopeay Incorpoiato 0% design Into the ovelatl building design, bating bnmcated Is to budging of Individual Muss web axT/o chord mernbeis only. AddttoncIl lemporay, and permanent txacbng WOWprevent is aMrays tegtlied to strtblly and to prevent collcVw with possUe persona k*.ffy and rxopedy dmnage. Fa genelc9 g ldmnce ie{Tmding the SM Parke East Blvd. fClixlcallm storage. delivery, eiectim rind txaci ng of Misses and in= systems, seeANSVTPI I Quality CatMa, DSB-89 and SCSI BuBmnp Component 7anpa, FL 33610SorelyInformationavClCitlefromIltasPlatebnsMMe. 218 N. Lee Sheel, Suite 312, Alexandilm VA 22314. Job Truss Truss Type 0ry ply T10698499 TB0292 F06 Floor Truss 1 1 1743529007JobReference(optional) Budder* FuslSource. Tampa. Plant City. Flondo 33566 1.7.12 1 1.6x3 II 2 3x4 = 7.640 a Apr 19 2016 M-rek Industries. Inc. Wed Mat 22 08.01:19 2017 Pape 1 ID:kIIfYZ81 u?nTkwHCDrEV_JycSCy-3_galU6iemgyMzs7UISlvdhOT00vy?tobMPUlozYSdk 3 1.5x3 11 3x4 = 3x4 = LOADING (psi) SPACING- 2.0-0 CSI. OEFL In loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 VBn(LL) 0.00 5 —' 360 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(TL) 0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO W B 0.21 Horz(TL) 0.00 4 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 4=597/Mechanical, 5=597/0.4.0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4.5=0/677 WEBS 2-4=-849/0, 2-5=-849/0 Scale = 1:10.0 PLATES GRIP MT20 244/190 Weight: 20lb FT = 200%F, 11%E Structural wood sheathing directly applied or 3-6.8 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (4) 1) Refer to glider(s) for truss to truss connections. 2) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used to the analysis and design of this truss. 3) Recommend 2x6 sirongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') flails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) *This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 4-5=-10, 1-3=-100 Concentrated Loads (lb) Vert: 2=-818 WARNING - VWW design puanaters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE A/D7473 rev. 1MMIS BEFORE USE Design valid for use only %-Alh Mrtek® connectors this design Is based only upon paaneters shown, and Is tot an indivlcAx:f I ukft component, not a truss system. Before tee. Itw bukft clesrgnet must verify the applicability of design paametors and ptopedy Incorporate this design Into the overall building design. B1acing Indicated Is to prevent buckling of Individual Russ web ad/or chord members only. Additional temrwray ad permanent bracing MOWIsawaysieclukedforskID6tryandtopreventcollapsewithpossiblepersonalIn1syandpioGedydamWe. For general guidance iegac/ng the klbrkcatkxL staage. delivery, erection and Lxactrng of trusses and Russ systems. seeANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke Ernst Blvd. Safely Information avallale Rom Uses Rate RURMe. 218 N. Lee Street. Suite 312. Alexadtla, VA 22314. Tanga. FL 33610 Job Truss fuss ype yPly T70698500 760292 f07 Floor Truss 1 t 1743628DO8JobReference (optional) I'soume, Ioff". Mnt Gay. V1010a 33566 0.1.8 1 1 2-" 111-0 t.sx3 II 1.Sx3 = 1.Sx3 = 7 640 s Apr 19 2016 K&Tek Indusiies. Inc. Wed Mar 22 08.01 19 2017 Page 1 ID:IdlfYZB 1 u?nTkwHCDrEV_JycBCy-3_goJU6lemgyMzs7UISlvdhHHOvJyywobMPUlozYSdk 2-1-12 I.Sx3 11 1.Sx3 II 15-4-12 15.4.12 2-" 01ife le = 1:26.6 1.5x3 II 1 Sx3 = 3x6 = 17 Plate Offsets (X Y)-- 11:0-1-8,Edgel.112:0-1-8.Edge) LOADING (psi) SPACING- 2.0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Ven(LL) -0.14 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Ven(TL) -0.19 10-11 >961 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 HOfz(TL) 0.04 9 We n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 82 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. except BOT CHORD 2x4 SP No.2(flat) end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 9=823/0-3.8, 14=830/0-7.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1519/0, 3-4=-2001/0, 4-5=-2001/0, 5.6=-2001/0, 6.7=-1536/0 BOT CHORD 13.14=0/1183, 12-13=0/1825, 11-12=0/2001, 10.11=0/1835, 9-10=0/1205 WEBS 2-14=-1380/0, 7-9=-1392/0, 7-10=0/526, 6-10_ 475/0, 6.11=-2/476, 5-11=-277/0, 2.13=0/534, 3-13=-485/0, 3-12=0/488, 4.12=-282/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x4 MT20 unless otherwise indicated. 3)'Semi-rigid pitchbreaks wllh fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss With 3-1Od (0.131* X X) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - VM1y design paranWM and REAO NOTES ON TW AND OfCLUDED MIlEK REFERANCE PAGE MD7473 rev. 1t141 MIS BEFORE USE. Design valid for use only Win Mllek®conneclois. Ihfs design Is baled only upon paaneters shown. and Is lot an I1dMdal building component, nor buildingtrusssystem. Before use, the btng designer must verily the appkabllty, aofdesignpaneters and property Ineorpofato this design Into Ire overall bulklI g design. hating Itxltcated is to prevent btrckrbg of IndlvIdual truss web ond/ot chord members only. Additional tempotay and permanent bracing MOWIsalwaysregaledforstabilityandtopreventcollapsewlmpossiblepersonal "and property damage. For general guidance tegaidi ng the fabrication. storage, delivery, etectlon and 111acbg of trusses and truss systems. seeANSVlPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information crvallable born lruss Plate bssBMe. 218 N. Lee Street. Suile 312. Alexandria VA 22314. TeMm, FL 33610 Job russ russ I ype 1:08 Tt069850i T80292 Floc Truss 1 t 743528M Job Reference (optional) Butldets FirslSource. Tampa, Plant City, Florida 33566 0.1-8 Fi 1 2.6.0 1.3.0 1.5x3 II 1.Sx3 = 1.5x3 = 7.640 a Apr 22 2016 MrFek Induslties, Inc. Wed Mar 22 09:32 29 2017 Page 1 ID:kilfYZB1 u?nTkwHCDrEV_JycSCy-hKu4wov9SyldN7K6YOOB8OF3U?p,)asDwONSxHlzYRIG 2.0.12 1.Sx3 11 1.Sx3 11 44 = 4- Sca e = :25.7 6x8 = 15.0.12 15.4- 2 15.0.12 0-4-6 Plate Offsets (X,Y)-- 113:0-1 -8, Edge), 114:0.1-8,Edael LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Ven(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 VBn(TL) -0.17 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.39 Horz(TL) 0.02 9 n/a We BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 84 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(Ilal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 16=818/0-7.4, 9=818/0-3.8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1492/0, 3.4=-1948/0, 4-5=-1948/0, 5-6=-1948/0, 6.7=-1467/0, 7.8=-571/0, 8.9=-575/0 BOTCHORD 15.16=0/1164, 14-15=0/1787, 13-14=0/1948, 12.13=0/1778, 11-12=0/1138 WEBS 2.16=-1358/0, 2.15=0/520, 3-15=-469/0, 3.14=-4/462, 4-14=-268/0, 9-11=0/905, 7-11=-881/0, 7-12-0/523, 6.12=-493/0, 6-13=0/477, 5-13=-270/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise Indicated. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 sirongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 6) CAUTION, Do not erect truss backwards. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' V WARNING - ye ft design Pararmtere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE rim-7473 rev. laQY101S BEFORE USE Design vaild for Use only wltin MBekV connectors. 111* design Is based only upon paametem shown, and Is to an l ndlvldual 1xddtrg component, not a buss system. Soloie tse. the IxAdng designer must verify the applicability of design paianeters and popegxH tyIncoate #* design Into Iho ovefall buldi g design. Mating Irxacafed Is to prevent budding of D,24dual truss web and/a chord members only. Additional temporary and peimanenl uioctng MiTek' Isalwaysretriedforslablillyandtoixeventcoil, with possible pemonal ktfu y and properly dotage. rot genetal guidance iegadi g the fabrication. storage, delivery, erection and bracing of fruues and buss systems. seeANSI/IPI I Quality Criteria, DS111-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available Dom hu;s Rate DnstlMe. 218 N. Lee Street, Stlte 312. Alexandria. VA 22314. Tampa, FL 33610 Job cuss fuss I ype y 710698602 TS0292 1:09 Floor Truss 1 1 1,43S280" Job Reference(optional) Builders FustSource. Tampa, Plaru City. FbAda 33666 7 640 s Apr 19 2016 khTek Indusines. Ise. Wed Mat 22 08 01.20 2017 Page 1 ID:killYZBt u?nTkwHCDrEV_JycBCy-XAOAXg7KP4ypz7RJ2azXSrEOXODKhKdxg491 gEzYSdI 0.1-8 H 260 134 260 2-012 , 2-6-0 1.Sx3 II 1.Sx3 = 1.5x3 = 06 = 3x8 = 1.Sx3 II 1.5x3 II 3x4 = 3x6 FP= 06 = 20 19 Scale - 1:32.9 3x6 = 3x8 MT20HS FP = 3x6 = 30 = 3x4 = 5x6 = 4x6 = 4x6 = 18-11 d 18.11-4 Plate Offsets (X Y)— 111:Edge,0-1.81,114:0-1-8,Edge],115:0.1.8,Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 Ven(LL) 0.38 13-14 586 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Ven(TL) 0.57 13-14 393 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO W B 0.75 Horz(TL) 0.07 11 We rVa BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 98 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat)'Except' TOP CHORD 1.7: 2x4 SP M 31(flat) BOT CHORD 2x4 SP No 2(flat) 'Except' BOT CHORD 11-16: 2x4 SP M 31(flat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 11=1503/0.4-0, 18=1150/0.7-4 FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2297/0, 3-4=-3772/0, 4.5=-3772/0, 5.6=-3772/0, 6.7=-3546/0, 7.8=-3546/0, 8.9=-2234/0 BOT CHORD 17-18--0/1707, 16.17=0/2877, 15-16=0/2877, 14-15=0/3772, 13-14=0/3801, 12-13=013226, 11-12=0/1237 WEBS 2.18=-1992/0,2-17=0/936,3-17=-922/0, 3.15=0/1223,4-15=-414/0,9-11=-1909/0, 9.12=0/1583,8-12=-1575J0,8-13--W507,6.13— 405/0,6-14=-395/529 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss With 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection devices) shall be provided suflicient to support concentrated load(s) 597 lb down at 15.3.0 on top chord. The designtselectlon of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 11.18=-10,1-10=-100 Concentrated Loads (Ib) Vert: 8=-597(F) WARNING. Verify deign peremeters and READ NOTES ON THIS AND INCLUDED IWlEK REFERANCE PAGE MD-7473 rev. 10031015 BEFORE USE Desl 1 valkf lot use only wl1A Hoeft® connectots. D* design Is based only upon paameters snows. and Is too an h divldtxl buldkV component, not toratrusssystemBelote e, the NAd V designei must verity tho apolcaUlars lty ordesignparnetearilpoperlyWogoiate it* design Into the ovoiall btldtt0 design. Rochlg trxllcated 11 to bixidi of lixlNWual truss web and/ot chord members only. Addtlorxf temporary and permanent Ixoahg M iTek' lxevent g Isalwaysieguiied for stability and to poevent collapse with possible peisunal hyuiy and popery danuW. Fof genetai guidance rellndrg Me fabncalbn stotogo. delivery, erection and bracig of musses aril truss systems, seeANSI/1PI I Quality Criteria, DSB-89 and 6CSI Building Component 6904 Parke East Bird. Safety information available ham Inns Rate trutlMe. 218 N. Lee Sheet, Suite 312, Alexandria VA 22314. Tempe. FL 33610 Job I fuss Truss Type cny Ply T10698503 T60292 11`10 FloorTrusa t 1 1,4352801, I Job Reference Donal Builders FustSource. Tempe, Plant Cay. Florida 33566 0.1-8 H 2b-0 1.3-0 1.5x3 li 1.5x3 = 1.Sx3 = j 18 117 06 = 7 640 s Apr 19 2016 MoTak Indusinss. Inc Wed Mar 22 08.01:21 2017 Page 1 ID:kilfYZB 1 u?nTkwHCDrEV_Jyc8Cy-?MyYkA7yA04fbHOVcHUm_2nY2pYVOrmS3tubMgzYSdi 2.6.0 2-0-12 2-6-0 Scale = 1:32.9 1.SX3 II 1.5x3 11 4x6 = 4x6 = 1e-11d 18.11-4 4x6 = 1.Sx3 II Plate Offsets (X.Y)-- 113:0-1-8.Edgel. 114:0-1-8.Edgel LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.27 12-13 >819 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.40 12-13 >561 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.07 10 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 98 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(11at) TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlirns, except BOT CHORD 2x4 SP No.1(Ilat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing: 12-13. REACTIONS. (lb/size) 16=102810.7-4, 10=1028/0.4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3=-2010/0, 3-4=-3075/0, 4.5=-3075/0, 5.6=-3075/0, 6.7=-2768/0, 7.8=-2012/0 BOT CHORD 15-16=0/1508, 14-15=0/2484, 13-14=0/3075, 12.13=0/3014, 11.12=0/2490, 10.11=0/1507 WEBS 2-16=-1760/0, 8.10=-1759/0, 2-15=0//97, 3.15=-753/0, 8-11=0/801, 7.11=-758/0, 7-12=0/442, 6-12=-392/0, 6-13=-217/469, 5.13=-252/49, 3-14=0/858, 4-14=-298/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3)'Semi-dgld plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING- VM/y datign pwanterm and READ NOTES ON TM AND INCLUDED AMIK REFERANCE PAGE MD-7473 my mLMMIS BEFORE USE Design valid lot use orgy with Milek®conneclom Wills design is based only upon parameters shown. and Is for an Individual txRdkg component, not o bras system. Before use. the building designer must vestry the applkalAlly of design parometats and property l ncogorole mk design Into the ovetall Mfic& O design. Bracing tnalcated Is to prevent b ucIdIng of Individual Isuss web and/a c W d members only. Additional lernmary and permanent b iocing WOWItalwaysrequitedalandprrtylotstabilityandtopreventconwllhpossibleperson"aopedamage. rot general guidance tegag lin dho fabrication. storage. dolNery, erection aKt blacinU of trusses and muss syslernx seeANSI/1PI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information avalla ble mom hus Plate BUBMe. 218 N. lee Street. Suite 312- Alexandria, VA 22314. Tanga. FL 33610 Job I cuss Truss Type y Ply T106985N 780292 Ft1 FlTmss oc1 1 743528012 Job Reference(optional) ramps. Pant t.ay. r-rorraa ;1:1sea 0- 1-8 HI 2-6-0 1.30 t. Sx3 11 1 Sx3 = 1. Sx3 = 3x6 = 7. 640 a Apr 19 2016 k%Tek Induatriss. Inc. Wed Mat 22 08:01:21 2017 Page 1 ID: kilfYZBlu?nTkwHCDrEV_Jyc8Cy-?MyYkA7yAO4fbHOVcHUm 2naRpZzOrw53ltbMgzYSdr 2- 6-0 1-8122-6-0 Seale n 1:32.3 t. Sx3 11 1.5x3 11 3x6 = Us = L 18-7.4 18. 7.4 3x6 = ISO 11 Plate Offsets (X Y)-- 113:0.1-8,Edgel.114:0-1-8,Edgel LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Verl(LL) -0.22 12-13 >983 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.34 12-13 >653 240 BCLL 0.0 Rep Stress Incr YES W B 0.49 Horz(TL) 0.06 10 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 97 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc pudins, except SOT CHORD 2x4 SP No.l (ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. ( lb/size) 16=1009/0-7-4, 10=1009/Mechanical FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1966/0, 3.4=-2972/0, 4-5=-2972/0, 5.6=-2972/0, 6.7=-2692/0, 7.8=-1967/0 BOT CHORD 15-16--Wl478, 14.15=0/2425, 13-14=0/2972, 12.13=0/2926, 11-12=0/2429, 10.11=0/1477 WEBS 2-16_ 1725/0,8.10=-1724/0,2.15=0/776, 3.15=-729/0,8-11=0/778, 7-11_ 734/0,7.12=0/417,6.12=-371/0, 6- 13_ 226/427, 3.14--O/795, 4-14=-274/0 NOTES- ( 7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7)' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNNG - VMfy desrgn penrnstaa end READ N07ES ON TH6 AND 1111CLUDED A1/rEK REFERANCE PAGE A07473 rev. 1062 OIS BEFORE USE Design vatrkl lot use Orly with Milek®conrlectors. INs design Is based orly upon paamoleis shown, and Is for an htdlvldxl 1xAdbng component, not Wit trusstrsystemBeloteuse. the btAc*V designer must vedry the oWIcat)llly of deslgl paanetets oW poparly Incorporule this design Into the ovaull btfdng doslgn. Bachtg Indicated I1 to peveni IxicI0 V of hlclIvldud puss web and/at chord members orly. Additional tempxay and permanent txochng MiTek' Is alwaysreyWedlotstabilityandtopreventcdlcp6ewnhpossibleperoorxlft" arnd property damage. r01 genetal guidance tegadbtg Ilse falnricalkln siotoge. delivery, etectlon and btocbV of husses and Inns systems. soeANSI/TPI I Curry Cdterlo, DSB-89 and BCSI Building Component 6904 Perks East Blvd. Safety Irdormatlon uvdlabte Rom Truss Plate hnstltute. 218 N. tee Sheel. Sulle 31Z Alexatdrla VA 22314 Tarrps. FL 33610 Job Truss I fuss ype ty Ply IROOFTRUSS T106911505 T80292 F12 t t ! JobI Ref13Reference (optional) 26 25 oers rusiaource, Tamps, t Iara coy, rronaa 33556 Run 7 640 s Nov 10 2015 Pdrd: 7 640 s Apt 22 2016 M'rok IMushies, Inc. Wed Mar 22 09.00 41 2017 Page 1 ID:kilfYZBI u7nTkwHCDrEV_JyceCy-ZGcnUOpKnkvMTvTPniClot Dyxid2XvN5gXGzKLzYRm4 0.1-8 H 11-11-0 11 1 11i-1 11.2-8 1 2 i 1-2-8i 1.28 2.6.0 130 1.66 1.3 Scale =1:30.7 3x6 = 3x6 = 2 3 4 5 6 7 8 0 10 11 12 13 24 23 22 21 20 19 1B 17 Ax4 - JX4 - 3x6 = LOADING PROVIDED BY MANUFACTURER. 1.4.12 2.8.12 4-0.12 54.12 6 8.12 8.0.12 9.4-12 13.2.8 14-11.14 18.10.6 1-4.12 1.4.0 1.4.0 1.4.0 1.4.01.4.0 3-9-t2 1.c.a a.tn.n 0 10 Plate Offsets QX Y)- 115:0-1-8,Edael, 116:0-1-8,Edael,117:0.1.8.Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Ven(LL) -0.05 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.70 Ven(TL) -0.16 14-15 >690 240 BCLL 0.0 Rep Stress Incr NO W B 0.55 Horz(TL) 0.03 14 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 95lb FT = 20%F, 2045E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 9.7.4 except lit=length) 14=0.5-10. Ib) - Max Grav All reactions 250 Ib or less at joint(s) 24, 18 except 17=1641(LC 1), 19=412(LC 1), 20=363(LC 1), 21=377(LC 1), 22=368(LC 1), 23=398(LC 1), 14=1299(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-275/0, 9.10=-1921/0, 10-11=-1921/0, 11.12=-1921/0 BOT CHORD 16-17=0/1568, 15.16=0/1921, 14.15=0/1645 WEBS 8-17=-613/0, 6.19=-376/0, 5-20-339/0, 4.21=-350/0, 3.22-342/0, 2.23=-369/0, 9-17=-1830/0,9.16=0/545, 10-16=-368/0,12.15=0/426, 12.14- 1920/0, 11-15= 262/0 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=6.Opsf; h=151t; Cat. II; Exp B: End., GCpi=0.18: MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are 1.5x3 MT20 unless otherwise Indicated. 4) This truss has been designed for a 10.0 psi bottom chord five load nonconcurrent With any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 fall by 2-0-0 Wide Will fit between the bottom chord and any other members. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 14-24-20, 1.13-260 V WARNING - Varffy detlpn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD-7473 rov, 1"30015 BEFORE USE Design valkf loi ine only vAth Mllek® connectors. 1nls design Is Rased oNy upon pacimelers shown, and Is lot an i ndividwi LAfico; g component, not a huss system. Below use. the IxYd rvj deslgtet must vedfy the apptkabllly, of design paianelers and property Incorpoiate #A design Into the overall bulldlr* design aacing Indicated Is to prevent bucMhtO of htdividual truss web a,4/oi chord members only. Additional tempoiary and permanent bactrt0 MOWIsalwaysiw*ked loi stability awl to prevent collapse with possible personal I nJuy and properly danage. Foi genets gtldance reWc1 ng flxs larxlcatktix slotage. delivery, eiectlon and biocing of fames and MR systems. seeANSI/TPI I Quality Cdtado, OSB-69 am SCSI Building Component 6904 Paike East Blvd Safety INormation available from buss Plate buillule. 218 N. lee Slieel. SJIe 31Z Alexartdrla, VA 22314. Tampa. FL 33610 Job Truss truss type 0ry ply T10698SOS 780292 HROt Diagonal Hip Girder t tI Job Reference(optional) oueaem hrrstSeurce, Ianva, rrant Gay, I-iorm Jubbb r.b4u s Apr lw zulb borax Ogusities, IOC weo mar zz ue.uree zul l rege 1 ID:kdfYZB 1 tr?nTkwHCDrE V_JycSCy-TZWwxW8axhC W DRbh9???XGJgCD 16PuEHJe8u7zYSdh 1S-0 6.11.6 1-5-0 6-11.6 2.83 F,2 5 2 30 = 3x4 II 3 2x4 11 Scale. 3/4'=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.14 2-4 >548 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 HOrz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 25 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oC puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/Slze) 4=271/Mechanical, 2=242/0-10-15 Max Horz 2=81(LC 4) Max Uplift4=-97(LC 8), 2=-129(LC 6) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=2511; Cat. If. Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone, cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 4 and 129 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Unilorm Loads (pit) Van: 1.5=-54 Trapezoidal Loads (pit) Ven: 5=0(F=27, B=27)-to-3=-94(F=-20, B=-20), 2=-2(F=9, B=9)-1o4=-35(F=-7, B=-7) WARNING- Vevey design psramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MP7473 rev. IaWMIS BEFORE USE Design vdkl rot use only with Mllek®conroctors, inls design Is based only upon paameters shown, and blot an ed9Udual bulding comporlonl, not o truss system. Below use. the building designer must verity the c"Alcaabllly of destgl parameters and plopedy lncorpaate this design Into Ills overall bJdng design. Bacing Indicated Is to rxevenl budding of Individual m,a web and/or Chord members only. Additional lempaary and permanent brockng M iTek' is always rectWed lot stability and to rxevent congtse with possible personci"and property damage, For general guidance toWdtng the fabrication. storage, del". etecllon and bracing of muses and truss systems. secANSI/WiI Quality Criteria, OSS-69 and SCSI Wilding Component 6904 Parke East Blvd. Safety Information available from Lugs Mate institute. 218 N. Lee Sneer. Suite 312 Alexandria VA 22314. Tarrpe. FL 33610 Job russ Truss Type y T10698507 780292 HR02 Diagonal HQ Guder 2 1 743528014 Job Reference tional Busdent FuetSotrrce, Tartpa, Plant Coy, Fiona 33566 7.640 a Apt 19 2016 MkTak Industries. Inc. Wed Mar 22 08 01.23 2017 Page 1 ID:k111YZ81u?nTkwHCDrEV JycSCy-1r1319s9Dn?KNgb9ujiWE3Tsz3dFjugWNWzNhFIZzYSdg 1.6-0 6.2.11 9.9.5 1.5.0 6.2.11 3.6.10 Scale = 1:23.1 2x4 11 3xti = 3x6 = LOADING (psi) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 9.9-5 9.9.5 CSI. DEFL. in loc) Well Ud TC 0.58 Ven(LL) 0.17 5-8 697 240 BC 0.83 Ven(TL) 0.51 5-8 229 180 W B 0.17 Horl(TL) 0.01 5 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=380/0-10.15, 5=553/Mechanical Max HorZ 2=217(LC 4) Max Uplilt2=-109(LC 4), 5=-253(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1056/0, 2.3_ 490/145 BOT CHORD 2-5=-293/444 WEBS 3-5=-479/351 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied or 5.4-11 oC pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=2511; Cat. 11; Exp B; Encl , GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at Joint 2 and 253 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-2— 54 Trapezoidal Loads (pit) Ven: 2=40(F=27, B=27)-to-9=35(F=25, B=25), 9=-5(F=25, B=25)-to-4_ 132(F=-39, B=-39), 6=0(F=10, B=10}to-5— 49(F=-14, B=-14) A WARNING - Verity design pamnWe/e and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE U11.7g3 mv. 1002,1015 BEFORE USE Design valkl rot use orvy, with Mnek® connectors. this design Is Lamed oNy upon parameters shown. and Is for an Individual bidding component, not toratrusssystem. Before e. the budding designer must verify the applicability, of designpaaneters and properly I ncorpaate it* design Into the overall bddrng design. Bracing Indicated Is to prevent buckling of Individual tons web and/or Chad members only. AtldBort l tempaay alit permanent b iocft MiTek' Is always iegWed to stability and to prevent coUcWw with possible personal kdul' and property damage. For general glMlatce iegaclthg it* fabrfcatbn slotage, delivery. election and bracing of trusses anct hiss systems, seeANSI/TPI I QUMIV Crktado, DSA-89 and SCSI Building Component 6904 Parke East Blvd. Sauey Intorma8an avallabbe from truss Plate thstlMe, 218 N. Leo Sheet. Stlte 312. Alexa aft VA 22314. Tempe. FL 33610 Job Truss Truss Type oty ply Tt0696508 780292 HR04 Diagonal Hip Girder t t 1743S28016JobReference bona) Budders FustSource. Tanpa. Plant Coy. Fbnda 33566 1.510 2x4 = 7.640 a Apt 19 2016 MTak Industries. Inc. Wed Mar 22 OB 01.23 2017 Page 1 ID:kilfYZB I u?nTkwHCDrE V_JycBCy-xDl9s9Di?KNgbgoiW E3Ts4XdPKusSN W zNhRZzYSdg LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.01 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Ven(TL) 0.02 2-4 999 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=54/Mechanlcal, 2=160/0-5.5, 4=26/Mechanical Max Harz 2=88(LC 6) Max Uplift3=-64(LC 6), 2=-115(LC 6) Max Grav3=54(LC 1), 2=160(LC 1), 4=65(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 1'=l' o_ W o PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1.7 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind. ASCE 7.10, Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251h Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 Ib uplift at joint 3 and 115 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Rool Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1-2=-54 Trapezoidal Loads (pit) Ven: 2— 3(F=25, B=25)-to-3=-56(F=-1, B=-1), 2=-0(F=10, B=10)-Io-4=-21(F=-0, S=-0) WARNING - Vedry dadgn parameters and READ NOTES ON THIS AND INCLUDED MrIEK REFERANCE PAGE 6167473 rev. I&DZ 015 BEFORE USE Design vcOd tat use only with Mllek® conneclors lltlr design Is bred only t4on Mameters shown. and Is tot an Individual building component. not a buss system. Berate use, the building designer must verity the cq)Wabllty of doslgt parameters and property Incorporate mk design Into the overall bu llckV design. Racing Indicated Is to prevent buckWV of indkddual truss web ancVoi chord members only. Additional tertlpoiaiy and remtatenf txacMg MOW Is always required tat staLilly and to prevent collarAe Win possible peisonal Injury and property damage Fat general gidatce iegaalng the k9micatktn. storage. delivery. erection and brocing of trusses and truss systems. seeANSI/1PI I Quality Criteria, DSB-69 and SCSI BuBmng Component 6904 Parke East Blvd. Sabty INormatlon avaltable tram loss Plate bnstlMe. 218 N. Lee Street. Suite 3IZ AlexcuKbk . VA 22314 Tarrga. FL 33610 Job Truss Truss Type ty Tt0696509 T80292 J01 Jack -Open Truss 1 1 Job Reference Donal Builders FustSource, Tamps. Plant Cay. Ronda 33566 7.640 a Apt 19 2016 MTak Indusuies. Inc Wed Mat 22 08:01 24 2017 Page 1 ID:kil$YZB 1 u?nTkwHCDrE V_Jyc8Cy.PxdhMCArTJSESIk4HO2TchPHb1 nPdIOXld7Fz?zYSdf 1-" 0.10.16 1-0-00.10•15 Scale = 1.7.7 20 = ADEQUATE SUPPORT REOUIRED a1f1.1s 0.10.1s LOADING(psQ SPACING- 2-0.0 CS1. DEFL. In loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(rL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 1 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 4 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.10.15 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=27/Mechanical, 3=18/Mechanical, 2=91/0-8.0 Max Horz 2=27(LC 8) Max Upliftl=-12(LC 8), 3=-11(LC 8), 2=-20(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCPI=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" Wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1, 11 lb uplift at joint 3 and 20 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/1EK REFERANCE PAGE I1111472 rev. fMMIS BEFORE USE Design wrkd lot use only vAth Mnel9 connectors. lnls design Is Lx-wd only tnon parameters shown. and Is la an IndMdrol bidding component. not a bins system. Below use, the building designer must vestry the or4AIc dAIIy of design paama etersandpropertyhcapateIhk design Into the overall txAckV design. Rioting Indicated is to prevent buckling of WxAvkW huss web axt/or chord members only. Addi9orx! temporary and permanent bracing MiTek' Is ahvays reyWed fa stability and to prevent concpse with posdAe persorxi Inlry and propesty damage. For generctt guidance tegadrtg the tcllxtcafbrl storage. delivery, etoctton and Uocing of musses and Inns systems seeANSVTPII OuatlN Cdlerb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdk3tAe from tons Plate InstlMe, 218 N. Lee Sheet. Sidle 312. Alexandtkt VA 22314. Tampa, FL 33610 Job truss type 0ryply T10698=10 T80292 J02 Jack -Open Truss t t Job ReterReferenceo lanai aueaers "Sibource. I antpa, want Gny, Rona& 33555 7 640 s Apr 19 2016 Welt Induatroa. Inc. wad Met 22 00.01:24 2017 Page 1 ID:kr11YZB t tt?nTkwHCDrEV_JycSCy.PxdhMCArTJSESlk4HO2TchPGP 1 mldlOXld7Fz?zYSdt 1-0-0 2-10.15 14 0 2.10.15 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a Na BCDL 10.0 Code FBC2014frPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. t7Wze) 3=49/Mechanical, 2=184M-8-0, 4=25/Mechanical Max Harz 2=61(LC 8) Max Uplitt3=-42(LC 12), 2=-108(LC 8) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. (lb) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18: MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever tell and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0.0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for thus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 3 and 108 lb uplift at joint 2. 6)'Seml-rigid pitchbreaks with fixed heels' Member end lixily model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' A WARNING- Vadty dasfgn Parameters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERANCE PAGE ND7473 rev. 1403"IS BEFORE USE Design valid for use only with Mllek® connectors. ells deslWn h based orly upon paraneters mown. and is lot an hclivid ral buldkV component, not a truss system. Before uso. Into bt9dng desigrxn must verity the appOCabOly, of design parameters and properly Incotrwtato Bnk design Into the overall btldng design. Bracing Indicated Is to pevent buck" of Individual tnas web and/or chord members only. Additional tempaay aid permanent txacmg MiTek' Is always tegL*ed for stability and to pevenl col apse w9h possttle personal Infury and poperly damage. For genetal guldance tegadrg the Ialxlcallon, storage, delivery, erection and btacbng of tenses and Was systems seeANSI/TN I quality Criteria. DSB-89 and BCSI Building Component 6904 Perk& East Blvd. Safety Information avallable tom truss Plate Ia9Me. 218 N. Lee Street, Sulte 312, Alexandria, VA 22314 Tamps. FL 33610 Job Truss Truss Type 0y T10696511 TS0292 J03 Jack -Open Truss 1 t Job Reference Gonad amps, clam'.y, rV.m J 00 / lMV 8 Apt le mw wax Inausti.,. r. wed Mar zz oe of z4 zow rage 1 I D:kilfYZB1 u?nTkwHCDrEV_JycBCy-PxdhMCArTJSESIk4HO2TchPDU ljndiOXld7Fz?zYShc 1-0-0 54-0 1-0-0 5-0-0 Scale = 1:12.9 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.29 VBn(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Ven(TL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code F13C2014/TPI2007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8.0, 4=46/Mechanical Max Horz2=92(LC 8) Max Upli113=•90(LC 12), 2=-119(LC 8) Max Grav3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All lorces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=6.Opst; h=2511; Cat. 11; Exp B, Encl , GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone, cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 119 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design o1 this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' V WARNING - VNIty design parameters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M967473 rev. fA03/20f5 BEFORE USE Deslgn vcdid lot use only vAth Mllek® connectors. lnls design Is based only upon parameters shown. and Is for an individual r ullaing component, not a truss system. Before use, the balding designer must verity the appllcaWly of design parameters and properly Incorporate this design Into the over,, ding design ®acing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additlon, temporary and penno nent orating MOWIsahvcsystectutedtotstabilityandtopreventCollapseWinpossiblepersonalbYuayandpropertydamage. For general guidance iegaiding Me kiidcatbn storage. delivery, enectlo n and biacing of Inures and miss systems, seeANSI/tPi I Quality Criteria, DSB-69 and BCSI Building Component 6904 Parka East Blvd Safety Information ov„able from buss Plate institute. 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job I FUSS truss type y ply T10698512 T80292 J04 Jeek•Open7wss 130 11 1743528016JobReference Donal ntawun:s, 1-p.. Fiew Cy. Fio we s, s 66 7 540 6 Apt 19 2016 Kraft Industnes. Inc. Wed Mat 22 OB 01:25 2017 Pape 1 ID:kplfYZB1 u7nTkwHCDrEV_Jyc8Cy-t8B3aY8TDca54 W Gr7Z19uxOCR7zMldg_HsoVSzYSde 0.10.15 100 0.10.15 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TQ 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. Qb/slze) 3=-10/Mechanical, 2=121/0.4-0, 4=9/Mechanical Max Horz 2=39(LC 12) Max Upli113=-10(LC 1), 2=-57(LC 12) Max Grav3=12(LC 8), 2=121(LC 1), 4=17(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:6.9 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0.10-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide Will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3 and 57 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Vadly daslyn paranneters and READ NOTES ON THIS AND INCLUDED a0 EK REFERANCE PAGE M94479 rev. I&DI IS BEFORE USE Design valid fa use only wAth Mllek® connectors Inls design Is lased only upon paiatneters shown, and Is lot an kndivktual txldhng component, not a huss system. Berate the, the bl9ding designer must verify the appik;t lollty of design pmarneters and Ixopeily Incotpoiahe this design Into the overall building design. Racing Indicated Is to prevent buckling or IndNidual Inns web aril/ot chord members only. Additional temporary ail permanent aachlg M iTek' Is always teq i ed rat skri6lty and to prevent collapse with possible personal IV.ffy oW rxopwy darnage. foe genetdi gLid nce tegading the KYMcaIlon. stoiago, deltvety, ereClkln and biachng of tntsses and Ines syslerns. weANSI/1PIt Cudhy Cdtedo, DSB-89 and SCSI Subdhng Component 6904 Parke East Blvd. Safely IMomwIla n avcDable hom Ines Rate Inshtute, 218 N lee Sheet, Sulle 312. Alexandria. VA 22314. Tempo, FL 33610 Job Truss truss type oty ply T10698513 780292 Jos Jack -Open Truss 3 t 1143,1280,7 Job Reference(optional) nsIJ0111Ge, ampe, tram dry. I W.Ua a 00 /.a u e Apt l Y zul a ra i ex mousules, Inc. woo Mar tz ua Vl zD zul / rags 1 ID:kilfYZB 1 u?nTkwHCDrE V_JycSCy-t8S3aYBTDca54WGr7Zt9ux00R6gMldg_HsoVSzYSde 1-0-0 2.10.15 1 0 2.10-IS 2x4 = 2.10-15 Scale: I'- V LOADING (psi) SPACING- 2-0-0 CSI. DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Pla BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oC punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib size) 3=59/Mechanical, 2=176/D-4-0, 4=27/Mechantcal Max Horz 2=82(LC 12) Max Uplift3=-57(LC 12), 2=-58(LC 12) Max Grav3=59(LC 1), 2=176(LC 1), 4=54(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- (7) 1) Wind. ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=6.Opst; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone, cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57lb uplift at Joint 3 and 58 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - VedlY design parameters and READ NOTES ON THIS AND INCLUDED !TREK REFERANCE PAGE A/67473 m. IG92MIS BEFORE USE Desl®1 valid lot use only with Mllek0 connectors. This design Is based only upon paameters shown, and b foi an kxtIvlduab bulldliV component not a truss system. Bolae use. the Ixgdng designer must verify the appilaabll fy of design Wamelors and properly Incorpotale this design Into the overall building design. Bating Inckated is to prevent bucOV of bndlvlclual truss web and/a chord members only. Additional temporary and permanent bloebng WOWIsalwayslracphedforstabilityandtopreventcollapsewithpossllepersonalY>fuy and property darnage. Fa genetal guidance tegaiding the tabileallon, sloxage, delivery, erocllon and btocthg of Inases and Inter syslems. seeANSI/fPl I Quality Criledo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salary Information avallable hom ham Rate butlhle. 218 N. Lee Sheel. Salle 31Z Alexandria, VA 22314. Tamps. FL 33610 Job Truss truss type ty ply T10698514 T80292 J06 Jack -Open Truss 130 1 t 1743528018JobReference(optional) Buadsrs FbslSource. Ton". Plant Cay. Florida 33566 7 640 a Apr 19 2016 Wok Industries, Inc. Wed Mar 22 08:01-26 2017 Page I ID:kil[YZB 1 U?nTkwHCDrE V_Jyc8Cy-LKIRmiB5_w'WuTOr4xh6UYYgP55CtgCxcL 1 uzYSdd 1-04 4.10.15 1.0.0 4.10-15 2x4 = 4.10.1S Scale = 1:17.1 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 VBri(LL) -0.03 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(rL) -0.07 2-4 >780 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n1a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10.15 oc puffins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb(size) 3=119/Mechanical, 2=244/0.4-0, 4=47/Mechanical Max Harz 2=126(LC 12) Max Uplflt3=-107(LC 12), 2=-67(LC 12) Max Grav3=119(LC 1), 2=244(LC 1). 4=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf, h=25fl; Cat. II; Exp S; Encl., GCpf=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 3 and 67 lb uplift at Joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING- Vedfy design paramaten and READ NOTES ON TM AND INCLUDED sf1rEK REFERANCE PAGE a07I73 rev. I&V2,2015 BEFORE USE Design valid far use only with MllekS connecfots. This design Is based only upon parameterss showwx and is lot an in dlvldr>m brldbn0 component, not o truss system. Before use. the btfid1W designer roust verily the applicability, of design parameters and property lncotporote Bnk design Into the overall btldlnp design. @acing Indlcaled Is to prevent budding of Wh4clual truss web and/or chord members only. AW tlorKtl temporary and petmanent bracing HAW is always reed for stability and to prevent co0apse with possible personal Inky and property dainage. Fos gemal guidance regarding the fabilcalbn storage. del". erection and bracing of trusses cW In= systems, seeANSI/1PI I Quality Criteria, DSB-89 and SCSI BuBmng Component 6904 Parke East Blvd. Saroty Inform~ available Rom tnas Plate buOMe. 218 N. Lee Street Stile 3 1 Z Alexandria. VA 22314. Tettpa. FL 33610 Job Truss TrugeType 0ry ply T10698515 T80292 J07 Jack -Open Truss 2 I 1 7/3528019 Job Reference(optional) Buddere FaslSoures. Tampa. Plant City. Florida 33566 1-0-0 7-0.0 30 = 7.640 a Apr 19 2016 h0ek Indust ies. Inc. Wad Mar 22 0&01:26 2017 Pays 1 ID:IalfYZB1 u?nTkwHCDrEV_JyoBCy-LKIRnuBS_wWuTOr4xh6UTVgMKSCtgCxcL 1 uzYSdd LOADING (pst) SPACING- 2-0-0 CSI. DEFL in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Ven(LL) 0.10 2.4 777 240 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.26 2-4 308 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/slze) 3=164/Mechanical, 2=319/0-4-0, 4=81/Mechanical Max Horz2=172(LC 12) Max Uplift3=-133(LC 12), 2=-78(LC 12) Max Grav3=164(LC 1), 2=319(LC 1), 4=125(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale - 1:22.2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed ,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133lb uplift at joint 3 and 78lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' r& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED &TEK REFERANCE PAGE N67473 rev. 100"IS BEFORE USE. Design valid for use orgy wlBn Mnek9 connectors. ihk design Is rased oNy upon pafameters shown. and Is lot an IndividualIxBdhV component. not otobusssystem. Below use. Iho building designer must vestry the ar4AIcatnllty of design paiameters and rxopedy Incorpaote this design Into Iho ovetall Wdrt0 design ®acing Indicated Is to pevenl buckling of Individual ism web and/ot chord members only. Addilbnal temporary and pemnanenf bracing MOW Is anvays tegUred lot stability and to prevent co0glse wtlh possiblo personal Initay and property damage. For general guidance regarding Ow Iabltcalklft storage. delivery, etectkln and bn:lcIrV of buses and Ines systems. seeANSi/tPl I Quality CAtodo. DSB-69 and SCSI Building Component 6904 Parks East Blvd. Safety information available Dom buss Plate Inslitule. 218 N. Lee Sheet. St11e 312. Alexandit VA 22314. Tampa. FL 33610 Job truss type ary T10699616 T80292 J12 Jack•OpenTruss 1 1 143628020 Job Reference(optional) BUadem 1-im1bource, Iartpa, rtani Gay. Frorae 33566 /.640s Apr 19 zulb Mrlax Inaus=res, me wea alai zz ua.urzi let r rage 1 ID. IuIIYZB t u?nTkwHCDrE V_JycBCy-gWJp?ECIIEgpJCTtyYbAEJ 11UEeLgYTzRbLvaKzYSdc 4. 2.12 7-" 4. 2.12 2.94 Scale = 1:22.4 30 = 3x6 II 3x4 = 4- 9.19 '2.0.4 Plate Offsets MY)-- f5:0-4-4,0-1-81 LOADING( pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Ven(LL) 0.03 1-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ven(rL) 0.07 1-5 999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.49 Horz(rL) 0.01 4 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 40 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1=1262/0-4.0, 4=1094/Mechanical Max Horz I=149(LC 8) Max Uphill=-368(LC 8), 4=-389(LC 8) Max Grav1=1415(LC 15), 4=1215(LC 15) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1494/355 BOT CHORD 1-5=-416/1314, 5-6=-416/1314, 4-6=-416J1314 WEBS 2-5=-353/1504,2-4=-1674/530 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- ( 8) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCPI=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 1 and 389 lb uplift at joint 4. 6)' Semi-rigid pllchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 1-6=-326(F=-306), 4-6=-20 Y WARNING - VarUy degyn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD-7473 rov. 169"IS BEFORE USE Design vdkl lot use only with Mlek®cauleciom it* design Is based only upon paaneters s1nown. and is Ion an Individual building componeni. not S a hus system. Before use, the btnamg deslgnet must vedN the applicability of design paanebets and piopedy lincotpotafe Ihk design Into the ovetabl building design. Racing Indicated Is to prevent buctah,g of Individual l buss web and/a chord members only. Additional tennpotay and permanent bracing MOW Is dlway5 iegaLed lot stability and to prevent collapse with possible peisotal hMy and properly d arnage. For geneiat gJdatce iegau8ng the labicallon, stotoge, delivery, etectlon and ba:lnp of busses and huss systems seeANSVM I Cualiry criteria. OSB-89 and BCSI Building Component 6904 Perks East Blvd Safety Infornwhon ovdktiblo horn Leas Plate htstbtube. 218 N. Lee Sheet. Sulle 312. Alexax hkx VA 22314. Tarrpa. FL 33610 Job Truss I fuss I ype Qty Ply T10698517 780292 J13 Jack -Open Truss 1 1 1743628021JobReference (optional) Y. ^ "7• ^^^+ •- r.WIV s Apo 1V wit, NIIOR rnausines, Inc. weo mar Tl Uumi w lei f rage 1 ID:IdlfYZBt u?nTkwHCDrEV_JycBCy-gWJp?ECilEgpJCTIyYbAEJ 1 muEoCgf7zRbLvakzYSdc t-04 3-0-0 t-0 0 3-" Scale = 1:12 3 20 = 3-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Verl(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.09 Ven(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (o slze) 3=62/Mechanical, 2=179/0-4-0, 4=28/Mechanlcal Max Horz 2=84(LC 12) Max Upli113=-59(LC 12), 2=-58(LC 12) Max Grav3=62(LC 1), 2=179(LC 1), 4=55(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpl=O 18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplill at joint 3 and 58 lb uplift at joint 2. 6) 'Semi-ngld pitchbreaks with fixed heels' Member end lixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING • Verify deslpn parameters and READ NOTES ON THIS AND WCLUDED iWrMK REFERANCE PAGE MD-7473 rev. IW3MIS BEFORE USE Design %Old fa use only wlm MnekS connectors. this design Is based only upon pasameters shown and Is far an individral budding component, not wtotrusssystem. Before use, the btjUdbV designer must verify the aWica 91ty of design potanelers and! property hcorpotate M design Into Ine overall building design. Blaci ng Inckoted is to prevent buclahg of Individual Irm web and/or chord members only. Add91kxx0 temporary and permanent bracing MOWIsalwaysrequiredforslabBllyandtopreventcoUcgxewithpossiblepersonal "and property damage for genetai guid race regadlng the labdcolion, stotoge, delivery, erection and bracbng of trusses and miss systems seoANStMl i Oua6ty CAterfo, DSB-89 and BCSI BuBding Component 6904 Pork& East Blvd. Warty InnAmatlon available from trim Plate InsBMe, 218 N. Lee Street. Stlte 312 Alexondila, VA 22314. Tarnpa. FL 33610 Job uss Truss Type 0 ryly T1069e61e TB0292 R0, Hip Truss 1 1 Job Reference Donal ens rasr-me.. anga. roar sy, rrwroa 4400t, 1.610 a Apr lO 2a18 Mrt ex InGYSitrss. Inc. W60 Mar 22 08.01:27 2017 Page 1 ID:kdIYZB 1 u?nTkwHCDrE V_Jyc8CygWJp?ECjlEgpJCTfyYbAEJ 1 ZmEdJgdlzRbLvaKzYSdfc 1-0.0 5-0-0 11-0-0 16-0-0 , 17-0-0 , 5.0.0 ' 100 r Scale a 1.30.1 Sx6 = 4.00 12 Sx6 = l0 0 3x4 = 2x4 II 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.92 BC 0.78 WB 0.15 Matrix) DEFL. in Ven(LL) 0.11 Ven(rL) -0.31 Horz(rL) 0.07 loc) I/dell Ud 7.8 >999 240 7-8 >586 180 5 We n/a PLATES GRIP MT20 244/190 Weight: 65 lb FT = 2o% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc puffins. 3-4: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Iba/size) 2=100910-8.0, 5=1009/0-8.0 Max Harz 2=38(LC 8) Max Upli112=-382(LC 4), 5=-382(LC 5) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2358/743, 3.4=-2146/734, 4.5=-2355!743 BOT CHORD 2.8=-673/2216, 7.8=-640/2145, 5-7=•639/2184 WEBS 3.8=0/468, 4-7=0/459 NOTES- (10) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=2511; Cat. II; Exp B; Encf , GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 Ib uplift at joint 2 and 382 lb uplift at joint 5. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 294 lb down and 84 lb up at 11-0-0, and 294 lb down and 84 lb up at 5-0.0 on bottom chord. The design/seleclion of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-4-91(F- 37), 4-6=-54, 2-8=-20, 7-8=-34(F=-14), 5.7=-20 Concentrated Loads (lb) Ven: 8=-216(F) 7-216(F) WARNING - Varly dosrgn pammafera tend READ NOTES ON THIS AND INCLUDED 6MK REFERANCE PAGE r167473 rev. 16003MIS BEFORE USE Design valid lot use only vAth Mflek0 conneclors. Inls design Is based only upon t arnelers sho% r arid Is lot an IndMdAxl buk*,g component, not a miss system. Belae use, the building designer must verify tho aWicabllfy of design parameters anal ptopeily hconpotafe ft design Into the overall tiding design. Racing Indicated Is to pevent uc di ng of Individual it= web a d/a chord members only. Additional lemtwray and pemnaleni bracing M iTek' Is away5 reed lot stdIItWly a W to prevent col ftee Wllh poI;sble personal "and property damage Foo genetaigdldance regadng ire lctbdcotlm stacsge. ($Wlvery, erectlon and bracing oI tnases duxi tnrss systems seeANSI/TPIiCuo0ty Cdtodo, DSB-89 Gnd BCSI Buucang Cornponont 6904 Parke East Blvd. Safety Information available from Inm Plate InstiMe. 218 N. Lee Street, Stlte 312. Alexaxlrkt VA 22314. Tampa, FL 33610 Job uns cuss ype tyT10698519T8029217 71'.' 02 Hip Truss 1 1 Job Reference clonal uultoers I-Irsibource, Ianpa, riam flay, 1•10rata 33666 7.640 a Apt 19 2016 Nk7ek Industries. Inc Wed Mar 22 08:01:29 2017 Page 1 ID:kIIIYZB 1 u?nTkwHCDrEV_Jyc$Cy-IitBCZDLW Xygldal2rW G6PmX74AeW417gF5S6mzYSdb 7-" 8-04 , 90-0 16.0-0 17-0-0 , Scale = 130 1 30 = 2x4 II 3x4 = 30 = 20 II 30 = 16-0-0 7-a-a t.n11 1.rtls 7- Ln Plate Offsets (X,Y)— 13:0-2.0,0.2-131.15:0-2-0.0-2-131 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.09 2-8 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) 0.24 2-8 769 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 55lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 2=639/0.8.0, 6=639/0-8.0 Max Horz 2=51(LC 12) Max Upllit2=-229(LC 8), 6=-229(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1076/262, 3.4=-957/273, 4-5=-957/273, 5-6_ 1076/262 BOT CHORD 2-8=-194/957, 6.8=-194/957 WEBS 4.8=0/351 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opst; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed :C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 2 and 229 lb uplift at joint 6. 7)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' V "RNWG - Verity design Parameter and READ NOTES ON TM AND INCLUDED MrTEK REFERANCE PAGE MD-7473 rev. IWVA15 BEFORE USE. Design valid to/ use only vAth MrIek® connectors. This deso It based only upon Maneters shown, and Is tot an kx9vkhta buldN competent not affahusssystem. Below too, the building deslgnei roust vedty the appUca lilty of design paanelon and Ittopetty Moq)otale lids design Into the overal Ixilidhlg design Biochg IrWlcoted Is to ptevenl bwkft of hldMdud truss web a d/ot ctwtd members only. AdclOonal temporary aid penrsatent Machlg WOWIsawaysteyLedlotskAAfyandtorxevenfcolicrwwithpossiblepersonaflayandpropertydamage. ra general gutdatce iegadlrlg it* fal)FIcallDn. storage, delivery, etectiarl and l tochtg of misses and miss systems, seeANSI/IPI I Quality t dleft DSO-89 and SCSI Building Component 6904 Perks East Blvd. Safety Inlotmallon avck"e from L1as Plate h7sUMe. 218 N. Lee Sheel. Stile 31Z Alexa aft VA 22314. Tempe. FL 33610 Job Truss rmuss ype ryPly I T10698520 T80292 R03 Comon Truss 1 1 1743S28022JobReference(optional) tsurraers I-n1b"ree. Ion". rmnt Lorry. raraa :sabbb r."U s Apr to rutb Nrr r ex mausureS. Inc. Wea btar cr ue.at:re rut r rags 1 ID:killYZB 1 tPnTkwHCDrE V_JycSCy-mvRaPvEzHr4 XY W d24zdeJk6Oh21pl WIGwgOeDzYSda 1-0-0 6.9.13 10-0.0 14 63 21.4.0 1.0.0 6.9.13 3-10.3 3.10 3 6-9.13 Scale = 1:38.3 4x6 = b 3x6 = 3x6 = 5x8 = 1a." 104-0 Plate Offsets (Y Y)-- 17:0-4-0.0-3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.52 6-7 474 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 IVA n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 91 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. Qb/size) 6=762/0-8-0, 2=839/0.8-0 Max Horz2=120(LC 16) Max Upll1t6=-183(LC 13), 2=-224(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1200/293, 3.4=-940/226, 4.5=-941/224, 5-6=-1204/298 BOT CHORD 2.7=-274/1013, 6-7=-177/1019 WEBS 4.7=-120/657, 5-7=-324/260, 3-7=-317/255 BRACING - TOP CHORD Structural wood sheathing directly applied or 4.4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 183lb uplift at joint 6 and 224 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Vedfy design paemsras &Ad READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE 11104473 mv. rr 0MIS BEFORE USE Design valld for use only with Mllekb connectors. Inis design is based only upon parameters sho%m and is fa an bxi udi bukVV component, not o truss system. Befote use. the building designer must verify the aWica lilty of doAp parameters and propene Incorporalo 8tk down Into the overall building design. Bracing Indicated Is to prevent bucW* or Individual truss web and/of Chad members only. Additional temporary aw permanent bracing MOW is always regaled for sk"fy and to prevent collapse wllh possible personal Initfy and property cksnoge. For general guidance regcxdl ng the fabrication, slotooe, delivery, eiecilon and bracbV of musses and met systems. seoANSI/IPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Information available from truss Rate Institute. 218 N. Lee Sheet, Sulle 312. Alexaxdna, VA 22314. Tamps. FL 33610 Job Truss Tniss Type oty Ply Tt069652t TB0292 R04 COMMON TRUSS 1 t 743628023 Job Reference Donal tittooers mstz-ourca, i amps. riam a y' monde jr sbb6 7.540 a Apt 19 2016 VJT$k Industries. Inc. Wad Mat 22 08:01:29 2017 Page 1 ID:killYZB 1 u?nTkwHCDrEV_Jyc8Cy-mvRaPvEzHr4XYWd24zdeJkWM21tl W mGwgOeDzYSda 1-0-0 , 6.9.13 10-8-0 14.E-3 21.4.0 , 22-4-O, 6.9.13 3.103 3-10.3 6.9.13 Jx0 = 4x6 = 5xe = 21.4-0 Scale = 1:38.3 3x6 = lg Plate Offsets (),Y)-- I8:0-4-0,0.3-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.19 6-8 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(TL) 0.52 6-8 481 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 93 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=83710-8.0, 6=837/0.8.0 Max Horz 2=-111(LC 17) Max Uplift2=-223(LC 12), 6_ 223(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1195/292, 3.4=-934/223, 4-5=-934/223, 5.6= 1195/292 BOT CHORD 2-8=-264/1008, 6-8=-155 1008 WEBS 4.8=-1151649. 5-8=-317/255, 3-8= 317/255 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purtins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf: h=25fl; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed :C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 223 lb uplift at joint 2 and 223lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verity deNgn pwametet end READ NOTES ON THIS AND INCLUDED N1TEK REFERANCE PAGE NP7179 nw. la"WrS BEFORE USE Design wild lot use only with Mllek® conneclors Ms design Is lobed only upon paametets shown, and Is lot an Individual buldMo component, toot a Inns system. Below use. the bWdltng designer must vedfy the d>i7 lcablly of design paamelers and polmly hcottotato this design Into the ovetall binding design. ®acing Indicated Is to rxovent budding of Individual frim web and/ot chord members only. Additional tempOtay and permanent btactng M!Tek' Is always tegAed lot slab011y and to prevent collcpse with possble personal hJury and rxoperty damage. rot gemal guidance regad ing the talxlcallon. sldxage, delivety, etectlon dtxt txdlchg of trusses and tRas systems. seeANSI/TPI I Quality Criteria. DSO-69 and BCSI Building Component 6904 Parks East Blvd. Safety INormaton avalc"o tom Inns Rate InstlMe. 218 N. Lee Sheet. Suite 312 Alexandria. VA 22314. Tampa. FL 33610 Job russ russ I ype y Ply T70698522 7B0292 ROS Hip Truss 1 1 Job ReferJobReference(optional) Budden FimlSource. Tampa. Plant City. Fbrfda 33566 7 540 s Apr 18 2015 MnI ek IAduStm&, IAC WOO Mar ZZ 05:01:40 -Lot r t age 1 I D:kilfYZBt u?nTkwHCDrEV_Jyc8Cy-ES1ydFEc29COAgCEdg8tsyf7rnSeA1 zIP7ZaZBIzYSdZ 1-0-0 , 6.9.13 9-0-0 10.8-0 12.4-0 14.6-3 21.4-0 , 224-0. 0 ' 6.9.13 2.2.3 1-8-01-01 2.2-3 6.9.13 ' 1-0-0 ' Scale = 1:39.0 3x8 5;- 2x4 11 3x8 I" d 3x4 i 3x4 1 US = LOADING ( psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.75 BC 0.77 WB 0.20 Matrix) DEFL. in Ven( LL) -0.21 Ven( TL) -0 57 Horz( TL) 0.04 loc) Well Ud 2- 10 >999 240 2- 10 >436 180 8 rVa rVa PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=837/0.8.0, 8=837/0-8-0 Max Harz 2=96(LC 16) Max Upli112=-210(LC 12), 8=-210(LC 13) FORCES. ( lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1179/273, 3.4=-955/224, 4.5=-829/208, 5-6=-829/208, 6-7=-955/224, 7- 8=-1179/273 BOT CHORD 2-10= 217/989, 8-10=-154/989 WEBS 5.10=-83/527 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL=6.Opsf; h=2511, Cat II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2 and 210 lb uplift at joint 8. 7) ' Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss 8) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWG • Verify dasrgn parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MD•7473 rev. IMMOIS BEFORE USE Design valid la use only Win Mnek®conneclas. Ms design Is based only upon paamelers Shown. and Is lot an Indlvkkial kidding component. not wt otrusssystemBeforeuse, the building designer must verify the applicability of design parameters and piopwly incorporate this design into the oveiall buildklg design Bracing Indicated Is to prevent budding of Individual tons web and/or chord members orty Add ilorxf lempoiav and permanent biacklg MiTek' is always lectured for skmally aid to prevent collapse vAlh possible personal "and property damage. For general guklalce regarding the labilcalkxn, storage. delivery. erection and blacbng of Inisses and muss systems seeANSI/fPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Perk& East Blvd. Safety Information available from Inns Rate Institute. 218 N. Lee Sheet Sipe 312. Alexandria, VA 22314. Tempe. FL 33610 Job I cuss ory Ply T10698623 780292 R06 Hip Tlusa t t 743528026 Job Reference (optional) ers rastwurt:a. I anpa, rmm tty. rtoma JJaoo r 64e a Apt lv zula Nat OttInOustues. inc. WOO MOI 22 03:01:W 2017 Page 1 ID:kt11YZB 1 u7nTkwHCDrEV_JycSCy-E5.)ydFEc29COAgCEdg8tsy13oS13lyFP7ZaZBIzYSdZ 7-0.0 144-021.4-0 7- 0-0 7-4-0 7-" 1-0-06x8 = Sx6 = Scale = 1:39.0 3x6 = 3x6 II 4x6 = 6x8 = 34 = LOADING ( ps1) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 1.00 BC 0.72 WB 0.30 Matrix) DEFL. in Ven( LL) 0.11 Ven( TL) -0.42 Horz( TL) 0.09 loc) Well Ud 7. 9 >999 240 7. 9 >592 180 5 We We PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3- 4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 3-7 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1636/0.8.0, 5=1636/0-8-0 Max Horz 2=76(LC 8) Max Upli112=-562(LC 8), 5=-562(LC 9) Max Grav2=1696(LC 15), 5=1696(LC 16) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3268/1001, 3-4=-2787/924, 4-5=-3271/1002 BOT CHORD 2-9=-867/2917, 8-9=-864/2878, 7.8=-864/2878. 5-7=-822/2867 WEBS 3.9=-87/942, 4-7=-107/954 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opst; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 2 and 562 lb uplift at joint 5. 7)' Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 223 lb up at 14. 4-0, and 676 lb down and 223 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 10) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Ven: 1.3-54, 3.4=-118(F=-64), 4.6=-54, 2-9=-20, 7.9=-44(F=-24), 5-7- 20 Concentrated Loads (Ib) Ven: 9=-475(F)7=-475(F) WARNING - M*Y dealgn parameter end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI07473 rev. 169WO15 BEFORE USE Design valld lot use orty with K411ek® connectors. R* design Is irked orgy upon paamefers sowx and is lot an btdlvldtral txfidkV comrwrlenl, not o trtg system. Below use, the txlldng designer must verity the applicabllly of design Inrametets and ptopedy hcolpotate Bnk design Into the overall rAAck g design. ®acing bxBcated h to prevent buclding of IrxilvWual miss web and/ot cord members only. AdrJllorxl temporary and permanent txocing MOW Isahvaystettubedlotslabdity (+xl to ptevenl collapse with possUe personal"aril properly damege. lot general gJrknce tegudtng pre Icbricatkxn staage, delNety, erection aW LxacbV of tenses anct truss systems seerW SVIPI I Quality Criteria, DS8-/9 and BCSI BulkWV Component 6904 Parke Easf Blvd. Safety Inlormdllon avaOaMo tom Tram Plate bulltule. 218 N. lee Siteel. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type tyPly 710698624 TOW92 R10 Hip Truss F 1 7436280261JobRetererce tronal ww..•..• ,..Ya. rw.n „Y. ^^. I."v a API lY ZV10 M11 OR ulausules, u1C. woo Mal ZZ WC01 JI Lew r rage 1 I D:IalfYZB 1 u?nTkwHCDrEV_Jyc8Cy-iH YKgbFEpSK FopnOBOg609BJxryamKCZMDJ6r5zYSdY r1-0-0, 4-8-Is _ 7-0-0 123.7 17.8.9 23-" 253.1 30-0-0 31-0.0 1-0-0 MS 241 5:32 5-53 53-7 23.1 4.8.15 Sx6 = 6.0o 2x4 11 3x4 = Sx6 = Scale = 1.53.5 2x4 O 2x4 3 8 2 9 5x8 = _ .. 5x8 = 6x8 = 5x8 = 4x10 MT20HS = 6x8 = 3x6 = 7-0-0 123.7 1741-9 23.0-0 3P00 7-0-D S3-7 ' S..tA 5-.17 7-" Plate Offsets (Y Y)-- 12:0-1-11.Edael,14:0-3-0.0-2-0), (7:0-3-0.0.2-01. 19:0-1-11.Edae),111:0-3-8,0-3-01,115:038,0-3-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.35 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 SC 0.95 Vert(TL) 0.69 12-14 >513 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.63 Horz(TL) 0.22 9 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 151 lb FT = 20°b LUMBER - TOP CHORD 2x4 SP No.2'Except' 4.7: 2x4 SP M 31 SOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=2339/0.4-0, 9=2339/0-4-0 Max Horz 2=-77(LC 9) Max Upli112=-787(LC 5), 9=-787(LC 4) Max Grav2=2397(LC 18), 9=2397(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4806/1631, 3-4=-4729/1640, 4-5=-5533/2017, 5-6=-553312018, 6.7=-5532/2018, 7-8=-4729/1640, 8-9=-4806/1631 BOT CHORD 2-15=-1436/4281, 14.15=-1426/4281, 13-14- 1937/5608, 12-13=-1937/5608, 11-12=-1380/4224, 9-11=-1390/4224 WEBS 4-15=-189/875, 4.14=-692/1674, 5.14=-679/515, 6-12=-693/529, 7-12=-693/1673, 7-11-189/875 NOTES- (11) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.0ps1; h=25111; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787lb uplift at joint 2 and 787lb uplift at joint 9. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 676 lb down and 223 lb up at 23.0-0, and 676 lb down and 223 lb up at 7-" on bottom chord. The design/selectlon of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 11) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard Continued on Daae 2 WARNING - VeA/y design paramstos and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MD-7472 rev. 1003"IS BEFORE USE Design vdld for use orgy w101 Milek® connectors. MS design Is based orgy upon parameters stlown. axi Is fa a1 hldlvldual btddtrlp comixwen4 not o truss system. Before use. Ilse balking designer must verity, the 0pplk:c9)BIN of design rxltameters oral pxolmly hloorpoiato ft design Into the ovetall IxBdng design. Biocblg Indicated is to prevent IxuckWlg of kldWkhxs truss web aid/or chord members orgy. Addttonol tomporary aW peimdnenl btacing MiTek' Is always rec"ed for sic"ty and to prevent collapse with posilble personal ht}ay o W properly danuge. For genera grhkrlce tegarSng ttw k txlcatlm sloroge. dewery, erection and brdcblg or trusses dnd miss systems seeANSI/7P1I Quality Crilodo, OS839 and BCSI Building Component 6904 Parke East 8W. Safely Information ovrnWle from truss Rule hlltiMe. 218 N. tee Sheet. Sulle 312, Alexalclria VA 22314. Tarrpa. FL 33610 Job Truss I ype oty Ply T10698524 T80292 R10 Hip Truss t 1 743528026 Job Reference (optional) rrs1JOY1Ge, ..trip.. rani tiny,'W.W . 00 r.Wlu a Apt 1Y w10 MI I eK inausaree, inc. Wee mat zz u0:ut it zul r rage z ID:killYZB 1 u?nTkwHCDrEV_JycSCy-1HYKgbFEpSKFopnOBOg6O9BJtayamKCZMDJ6j5zYSdY LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-118(F=-64), 7-10=-54, 2.15=-20, 11-15=-44(F=-24), 9-11=-20 Concentrated Loads (lb) Vert: 15-475(F) 11— 475(F) WARNING. Vod* dWyn pamtnetom and READ NOTES ON 7MS AND INCLUDED NREK REFERANCE PAGE 11111,7473 rev. 1403WIS BEFORE USE Design vald lot use omy wlm Mnek® connectors. Ms design Is based orly upon parameters stnowx and Is for an Inavldua "d1InD component, not a truss system. Bolae use, the tad ln0 dteslgnet must verily the aO43Wab1111y of design paameters and rAopedy Incorporate ink design kilo the ovetall btld WV design. Macho Indicated k to prevent bucldbV of IndMducd Ours web and/a chord members ". Adc9ttotial temporary and permanent btoc[OV MOW Is always rec"ed tot skri6lty and to prevent collapse wllh possible persona kyuy and property damage. Fot genera gtkknce teWdlbl(p One krtMcalM sl(XCVO, del". erection rind b raclrtp of trusses bland truss systems. sooANSI/TP1I Quality Crltedo, DSB-89 and BCSI BuDdInp Component 6904 Parke East Blvd Safety Information available Dom Truce Plate ImIlMe. 218 N. Lee Sheet. Suite 312. AleKa ilia VA 22314. Tenpe. FL 33610 Job fuss Truss Type ry ply T10698525 780292 R11 Hip Truss 1 1 174352021JobReference (optional) Builders FirstSource. Tarrpa, Plant Cay. Fbnda 33666 7.640 s Apr 19 2016 WiTak Indusltres. Inc. Wed Mar 22 08.01:32 2017 Pape 1 ID:kiSfYZB 1 u?nTkwHCDrEV_Jyc8Cy-AU6f2xGsamS6PzLcISBLxNkW VFJSVqutbt3gFYzYSdX r1.0-0, 6-6-6 9-0-0 15-0-0 21-0.0 23.110 30.0-0 31-0-0 1-0.0 6.6-6 2.5.10 6-0-0 6.0-0 2.5-10 S." Scale = 1:53.5 06 = _ 30 = 4x6 - 4 5 6 3x4 = 12 ' 1 - 10 3x4 4= 3x8 = 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.32 10-12 >999 240 MT20 244/19D TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.83 10.12 >427 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.41 HOrz(rL) 0.09 8 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 142 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1161/0-4-0, 8=1161/0-4-0 Max Horz 2=96(LC 16) Max Upiilt2=-241(LC 12), 8= 241(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1979/440, 3.4=-1770/416, 4-5=-1557/383, 5.6=-1557/383, 6.7=-1770/416, 7.8=• 1979/440 BOT CHORD 2-12=-322/1693, 11-12=-387/1796, 10.11=-387/1796, 8.10=-309/1693 WEBS 4-12=-95/607, 5-12=-389/242, 5-10=-389/242, 6-10=-95/607 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Ops1; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interfor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Ill between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2 and 241 lb uplift at joint 8. 7)'Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' WARNING - VeAty dealgn pw&,Wws and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE NA7473 rev. 1002 IS BEFORE USE Design vdkl for use only with Mllek® connectors. this design Is based only upon paaneters shovm. and Is fa an Individual building component, not a Russ system. Below use. the b Ddr* designer must verity the appricablity of design p idmelors and ploperiy Incorporate this design Into the overall bnt>Ing design. Bracing Indicated Is to prevent buCOV on IndNknK9 truss web and/a Chad members orgy. Additional temporary and permanenl bracing MOWIsalwaysiecpLedtotstabilityandtorxevenlcdtcpsowithpossiblepersonalIryinyandgopertydamage. ra general guidance regadtng the fabrication, sloiaue, delivery, etectkrn and tracing of Inraes and inrss systems. seeANSI/TPI I Quality Criteria, DSS-69 and SCSI Building Component 6904 Parke East Blvd. Salary Intormation available Rom truss Rate institute. 218 N Lee Street. Suite 312. Alexandfla. VA 22314. Tampa. FL 33610 Job I cuss I russ I ype City rlo6ess26 780292 R12 Hip Truss 1 1 743628028 Job Reference(optional) Gangers Fetgb"rce. r afire. rranl 1:ay, Nana 33566 7.54o s Apr le z016 se i ax inamities, inc. Wea Met zz 0a m.w 0 017 rape 1 ID:kt11YZB 1 u?nTkwHCDrEV_JycSCy-AU6QxGsamS6PzLcl5BLxNkTdFH2VuUibi3gFYzYSdX r1-0-0, 7.6-0 11-0-0 19-0-0 22-" 30-0-0 31-0-0 1,-0' 7.6-0 3, 8-0-0 3-6-0 7.6.0 1-0-0' 6xe 20 // 2x4 \\ 6x8 Scale - 1:53.6 0)T 0 3x4 i 3x4 = 4x6 = 3x4 = 3x4 10-0-0 114}Q 19-" 20-0 0 30-" I tn-nnn 1 n A-0.a 1 A 10.0.0 Plate Offsets (X Y)— 12:0-2-10,0-1-81.14:0-2-11,Edgel.17:0-2-11,Edoel.l9:0-2-10,0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 V@rt(LL) -0.50 11-13 >711 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 V@rt(TL)-0.9411-13 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.09 9 n/a rVa BCDL 100 Code FBC2014/TP12007 Matrix) Weight: 136 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-7: 2x6 SP M 26 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1161/0-4.0, 9=1161/0-4-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.10.4 oc puffins. BOT CHORD Rigid ceiling directly applied or 1.4-12 oc bracing. Max Horz2=113(LC 12) Max Uplift2=-262(LC 12), 9=-262(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1886/418, 3-4=-1678/410, 4.5=-1505/389, 5-6=-1268/378, 6-7=-1505/389, 7.8=-1678/410, 8.9=-1886/418 BOT CHORD 2.13=-323/1596, 13.14=-185/1268, 12-14=-185/1268, 12.15=-185/1268, 11-15=-185/1268, 9-11=-278/1596 WEBS 6-11=-111/488, 5-13=-111/488 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 2 and 262 lb uplift at joint 9. 7) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8)'This manufactured product is designed as an Individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Verily dasrgn panmsfen and READ NOTES ON TM AND INCLUDED ABrEK REFERANCE PAGE M67473 rev. 1402,201S BEFORE USE Design vdkf fa use orgy vAth Milan® connectom this design It based only tom paanetefs slwwn. and Is for an individual W1d1g component. nol o truss system. Before use. the building ck slginef must verify the applicability of design paametess and pfopedy Mofpofate IM design Into IIw ovefall bflding doslgrf. bating Indicated Is to pfevent buckling of kxBvkW truss web and/or chord members orgy. Adydittonal fempofay and permarlenl tracing MiTek' Is ahxrys feci lted Wo sictAlty ad to prevent collopse VAIh pouble persaxf iWy and poix" damage. Fa genera gfldtnce regadl ng the fcl]dcatbn storage, del", eiecllon and bractno of busses ad tnuss systems. seeANSIfrPI I Cully CrItedo, OSB-69 and SCSI Su0d4ng Component 6904 Parke East Blvd. Safey INomwiton ovdk"e Rom huss Rate insttkrle. 218 N. Lee Sheet. Stile 312 AlexaxJrla. VA 22314. Tampa, FL 33610 Job Truss us s ype ry Ply T10698527 780292 R13 Hip Truss 1 1I 743528029 Job Reference(optional) nuadets I.astsowee, 1 atrga, Plant ally, I•Ionde 33566 7.640 a Apt 19 2016 MTak Mumma, Inc Wad Mot 22 08 01:33 2017 Page I ID:IultYZ81 u?nTkwHCDrE V_JycSCy-egg4FHHUL4by17wpJplaTaGdClhW EKgspxpDn_zYSdW l— 7-" 13-0-0 17-0.0 tt'o 30-0-0 31-0.0 7 6-0 5 6-0 4-0-0 5-6-0 7.6-0 3X4 i 3x4 = 4x6 = 3x6 // 3x6 \\ 4x6 = 4x6 = 3x4 = t0-0-0 13-0-0 17-0-0 204)-0 30-0-0 1M1I1 'S.M1A AJI rA 1M 1MJ1 Scale = 1:53.5 3x4 4 0 TIQ 0 Plate Offsets (xY)-- 12:0-2-10.0.1-81.15:0-4-11.0-0-81,16:0.2-5,0.1-01,19:0-2-10,0-1-81 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.41 11-13 >876 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(TL) -0.68 11-13 >522 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.24 Horz(TL) 0.08 9 We r1/a BCDL 10.0 Code FBC2014/TPI2007 Matnx) Weight: 136 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2'Except' 4-7: 2x6 SP No.2 BOT CHORD 20 SP No.1 WEBS 20 SP N0.3 REACTIONS. (lb/size) 2=1161/0.4.0, 9=1161/0-4.0 Max Horz2=134(LC 12) Max Uplilt2=-283(LC 12), 9=-283(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc pudins. BOT CHORD Rigid telling directly applied or 9.7.12 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1924/422, 3-4=-1702/406, 4-5=-1429/394, 5-6=-1128/354, 6.7=-1429/394, 7-8=-1702J406, 8.9=-1924/422 BOT CHORD 2-13= 398/1638, 13-14=-134/1128, 12.14=-134/1128, 12-15=-134/1128, 11-15=-134/1128, 9-11=-276/1638 WEBS 8-11=-348/302, 3-13=-348/302, 6-11= I65/636, 5-13_ 164/636 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsi; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonlconcurrenl with any other five loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 Wide Will fit between the bottom chord and any other members, With BCDL = 10 Opsl 6) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 283 lb uplift at joint 2 and 283 lb uplift at joint 9. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Ver11y design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERANCE PAGE MP7473 my. IaG"15 BEFORE USE. Desl®1 valki lot use only wllh Mllek0 connectom. Ut deslgl It based only upon paamelets sllowrx and h tot an IrdlvlMxl bAtlMg componenl, not a buss system. Belote use, the building designer must verity the applicability of design paamoters anal properly blcapoiate this dosltrn Into the overall tARdtlg doslgn. ®acing IrxOcaled Is to pievenl bucablg of Irdlvklual Inrssweb alxi/ot Chord memters only. Addtion l lempotay aW permanent bracing MOWIsalwaysiegrlsedlotstabilityandtopevenicollapsewithpossmWpersonalInWaWproperlydanage. Foi general guidance iegadblg the fak3ricatbn, storage, delivery, eectlonl and Lxacblg of Mates and Inns systems, seeANSV1Pi1 Cua01y Criteria, DSB-89 and IICSI Building Component 6904 Parke East Blvd. safely Intoirmallon avallabie noun Luss Rate lnstllute, 218 N Lee Sheet Stlte 312 AlexaWna VA 22314. Tango, FL 33610 Job Truss fuss ype tyPry r10698S28 780292 R14 Common Truss F 1 J0 Jobob RefeRelererce(optional) en rnaraou¢e. tempo, ream Coy, mrim osaoo 1.6496 Apr l0 zum Mrlex inaustnes. im. Wed Met 2206 of 34 2o17 Page 1 ID: IulfYZB 1 u?nTkwHCDrEV_Jyc6Cy-6sESTdH66NipIHV?sW DpOopg3311zis?2BYnKOzYSdV 7. 6.0 15-0-0 22.6.0 30-" 31-0-0 10- 0' 7.6-0 7.6-0 7.6-0 1 7-" 4x6 = 6. 00 12 Scale = 1:52.6 IY 0 30 i 3x4 3x4 = 4x6 = 3x4 = LOADING ( psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 0.66 BC 0.73 WB 0.32 Matnx) DEFL. in Vert( LL) -0.39 Vert( TL) -0.62 Horz( L) 0.08 loc) Udell Ud 8- 10 >901 240 8- 10 >573 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( Ib size) 2=1161/0.4.0, 6=1161/0.4-0 Max Horz2=-153(LC 13) Max Upli112=-299(LC 12), 6=-299(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1928/468, 3.4=-1716/452, 4-5=-1716/452, 5-6=-1928/468 BOT CHORD 2.10=-462/1664, 10-11=-157/1084, 9.11=-157/1084, 9-12=-157/1084, 8.12=-157/1084, 6. 8=-309/1664 WEBS 4.8=-202/683, 5-8=-406/342.4-10=-202/683, 3-10=-406/342 NOTES- ( 7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone: cantilever left and right exposed ,C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0pst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2 and 299 lb uplift at joint 6. 6) ' Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! WARNING- Vody design parameters and READ NOTES ON THIS AND INCLUDED NI EK REFERANCE PAGE 11167473 rev. IdDMIS BEFORE USE De$ W valid for use only with Wlekb connectors. IIYs desl®n Is lxaed only upon paametefs shown. and E for an hdK4" bxddhng componenl, not o it= system. Before use, the building designer must verify the aplxkabllly, of design paaneters and plopefly incoporote link design Into the overall txBdhtg design. bochg tndlcated Is to prevent btrckWV of hx WkW truss web and/or Chord members only. Additional temporary and permanent bracing M iTe k' IsalwaystecWedtostabilityandtopreventcollapsewithpossUopefsordburyandproperty, danape. For general gtkkme regad iro the fabrication, storage, delivery. etection axf bracing of Mores and miss systems. seeANSVM I Quality Criteria. Ds6.69 am SCSI Building component 6904 Parke East Blvd. solely froormallon ava oble born Lus Nate NuBMe. 218 N. too Steel. Stile 312. Alexandrkf. VA 22314. rampe. FL 33610 Job s runs ype ry0698_1TS0292I'-fu Special Truss 1 1 1 I,"" Job Reference(optional) Bumers F1rst5wce, larrya, Plant Goy, Fwnde 33555 7.640 s Apt 19 2016 N-tak Indusines. Inc. Wed Mat 22 08:01 34 2017 Pape 1 ID:kdfYZ81 u?nTkwHCDrE V_JycSCy-6sESTdH66NIp1HV?sW DpOopoa3zOzf l?2BYnK0zYSdV r14-0 703 I 9d-0 11-0-0 18-8-12 2300 gkil 30-" 31 01007-0-32.3-13 ' 2-4-0 7012 4-3-4 2:1 4.5-10 100 Seale - 1:55 9 4x6 11 36 = 6x12 MT20HS = - 3x12 MT20HS 5x8 = 700 = 3x4 = 9.4-0 11 B-0 18.8.12 2300 30-" c.elt 7.n.10 ear 7Nf Plate Offsets (xY)-- 15:0.4-0,0.2-81,17:0.5.4,0.2.81,19:0.2.9.0-1-81.112:0.5-0,0.4-41 LOADING (psf) SPACING- 2.0.0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.29 12.14 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Ven(TL) 0.66 12.14 543 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.76 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 168 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 1-4: 2x4 SP No. 1, 5-7: 2x6 SP N0.2 BOT CHORD 2x6 SP No.2'Except' 2.13:2x4SPM31 WEBS 2x4 SP N0.3 *Except* 4.14: 2x4 SP No 2 REACTIONS. (lb/size) 2=188810.4-0, 9=2660/0-4.0 Max Horz 2=-99(LC 13) Max Upli112=-437(LC 8), 9=-737(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purllns. BOT CHORD Rigid ceiling directly applied or 6.8.11 oc bracing. WEBS 1 Row atnlidpt 5.14 FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3521/875, 3.4_ 3322/872, 4.5=-3314/860, 5-6=-6216/1715, 6.7=-6217/1715, 7-8=-5236/1421,8-9=-5356/1458 BOT CHORD 2-14=-661/3058, 13-14=-1074/4586, 12-13=-1072/4587, 11-12=-112214662, 9-11=-1219/4717 WEBS 6.12=-567/312, 7-12- 568/1990,7-11=-150/745,4.14_ 740/2891,3-14=-256/235, 5.14_ 3002/929,5.12=-522/1938 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25it; Cat 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated 5) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 Wide Will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 437 lb uplift at joint 2 and 737 lb uplift at joint 9. 8) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1304 lb down and 419 Ib up at 18-8-12, and 513 lb down and 165 lb up at 23-0-0 on bottom chord. The desigiVselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard L.ontlnueo on Daae z WARNING - Verrry design pawnstsrs and READ NOTES ON I MIS AND INCLUDED WTEK REFERANCE PAGE A07473 rev. 1402MIS BEFORE USE Design valid la trse only with M[Iek® connectors. This design is based onty upon parameters shown, and 6 fa an tndlvldal IxAdIrV component, not o truss system. Below use. the txAdN designer mint vedly the appOcabllry of design parameters arvJ properly lncorporate this design Into the overall bxAalr Q design. Racing Imdlcated Is to prevent buclding of Individual trim web arxl/ot chord members onty. Additional lemMary and pennateni braclrQ MiTek' Is always tequbed lot stablilty arxf to rxevent collapse wllh possUe persorxa"and ploperty damage. ra general guidance tegardng One labrkotbn, storage, delivery. etection aril brescing of tnrtses awl hiss systems. seeANSr/1PI I Quality Cdlerlo, DSB-89 and SCSI B911dlng Component 6904 Parke East Blvd. Snfely Information available Dom In= Plate hatltule. 218 N. Lee Sheet, Stifle 312. Alexandria. VA 22314. Tatrya. FL 33610 Job cuss I fuss I ype 0y T10698529 T80292 R15 Special Ttuso 1 1 1,4362803, Job Reference Donal Budders FimSource, Ternpa, Plant Coy, Fonda 33566 7.640 a Apt 19 2016 MTak InAusities. Inc. Wad Mat 22 08:01:34 2017 Page 2 ID:kilfYZB 1 u?nTkwHCDtE V_JycSCy-6sESTdH66NfpiHV?sW DpOopoa3zOzl l?2SYnKOzYSdV LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unilorm Loads (pit) Vert: 1-4— 54, 4-5=-54, 5-6— 54, 6.7=-125(F— 71), 7.10=-54, 2.12=-20, 11.12=-44(F— 24), 9.11_ 20 Concentrated Loads (lb) Vert: 12-1304(F) 11=-513(F) WARNING - Verily dedfgn parematers and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE A017473 rev. MARY2015 BEFORE USE Design valld tot use only vAth Mllek6 conneclom this deslgn, is lased only upon paamelers snown, a d b lot an BWM(Jtral bxAding component. not o Rus system. Befde use. the building doslgnot must verify the "Icabllty, of design paraneters and goperly Incoq)oiote ft design Into the overall building design, aaclng Indicated Is to prevent budding of Individual it= web anWoi chord members only. AtltlflonNi lemponay and pe ffxvwnl Iraeitng MOW Is always tegnJted lot stabli ty and to prevent collapse wafh possible petsond"and piopedy dranage. fa geneui gndrlance iegacMV the fabrication slotoge, dellvery, eiectlon and bracing of trusses ancr inter systems. seeANSVn41 Csally Crltab, DSB49 and SCSI Bullev Component 6904 Parke East Blvd. Safety Information wclable Rom Inns Plate trnsllMe. 218 N. Lee SReel, Stile 3M Alexandilm VA 22314. Tanpa, FL 33610 Job fuss russ ype ryply T10698530 760292 R16 Common Truss t t 1743S28032JobReference (optional) Builders Fas1bource. IamPa. plain udy, Floras 77bee /.0'1V XPr IV [ 10 -1 OF 1WMI11si. M. -0. -1 LC -V I.- - / C9e 1 ID:k111YZB 1 u?nTkwHCDrE V_Jyc8Cy-b3orgzlktivgGR4BOEk2Z?M2ATKsIDU8HrIKstzYSdU 1-0-0 7-0.2 9.4-0 11.7.14 18.8-0 1-o-0 7-0.2 2-3.14 2.3.14 7-0.2 Scale = 1:33 8 4x6 = 3x4 = 3x4 = Sx8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 REACTIONS. (Ib/size) 6=680/Mechanical, 2=747/0-4-0 Max Horz2=107(LC 12) Max Uplift6=- 164 (LC 13), 2=-199(LC 12) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.51 Ven(LL) -0.15 6.7 >999 240 MT20 244/190 BC 0.87 Ven(TL) -0.41 6-7 >542 180 WB 0.30 Horz(TL) 0.03 6 n/a n1a Matrix) Weight: 79 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4.7-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1069/240, 3.4=-860/216, 4-5=-863/221, 5.6=-1060/247 BOT CHORD 2-7=-214/884, 6.7_ 139/895 WEBS 4-7=-214l778, 5.7_ 338/263, 3-7=-3201254 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph-, TCDL=4.2ps1; BCDL=6.Ops1; h=251t; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C intedor(1) zone; cantilever left and right exposed ;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 199 lb uplift at joint 2. 7) -Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NREN REFERANCE PAGE N67I73 nv. 14113W1S BEFORE USE Design v,a for use only vAth Mflekg connectors. ft design Is based only uf»n P010MIen shown. and is for an Individual building component. no, o hus system. Before we. the Ix11dt1g designer must verify the applkabalry of deslgl paanelefs and properly Incelporate 0%design Into the over,, txRdbng design. Racing 6W,cated B to budding or Indivldlxul truss web and/a chord members only. Addtfon, lemparaty and permanent txoci ng MOWprevent Is,ways regrlred lot sictAlty and to prevent collapse with possible persomil"and property damage. too genet, glldrnce tegadng tine 6904 Parke East Bbd. IabrlcatbrL storage, delivery. etectlon and btaolng of trinsesand miss systems seeANSVIW I QuaON Cdteft DSB-89 and SCSI BuBdfrng Compwwnt Tampa. FL 33610SateryINortssatlonavonablefromIranPlatebudMe. 218 N. tie Sheet. Sulte 312, Alexalaa. VA 22314. Job Truss ype Qty plyJT- russ Tt0698531 780292 R17 Hip Tnne 1 1 1743526033JobReference(optional) tsueaen r"Ibource, Ianipa, rant 1:ny, rgnaa 33566 7.640 a Apt 19 2016 Mil eK MCIUStrreS, rlrc wed Mat 22 08 01 36 2017 Page 1 ID:kdtYZB 1 u?nTkwHCDrE V_JycSCy-3FMDL JJMe?zXtbfO_xFH5DuDwsg5RgkIW 1 tOJzYSdT 1-00 7-0.2 9-0-0 19.8.0, 11.7.14 18.8-0 1-0-0 7-0.2 1.11.14 0." 1-11.14 7-0.2 ' Scale = 1:34.1 Sx8 = lg 30 = 5X8 = 30 = 9-0-0 i 9.8 0 18-0-0 ad 1 nJr.n QJt.n Plate Onsets O,Y)- 12:0.0-12,Edgel,16:0.0.12,Edge),17:0-4-0,0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.15 6-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(fL) 0.41 6-7 542 180 BCLL 0.0 Rep Stresslncr YES WB 0.30 Horz(TL) 0.03 6 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 79 lb FT = 2O% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 6=680/Mechanical, 2=747/0-4.0 Max Horz2=107(LC 12) Max Uplift6=-164(LC 13), 2=-199(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1069/240, 3.4=-860/216, 4-5=-863/221, 5-6_ 1060/247 BOT CHORD 2-7=-214/884, 6-7=-139/895 WEBS 4-7=-214n78, 5-7=-338/263, 3.7_ 320/254 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purifrts. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; Cat. II; Exp B; End., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 199 lb uplift at joint 2. 7) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this miss. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - VaAry daafgn parantoters and READ N07ES ON THIS AND INCLUDED AUTEK REFERANCE PAGE irD7473 rev. 1411,0"IS BEFORE USE. Design valid rot use orgy with Mtlek® connectors. ft design Is based only upon pataneters shown, and is la an bndMdual landing component, not a tons system. Betote use. the building deslgnef mint vedfy the "Icablly, or design paranelers and gopedy bncorpaate mk design Into the over", buidbng design. ®ocing bndicafed Is to prevent bucldbng of ItxIIvldual truss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrettiLedforstabilityandtoprevenlcolk>tese with pos" personal k*wy anti property damage. For general guidance tegaallng the ktvk:atbn storage, deWery, erection and bracing of trues and inns systems seeANSI/TPI I Quality Criteria. DSO.69 and SCSI Bu,ding Component 6904 Parke East Blvd. Soley Informatldn available born Inter Plate institute. 218 N. Lee Sbeel. Stile 312, Alexandria. VA 22314. Tanga, i. 33610 Job runs rlrssype ty T10698532 TB0292 R18 ipTrusa I.' t t 74=8034 Job Reference(optional) ousaars rxsiSource, T an". Want 1.rty, rronaa imoo 7.640 a Apr 19 2016 MiT sk Industtbe, Inc. Wed Mat 22 08'01:36 2017 Page 1 ID: killYZB 1 u?nTkwHCDrEV_Jyc8Cy3FMDu)JMe?zXubfO_xFH5Du9TsguRjglVV t tOJzYSdT 1- 0-07-" 118-0 18.8-0 7- 0-0 48-0 7-" 4x6 = 06 = Scale = 1:33.0 0 C6 30 = 5x8 = 30 = 7-" 9 4-0 118-0 188-0 7- 0-0 ' 2-d-0 9-d 1 7.nfn '7 Plate Offsets (Y Y)-- 16:0-4-00-3-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Ven(LL) 0.15 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Ven(TL) 0.42 5-6 526. 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.03 5 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 72 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 5=680/Mechanical, 2=747/0.4-0 Max Horz 2=85(LC 16) Max Uplifts=-144(LC 13), 2=-179(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1044/237, 3-4=-938/224, 4-5=-1048/238 BOT CHORD 2.6=-132/852, 5-6=-135/861 WEBS 3-6=0/258, 4-6=0/250 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25ft, Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtent With any other live loads. 5) ' This truss has been designed for a live load of 20.0psl on the bottom chord in all areas Where a rectangle 3.6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 5 and 179 lb uplift at joint 2. 8) ' Semi -rigid pilchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.- Q WARNING . VarUy daslgn pararnafars and READ NOTES ON TIM AND INCLUDED NREK REFERANCE PAGE M07473 my. r603ROtS BEFORE USE Design valid lot use only with Mflek® connectors. thisdesign Is based only upon paameters shown, and Is lot an YWIVldual building component. not a buss system. Selote use. the IxAkkV designer must verily Ilse applicalAlhy of desrpn p®ametets and property lncoWoiote W& design Into the ovelafl buBding design. ® acing Inmcated Is to prevent bwWing of bndroklud Mm web and/or chord members only AdddlOond lempoay and permanent dating MOW Is alwaysregaledlast"fy anxf to prevent collapse with possible penwnrl"ares property damage. rot genetal guidance tegadtrV the labrlcollon. storage, WIvery. eiectbn anct ttacl;V of trines and Inrss systems soeANSVTPII Quality Criteria, DSB-99 and BCSI Building Component 6904 Parka East Blvd Safety Information ava atAe mom Inuss Rate hsstlMe. 218 N. lee Skeel. Suite 312. Alexa arkx VA 22314. Temps. FL 33610 Job FUSS rUSS ype ty Plytit T1o69BS33 T80292 1'.19 Hrp Truss 743528035 Job Reference(optional) ounaers I-as1A&UrC8. r amps. rrani Grly, franca 33Sbb 7 540 a Apt 19 2016 b6tek Industies. Inc. Wed Mar 22 08:01:37 2017 Page 1 ID:kilfYZBt u?nTkwHCDrEV_JycSCy-XRwbSeK?PISOW kEaYtmWeORInG 14A9DRkOnRnn4zYSdS t-0-0 5-0-0 13.8-0 18-0-0 5-0-0 8-8-0 5-0-0 4x6 = 4x6 = Scale = 1:33.5 30 i Sxa = 3x4 0-4-0 18-0-0 A rLs Plate Offsets (XY)-- 12:0-2.10,0-1-81,15:0-2-10,0-1.81,16:0.4.0,0-3-01 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.14 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 082 Ven(rL) 0.37 5-6 600 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 5 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 74 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2'Except' 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=676/0.4.0, 2=743/0.4.0 Max Horz 2=66(LC 12) Max Upllt15=- 1 23(LC 8), 2=-155(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1126/303, 3.4=-1150/207, 4-5=-1130/304 SOT CHORD 2-6=-262/970, 5-6=-227/976 WEBS 3-6=0/401, 4-6=0/400 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10. Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=25t1; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 5 and 155 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks With fixed heels' Member and fixity model was used in the analysis and design of this truss. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING- VeAy "n Pemmters end READ NOTES ON THIS AND INCLUDED AIITEK REFERANCE PAGE Nb7473 rev. 1&01201S BEFORE USE Design valid lot use only with 1,1111ek0 conneclom Ihls design Is based orgy upon paameters shown. and Is la an Individual building component. not a buss system. Beloto use, the building deslgnei must verily the applicability of design paaneters axf properly Incorporate this design Into the ovetall building design. ®acitV Indicated Is to prevent LWCMIng of InclIvldix9 Cuss web aid/ot chord members only. Additional temporary and petmahent bracing MOWIsalwaysie"ed lot stability and to prevent collapse wilh possible personal IYLe1' and property dancge. r01 general guidance regarding tie fabrication sloiage, delivery, eiecbon and brctdnp of buses and buss syslerni seeANSI/IPI I Quality Ci terlo, DSB-89 and SCSI Building Component 6904 Perk& East Blvd Safety Information avaLable born Tniss Plate Instute. 210 N. Lee Steel- Su Ile, 311 Alekaxlrfa. VA 22314. Ten". FL 33610 Job I russ russ ypeICS, ty Ply T10698534 029T8? R20 Nip Truss 1 1."'0' I Job Reference(optional) ens roslaulrrGe. l errya, r1an uy, rrorrae a.>,00 r W V s Apr lv zu1b wi ex rnaustrree, Inc. wao Mir ze ue:ul:j1 ;e it r rays 1 ID:IolfYZB 1 u?nTkwHCDrEV_JycSCy-XRwb5eK7PISOW kEaYfmWeORJCG5ZA47Rk9nRwlzYSdS 1-04 3-0-0 9J-0 15-8-0 16-8-0 19-0-0 . 1-0-0 3-0-0 6.4-0 6.4-0 3-0-0 1-0-0 ' Seale - 1.34 5 5x6 = 6.00112 2x4 II 5x6 = 30 = 2x4 II 3x12 MT20HS= 3x4 _ 2x4 II 3x4 = 3-0-0 9.4-0 15-8-0 1&e-0 Plate Offsets MY)-- 13:0.3-0,0.2-01.15:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) 0.34 10-11 647 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.05 6 We We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.8-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2=883/0-4.0, 6=883/0.4.0 Max Horz 2=38(LC 8) Max Upli112=-246(LC 5), 6=-246(LC 4) FORCES. (tb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1602/463, 3-4=-25721852, 4.5=-2572/852, 5-6=-1602/463 BOT CHORD 2.11=-397/1382, 10-11=-402/1365, 9-10-384/1365, 8.9=-384/1365, 6.8=-379/1382 WEBS 3-11=0/261, 3.10=-467/1277, 4-10=-444/317, 5-10=-467/1277, 5-8=0/261 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pSf; BCDL=6.Opst; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone, cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246lb uplift at joint 2 and 246lb uplift at joint 6. 8)' Semi-ngid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 26 lb up at 15-8-0, and 79 lb down and 26 lb up at 3.0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) * This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-3=-54, 3-5=-64(F— 10), 5.7-54, 2.11-20, 8-11-24(F=-4), 6-8=-20 Concentrated Loads (Ib) Vert: 11-56(F) 8=-56(F) 0 WARNING • Verdly design parameters and READ NOTES ON THIS AND INCLUDED AMTK REFERANCE PAGE Mb4473 rev. 1602*01SBEFORE USE DeSW wild for ine only vA01 Mllek® connectors. Inis design Is based only upon panamelers shown, and 6 foe an Individual blRdbV component not g atrusssystem. Below tee, the btgc% deslpnet must vetily the applicaba llty ofdesignpanetersandrxopotty Inca ate this design Into the overall bildN design. 1110cing hnalcaled Is to prevent rxrcahng of RndMdual truss web and/o chord members only. Additional lemporay and permanent bioclw MOW Is alwoysdegrIIedforstabilityandtoprevenicollapsewithpossiblepersonalMayandpoperydandlge. Foi general guklttnce iegaalng tho fabrication sloioge, delivery, erection and txocl ng of muses and Inra systems, seeANSVH41 Quality, CAtedlo, OSS-89 and BCSI Building Component 6904 Parke Easl Blvd Safely Information available Rom hus Plate Institute. 218 N. Lee Sheet. Sutle 31Z Alexdndna VA 22314. Tardps. FL 33610 J TruTruss rtrss ype Ply rlyTB0292HatlHrp t 037 Job Reference (optional) Job Reference Matteis Feet,%Ource, Ian4e, rato ury. hronoa ji zbe IAAU a Apr Te zule WOK rnousrtres, inc. woo Mat zz ua.u1:;w zul / rage I ID:krIIYZBlu?.nTkwHCDrEV_Jyc8Cy-?eTzl LdAcDFSWm5MlWe_chgVPvavbzpW TBzYSdR 1-0.12 5-8-8 10.11.4 11 2 tAl2 5-e-8 6-2.12 14 3x4 = 2x4 11 3x4 = LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 5-0 8 11.0.2 CSI. DEFL in loc) Well Ud TC 0.30 Ven(LL) 0.02 2-6 999 240 BC 0.30 Ven(TL) 0.06 2-6 999 180 W B 0.32 Horz(rL) 0.01 5 n/a n/a Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=386/Mechanical, 2=469/0-7.4 Max Horz 2=261(LC 12) Max Uplif15=-186(LC 12), 2= 105(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-539/38 BOT CHORD 2.6=-206/420, 5-6=-206/420 WEBS 3.5=A73/232 Scale = 1:32.7 PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end venicals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS lot reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent wish any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 5 and 105 lb uplilt at joint 2. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNXG - VMfy design paramsbrs and READ NOTES oN TM AND WCLUDED WTEK REFERANCE PAGE Y1F7g3 rev. rammlS BEFORE USE Design valld rot use only wkm Mnek® connectors. Ihts design is baaod only upon t>Qameters shown, and Is lot an hxW00 building component. not a huss system. Befofe uso, the brBdng designer must verity the applicability atitle ityofdesignpametersxtptopedyIncorpotatedesign Into the ovetdl fxedno desigm 8tachg Indicated Is to prevent buckling of Individual Inns web and/a cMtd memixra only. Additional lempotary and lxmfxg*nt tNoav WOW ItdwaysiegL*ed rot sicUlty, asxJ to txevent co8gtse wllh possible persaxl h W and property damage. Fa genetd otxfance tegalditV the fatbricatbn slotoge, t1WNery, erection asxl btatckV of fnRses and Muss systems seeANSI/TM I Quality Criteria, DSB-9 and SCSI Building Component 6904 Parka East Blvd. Safety Information avallamle Rom hus Rate hlstiMe. 218 N. Lee Shoal. Stlte 312. Alexandrlu. VA 22314. Tanya, FL 33610 Job Truss truss type oty ply T10698536 780292 R22 Hal Hip 1 1 1,43528030 Job Reference (optional) e,nya, ream a.ay, r,unw .>,aoo 1.04u s Apr lY 2V18 Ner ax inausines, inc. W80 Mar 22 O6 01'36 2017 Pagel ID:kdfYZBIt?nTkwHCDrEV_Jyc8CyleTzl LdAcDF8upm5MllAe_cYgWAvdpbzpW TBzYSdR 1-0•t2 5-8-38.11.4 10.8-t0 t -0 2 1 0 Sea 33-1 1-&63-8 3x4 = 2x4 11 Scale = 1:29.7 20 II 54-3 LA 1 t11 C Plate offsets (Y Y)-- f4:0-2-0,0.2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) 0.02 2-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(Q 0.05 2.7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 55lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/sfze) 6=172/Mechanical, 2=263/0.7-4, 7=420/0.11.5 Max Horz2=219(LC 12) Max Uplift6=-66(LC 9), 2=-54(LC 12), 7=-138(LC 12) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. WEBS 3.7=-290/201 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end venicals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=2511; Cat. II; Exp B; End., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intenor(1) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 6, 54 lb uplift at joint 2 and 138 lb uplift at joint 7. 8) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 9) *This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING - Vart/y dadgn pmameters and READ NOTES ON TNS AND INCLUDED WTEK REFERANCE PAGE MD-7473 rev. 0402,2015 BEFORE USE. Design valkl to use only with M1iek9 connectors, this design Is bored only upon paameters shown. and Is for an Individual LxAding component. not o buss system. Before use. the building designer must verily the appticab6lty or design paarneters and properly Incorpoate this design into the overall blldblg design. ®acing hftoted Is to prevent budding of Individual truss web and/ot chord members only Additional temporary and pemlalent rxocbv WOWisalwaysteyWedlotstabilityarxdtopreventco0cpsewithposftepersonalIrlfuayandproperlydamage. For general guidance tegading the k"ICallon. storage, delivery, erection and btacbtg of trusses cW Inns systems seeANSVTPl1 Quality Criteria, DSB-69 and SCSI Su00ing Component 6904 Parka East Blvd. Safety Information available Rom IrlB Plate Institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tempe. FL 33610 Job Truss ype y ply1T."K, T10698537 780292 R23 Girder 1 I 743528039 Job Reference(optional) e. empa, rim a .y, remian aaaoo 1.640 S Apr 19 2016 Mt I OR InCIUSUtee. Inc. wed Met 22 08.01 39 2017 Page 1 ID:kilfYZB 1 ulnTkwHCDrE V_Jyc6Cy-Tq 1 LW KLFWWL6pOzf3pJr Wio4pJe4lkCTGX9ezYSdO 1-0.12 6.11.4 11.0-2 1.0.12 6.11.4 4-0.14 4x6 = 3x4 = Scale: 1/2*--V 6114 1.2-9 2.9.15 0-0.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) 0.06 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Veff(fl-) 0.15 2.6 >540 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 6 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 53 lb FT = 204b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=95/0.7.7, 2=309/0.7-4, 6=1148/0.11-5 Max Horz2=174(LC 8) Max Uplill5=-62(LC 4), 2=-93(LC 8), 6- 453(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-6=-403/285 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wind: ASCE 7.10; Vu11=139mph (3-second gust) Vasd=108mph: TCDL=4.2ps1; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 5, 93 Ib uplift at joint 2 and 453 Ib uplift at joint 6. 6)'Semi-rigid pitchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 135 lb up at 6-11-4 on top chord, and 586 lb down and 262 lb up at 6.11.4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pll) Van: 1-3_ 54, 3.4=-54, 2-5=-20 Concentrated Loads (lb) Van: 3=- 11 O(F) 6=-586(F) A WARNING • Vady design partimtem and READ NOTES ON TNIS AND INCLUDED MIfEK REFERANCE PAGE A07473 mv. IOMW1S BEFORE USE Design valld tot kne only vAfh Mnek® connectors. lints design Is based only upon paamelen shown. and Is too an Individual building component, not o nuss system. Before use. It* building doslpnet must velfy the appllcablity, of design paxsnetets and Ixopely Incogotate this design Into tho ovetall btAckQ design. Bracing Indicated b to prevent buckling of fndNldtxl truss web and/ot chord members only. Addlllorxl temporary and Mmanenl btaci ng MiTek' Is alwcsys teciuked lot stability atxl to prevent collapse with posSNle personal toffy and property damage. rq genetd gticrance rega dlig the tabdcatkon slotago, dellvety, erectlon and txackg of misses and Mira systems. seeANSIfTPI I Quality Crlterlo, DSB-69 and SCSI Butldlnp Component 6904 Parke East Blvd. Slay Information available born trim Plate ensilMe. 218 N. lee Stteel. Sulto 312. Alexandla. VA 22314. Taupe. FL 33610 Job Truss Truss Type y 710698538 TB0292 RFOt FLAT TRUSS 1 2 1Jh Me erence optional) auilaars Flrst5ouice, Iatripa, PIar11 Gay. Florida 33566 Mun, / WIV s NW lv [via retry I "Us npr cc cvio mr r eR rnwrsrnes, Inc w mni cc vs.v i a• cv i ID:kilfYZBlu?nTkwHCDrEV_JycOCy-wJWNoLh7b96?k7YRZXOtGOIPkIZXBrFgTOSKNcz Ria 3-2.0 3.10 14 4.7.12 7.9.12 3.2.0 08.14 0&14 3.20 4x12 = 2x4 II 2x4 II 2 3 9 4xl2 = Li Li LLI 11 7 6 7x10 = 12 7x10 = 5g 4x6 = LOADING PROVIDED BY MANUFACTURER.1 3.2.0 TV 4-7.12 7.9.12 3.2.0 0 44 0 &14 3-2-0 4x6 = Scale = 1:15.1 Plate Offsets (X Y)-- 16:0.3•80.4-41 17:0-3-8 0-4-41 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.84 Ven(LL) 0.08 7 999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.61 VBrt(TL) 0.16 7 549 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.88 Horz(TL) 0.01 5 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 88 lb FT = 2046 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc punins, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2. 7,3-6 2x4 SP No.3, 1-7,4-6: 2x4 SP No.l REACTIONS. ( Ib/size) 8=5691/0-5-8, 5=4817/0-5.0 Max Uplift 8=-1637(LC 4), 5_ 1098(LC 4) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8= 3894/1074, 1-2=-8931/2392, 2.3_ 8931/2392, 3-9=-8931/2392, 9.10=-8931/2392, 4. 10=-8931/2392, 4-5=-4146/971 BOT CHORD 8.11=-171/546, 7-11=-171/546, 6.7=•2392/8931, 6-12=-66/409, 5-12=-66/409 WEBS 2-7=-1719/536, 1-7=-2416/9120, 3-6=-1701/218, 4-6=-2529/9269 NOTES- ( 11) 1) 2-ply truss to be connected together with 10d (0.131'xX) nails as follows: Top chords connected as follows: 20 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.3-0 oc. Webs connected as follows: 20 - 2 rows staggered at 0.2-0 oc, Except member 7.1 2x4 - 1 row at 0.9.0 oc, member 3-6 2x4 - 1 row at 0-9.0 oc, member 6-4 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=15fh Cat. 11; Exp B; Encl., GCpi= 0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1637 lb uplift at joint 8 and 1098 lb uplift at joint S. 9) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2248 lb down and 722 lb up at 3- 2-0, and 956 lb down and 307 lb up at 5-2-0, and 134 lb down and 43 lb up at 7.2.0 on top chord, and 592 lb down and 190 lb up at 1.3-4, and 2011 lb down and 646 lb up at 3-2-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 11) - This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING • Vo ftdedfn parameters and READ NOTES ON THIS AND INCLUDED WFEK REFERANCE PAGE 1107479 rev. 100=015 BEFORE USE. Design valkl lot use only with Mllek® connectors. this design Is based only upon parameters slwwn. and Is (of an Individual buldliV component, rot a trusssystem. Before use. the building deslpnet must verify the oWicabla lly ofdesignpametetsarilpopeny ltcoWate this design into the overall biding design. ® acing Indicated Is to buCI&V of IndhAducf trim web and/ot chord members only. Additional lempoiay and petmanenl Ixadng M iTek' pevent Isalways tegWed fa stal)llty, and to pevent collapse wllh possible personal Injury and property damage. Foi gametal guicl nce regac&V the 6904 Parke East BMd. falxkzalbn storage, delivery, otoctlon and bacbV of trusses and truss systems. seeANSI/TPI I Quality Criteria, OS9-89 and BCSI BullOktg Component Taripa. FL 33610 Safety informationavailableDornIf= Rate trutiMe. 21a N. lee Stteol, Suite 31 Z Alexandria VA 22314. Job toss Truss Type kjl y T10698538 T802f)2 RFO1 FLAT TRUSS 1 of2 IJob Reference (optional) mummers ruslaource, i an", mm tray, rtoraa 33566 Run: 7.640 s Nov 10 2015 Print: 7 640 s Apt 22 2016 MiTek Indusines, Inc Wed Mat 22 09:01:54 2017 Pape 2 ID:kilfYZB t u?nTkwHCDrEV_JycSCy-wJW NoLh7b96?k7YRZXOIGOIPkIZX8rFgTOSKNczYRkx LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-54, 2-4=-162, 8-12=-525(F=-505), 5-12— 20 Concentrated Loads (lb) Vert: 2-2248 7=-2011(F) 9=-956 10-134 11-592(F) WARNING - Verily destpn Parameters and READ NOTES ON THIS AND tNCLUDED M1rEK REFERANCE PAGE M067473 ray. I&MV IS BEFORE USE Design veil lot use only wlln N11109 connectors. This design Is baked only upon parameters slwwn. and Is lot an Individual bulding component, not t• a truss system. Bolae use. the bllcing deslgros must verily the aWicablily of design parameters aril property Incortiotale Mb design Into the overall hung design. Ductng Indicated Is to prevent budding of Individual truss web and/or chord members only. Adaltlotol lempaay and permanent bolting MiTek' It always required la stability and to prevent collapse with possible petsonal W*" and ptopeny damage. For general guidance regadli ng the klwWtbn storage, delivery. esectbn and doting of trusses and Irm systems seeANSI/TPI I Quality Criteria, DSB-89 and BCSt lullding Component 6904 Parks East Blvd. Salety, INamaHon avallable nom buss Rate knstlMe. 218 N. Lee Street, Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Jobfuss Truss Type oty ply T10698539 7602292 VOt Valley Truss 1 1 743528041 Job Reference(optional) arrpa, rtani coy. F onaa Jabbo 7.640 s Apr 19 2016 a6Tek Industries. Inc. Wad Mar 22 09:01.40 2017 Page t ID:kilfYZB1tP. nTkwHCDrEV_Jyc8Cy-xObk)gMthDTzNCz9DnKDG33?kUEcNYLu07?5X4zYSdP 2-0-0 2-" 2x4 i 2-0.0 Scale = 1:7.9 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.01 3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.01 3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 2 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 1=50/1.10.8, 2=50/Mechanical Max Horz 1=30(LC 12) Max Uplittl=-9(LC 12), 2=-24(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=25it: Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed :C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed lot a 10.0 psf bottom chord Ilve load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 24 lb uplift at joint 2. 6)'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- VMfy d Wgn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE NP7473 rov. 1603MIS BEFORE USE Design valkf la use only calm Mllek® connectors. ilfls design Is based only upon parameters shown. and Is lot an Individual building component. not o muss system. Before use. the "clN designer must verify the aWical)ilty, of design parameters and properly Incorporate M design Into the overall building design. Boeing Indkated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and peimanenl biaci ng WOWIsaNmysiegJredforstabilityandtopreventcollapsewithpos&-le petsonal Injury and property damage. For general guidance tegarding the fabrication slotage. delivery, election and baefrn0 of trusses and muss systems. seeANSVn4 i Quality CAtadd. DSB-89 and SCSI Building Component 6904 Parka East Bird. Safety Information available from Irtm Plate Institute. 218 N. Lee Sheet. Suite 31 Z AlexaKift VA 22314. Tarrga. FL 33610 r I V o fuss fuss ype ryPly T10690S40 780292 V02 Valley Truss 1 1 743526042 Job Reference (opUonap Budders FustSource. Unps, Plant Cay, Fbnds 33566 7.640 s Apr 19 2016 Mi7ek Industries, Inc. Wed Mar 22 06 Ot •40 2017 Pepe 1 ID:kiltYZB 1 t&nTkwHCDrEV_JycSCy-xObktgMthDTzNCz9DnKDG33?iUENNYbuO7?SX4zYSdP 2.11.1 4-0-0 2.11.1 1-0.1s Seale = 1'13.0 2x4 i 2x4 II LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 3 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Ven(TL) 0.00 2 n/r 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.05 Horz(TL) 0.00 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 13lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0.0 oc puffins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 1=66/3-11-8, 5=184/3-11-8 Max Harz 1=71(LC 12) Max Upiilt5=-76(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=251h Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 76lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks With fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' V WARNING- Vedly design parameter and READ NOTES ON TM AND INCLUDED erl1EK REFERANCE PAGE A07479 rv. M02001S BEFORE USE Design valki for use only with MnekS connectors. U& design Is based only upon parameters shown, and Is lot an IndMdual "ali ng component, not a truss syslein. Before use. the trflWng deslgnei must verify the applicablity of design parameters and properly Incotporate this design Into the overall building desigm bochg Indicated Is to prevent bs AMV of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always teed for sKIDGlly and to prevent collapse with possible personal "and property darnage. For general gukfance teWckv the latrlcalon, storage, detivety, eiectlon and tracing of misses and tnrss systems. seeANSVMI Quality Criteria. DSB-89 and SCSI Sullding Component 6904 Parke East Blvd. Safely information avalic"o from In= Rate InsOMe. 218 N. Lee Street, Sndle 31Z Alexandria, VA 22314. Tempe, FL 33610 Job na Fuss Type typly T10698541 T60292 1",03. Valley Truss 1 1 743528W3 Job Reference(optional) Builders FirslSource, Tampa, Plant Coy. Florida 33566 7 640 s Apr 19 2016 W Fak industries. Inc. Wed Mar 22 08.01:41 2017 Pape 1 ID:kilfYZB 1 u?nTkwHCDrEV_JycSCy-PD96xONVSXbq?MYLnUrSoGc7jtW o6?il fnle3WzYSdO 4.11-0 1.1-0 5 4 2x4 i 20 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ven(LL) -0.01 3 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Ven(TL) 0.01 3 n/r 90 BCLL 00 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=147/5.11-8, 5=247/5-11-8 Max Horz 1=115(LC 12) Max Upllltt=-12(LC 12), 5=-107(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Opsf, h=25fl; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Inte lor(l) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2.0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1 and 107 lb uplift at joint 5. 6)'Semi-rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily dearyn panunsars and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE M067473 rev. FMMIS BEFORE USE Design vald for use only Win MllekS connectors. this cis sigin Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer roust verity Ow c43)Wcd*ly of design parameters and property Incorpotate this design Into One overall building design. Bracing Indicated Is to prevent buddhng of Individual tans web and/or chord members only Additional temporary and permanent bracing MiTek' It always regAed for slcm8hy and to prevent collapse with possible personal"and property damage. Fa general guidance iegoding the fabrication, storage, delivery, erection and txacbV or trusses and MR systems, seeANSI/IPI I Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safaty Information available tram truss Rate Institute. 218 N. Lee Sheet, Suite 312. Alexandria, VA 22314. Tarrga, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'hdr For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the brocing section of the output. Use T or I brocing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS W 61 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MII0 MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing. of alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber sholl not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated. Or green lumber. 10. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type, size, orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used sholl be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. CGSa a n RECORD COPY m m m r- m m Sv m r- m m m m m m M 11 II 11 11 I 11 11 II 11 N 11 11 11 11 J0 11 04IImIIJ0J05 JO1 n J06 RIO RII R12 R13 R14 m R14 m ar R13 R12 Rll R15 J06 J0_- m m m-) 1 0-00 RI6 R 17 R 18 LnJ041= f NIF R19 N I II II I Qm R20mmmm m J04 I m J04 A II II A II 1 II A A 0 - - - B 11-04-00 18-08-00 gV1L0^,C SANF000 FAgR 17-1910 DEARWG HEIGHT 5CHEDLLE 9 4 20'-3/4- 0 0 Hanger List H1 HTU26 H2 THA422 NOTES: L) REFER TO 0 (11(RECOAMElDATION5 FOR HAWLUV6 IN51ALLATION AND TEMPORARY DRACIN6) REFER TO ENGINEERED 09AMN66 FOR PERMANENT ORACIN6 REWIZED. 7) ALL TRUSSES (MLLOIN6 TR1155E5 LMER VALLEY FRAMW6) "T 6E CO Q'LETELY DECKED OR REFER TO DETAIL Y105 FOR ALTERNATE NMI%REMPEMENTS 3) ALL VALLEYS ARE TO DE CONVENTIONALLY FRAMED BY OUILDER 4.) ALL TRUSSES ARE DES16NED FOR 7 o.c. MA1aMLM 5PAUN6, L0aLE% OTHERWISE NOTED. 5) ALL WALLS SHOWN ON PLAMW PLAN ARE CONSIDERED TO DE LOAD DEARU46.L01E% OTHERWISE NOTED. 6) 5Y42 TRUSSES MII51 DE INSTALLED WITH THE TOP OEM UP 7.) ALL ROOF TRUSS H"ER5 TO DE 5MP50N HTII26ME550THERWISENOTED ALL FLOOR TftVh HANEUS TO DE 50+ WN THA422 UNLESS OTHERWISE NOTED. 6) DEAMMEADERA.INTEL ((HDR) TO DE FURNISHED BY BUILDER 5HOP DRAWING APPROVAL THIS LAYOUT 15 THE 50.E SOI.RCE FOR FADRICATION OF TRU55E5 AID VOWS ALL rREVIOl5 ARDO MIPAL OR OTHER T 1M LAYOUTS REVIEW AW APPROVAL OF TH5 LAYOUT 4hT DE RECEIVED DEFORE ANT T 9515 WILLOE DULT VERIFY ALL OIaATIONS TO W W ALAW C4qabE5 THAT WLL nSLLT IN EXTRA CHAMES TO YOU. Lq t a Airy Au PM 4 Au Builders FirstSource Orlando PHONE: 407-851.2100 FAX.407.851.7111 Plant City PHONE- 813.75A-5A51 FAX. 813.752.1552 Taylor Morrison Preston A Lanai a 011% Lot xx aLN Tf: 3- 21-17 Rick T RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 0WLD4y6 Permit ## 1 7 - 1 9 1 0 SANFORD Project Location Address 1-1o V ocr -a re-1-4 w2 AAR 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.or4. 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) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06 Sectional marr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung 531/8"X72 Non -Impact FL18644.04 Horizontal Slider Casement Double Hun Fixed MI Windows PVCPW 52 %: x 76 L17676.2,9,16 Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-RS Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof He adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents eather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 w 0211112015 13:41 MD P.0021004 MIAMI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION I I80S SW 26 Sueet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RB.SOURCSS (RER) MWol, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (7M)315-2590 P (7d6) 3 M2599 NOTICE OF ACCEPTANCE (NOA) n".nsismid*dc.anykmnomv Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material tails to perform in the accepted manner, the manufacturer will Incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material tails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DF-SCR13MON: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactura or its distributors and shall be available for Inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan S. Collao. R.A. 4 .60ao--` e NOA No.: 13-0014.09 Expiration Date: 04/IS/19 Approval Date: 01/23/34 Page 1 of 3 02111/2015 13:42 r ffN4 P.0031004 A ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel malmnm Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions &Wdilesdops Description Weather Vent Vent: 4-1h" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flame: 24" x 52" Thickness: 0.0217 inch:._ . _._. MANUFACmm; LOCATiOIY 1. Jacksonville, FL EVmENCE SUBMITTP.D Test Aeencv Est Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002.02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVZD APPLICATIONS: Deck Type: Wood Deck Description. 11/33" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3%" x 46" opening centered between layout litres and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush any sawdust and debris. Installation: Vents should be evenly spaced on the near slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with I-y4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of i8 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration We: 04/1VI9 Approval Date: 01/13/14 Page 2 of 3 r 02111/2015 13:43 00 1211DY- ITill LimirrATiONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance Is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. S. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo. city. state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS o • ROOF FLANGE NAIL PLACEMENT END OF TMS ACCEPTANCE NOA No.: 13 0814.08 Expiration Date: 04/15114 Approval Date: MUM Page 3 of 3 r Florida Building Code Online Uncker kul Melr) 4- Page I of 1 rB52-110 anBusiness & Professional •a 1r norw owAmof xis Home I too in I user Reols mum i [tot Topic I submit Sum harle ! slats s Facts I Pu0lkatlorls I FSC SU R I eCls SKe Hap I Lints I Search I Busnes ) Product Approval ssa USER: Public UeProe Regulation Product Am_rwat MMu) Product at AobCoetbn search > AppllteHon Llat Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search ResuRe . Aeelirminns IM Manufacturer Validated By Status FLIS216-RZ Revision lnterWrap, Inc. Category: Roofing John W. Knezevich, PE 954) 772-6224 Approved History Subcategory: Underlayments AM" by Delp. APWCV&ta by OWR slail be renewed Will rauuw dy anarw tm awMn ChntaQ us :: 1940 Heigh Henree SOH- Tallahassee 1 32399 Awrie: e50-4e7.1e24 The State of Florida Is an WEED ernpibyer. ti'ot flbrida..: pmpp :: Amesslhlllty Statnnent Under Florida law, em ll addresses are pudic records. It you do not want your e-mall address released In response to a public-recuds request, do not send electronic mail to this entity. Instead, coman the office by phone or by volitional mail. 11 you have any questions, please contact ESo.497.1395. 'pursuant to Section 45S'n275(1), nor4a statutes. effective October 1. 2012. licensees licensed under Chapter 455. F.S. must provide it* Department with an ere address If they have one. The emalts provided may be used for official Commureohon with the hoe sm. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an anal address which can be made available to the public. To determine If you are a Ikensee under Chapter 455, F.S., please click p=. Product Approval Accepts: Crcd tS E https://www.floridabuilding.org/pr/pr_appjst-aspx 7/20/2015 Florida Building Code Online s Page 1 of 2 It RegulationBusiness & Professional tra r® fW&d acis Home 1 "0in I use. ""w"tbn I but Topxs I suarot suidu.ve I suss a Facts vuMluibns I rec StaffI eUs Site Mal)I uma I saran I Iusines Product Approval professi a, *USX11t;PubkUw Regulation McAott AeoroM Mama a Preoun or Aeelkehbn srxtn a txMation lbct a AoplloUon OoUd FL # FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtu pas* i nterwra p. com Authorized Signature Eduardo Lozano elozanottInterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 776) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i .I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity lntertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1 S07.8 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ I Q... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/04/201S Date Approved 06/23/201S Summary of Products FL a j Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Installation Instructions FI t S216 a2 11 201S 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FIIS216 R2 AE 201S 04 FINAL ER INTERWRAP RHINO IF FLIS216- R2.Ddf Created by Independent Third Party: Yes Marrt Contact Us :: 1940 North Monroe Street- Tallahassee FL 32199 PMne, 1IS"117.1924 The State or Rorlda is an ANEED emp"r. Cemrriobt 2007.2013 State ef nod".: • Privily Statemea :: fiatliftWLIUDUM :: Refund Statement Under Florida law, !mall addresses are public reWrds. If you do not want Your e-mail address released in response to a putit-MCOWS repue54 ee net Sand electronic man to this eray. Instead, tontact the office by phone or by traditional mall. It you have any questions. Please contact 650.487.1395. •Plesutrtt to section 455.275(1), Florida Statutes, effedlve October 1, 2012. licensees Irr>lMed under Chapter 455, F.S. must Provide the Department with an etrlad address it they have one. The emails Provided may be used for offitlat communication with the kensm However email addresses are public record. It you do not wish to supply a personal address, please provide the Departmele with an email address whites can be Rude available to the public- To determine d you are a licensee under Childor 455, F.S., please ctkk OM. Product Approval Accepts: 0®®® Cre itWE https://www.floridabuilding.org/prlpi_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZI Q... 7/20/2015 QOTRINITYIERD FVo111oTION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, llC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 F115216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 611320-3 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 5`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG: labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPuANcE: 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) 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) 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 nw faWmge nal appearing was "horded b7 Robert Nieminen PF. on 04/27/2o.. This does rot serve as an eMaronkalN sk ned doarment. Signed, sealed ha dmples have been tssun hied to tha Product Approval Admi isirator and to the named diem CERMCOMON OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, ]507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 2507.8.3,1507.9.3, 2507.95 on Healing 1507.2.3,1507.5.3,1S07.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 20D5 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST3S09) Physical Properties 100539395CDQ-006 03/14/2014 ITS (QUA]673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPr1Ous Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate SSimulatedSlate RhinoRoof U20 Yes INo INo I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section S herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. ExterW Research and Design, LLC. Evaluation Report 140S30.02.12-R2 Certificote of Authorization 49503 FLIS216-RZ Revision 2: 04/27/201S Page 2 of 3 TaINITYJERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/9' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cop nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver, 2:12 < Roof Slooe < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL./Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report W0S10AZAZ-R2 CertlfKote of Authorizotl0n #9503 FLISZ164U Revision 2: 04/27/2015 Page 3 of 3 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 TRINITY I 353 CHRISfIAN STREET, UNIT ERD OXFORD, CT 06478478 PHONE: (203) 262-924S FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL1S216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof Underlayments LASEUNG: 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) 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The faolmga tad appearbrg rn authorized by Roben N embnen, P.E. on 04/27/201S. This does not tens as an tlecvonlnllr Ngrned door ant. Signed, sealed hardroples have been tratnmined to the Predrxt Approval Adminbtratut and to the named dam CEIITIFICAT1ONOF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. 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. QOTRINi-rYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM OZ26 2006 1507.8.3,1507.9.3, 1507.9.5 on Heating 1507.2.3,1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 200539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395000-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven mated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. liwxnow 5.1 This is a building code evaluation. Neither Trinity IERO 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAatE 1: RooF CovER OvinoNs Underlaymerrt Asphalt Nall -On Tile foam -On Tile Metal Wood Shakes Slate or Shingles I I I I & Shingles Simulated Slate RhinoRoof U20 yes No INo I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM 0226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certificote o/Authorizotion #9503 FLIS216-RZ Revision 2: 04/27/201S Page 2 of 3 TRINITYJERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. fi4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sinele Laver: Roof Slooe > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure 124 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver. 2:12 < Roof Slooe < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA3673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificate ojAuthorizotion #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 Florida Building Code Online r r ` Page 1 of 2 Flop tA Mmprmlll Cr Regulation 159 P,O(&rpn% (yWof 9US Moms I tog 1n I user Registration ! ttot TOPKS I submit Surcharge I Slat: & Facts I wtrmtlons I FBC sae I SCIS Site Mao I Licata I Search Busin-es Professi - al ApprovalUSE: licUseer Regulation Pladud mr31 Menu > Aeohrntlan List > A009ation DOW r FL # FL16305-114 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcolllns®atlasroofing.com Authorized Signature Meldrin Collins mcollins@atiasroofing.com Technical Representative Address/Phone/Email 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 I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden Nr Validation Checklist - Hardcopy Received Certificate of Independence FL16305 R4 COI ATL33002.4 2014 FBC Product Evaluation Shinoles.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option O Date Submitted 06/291201S Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products h FL d i Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL16305 R4 If ATL13062.4 2014 FBC Product Evaluation Shinaies.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports F 1630S R4 AE ATL13002.4 2014 FBC Product Evaluation Shinoles.l7of Created by Independent Third Party: Yes Contact Us :: 1940 North Hance StreM, Taliahmsee FL MA" Phone: a50.407.1024 The State of Florida if an M(EEO employer. Comtleht 200)-2013 State of Flerlaa.:: Pdyam Statement :: Arcesslbaity Statement :: Refund Statement Under Florida law, email addresses are public records. 9 you do not wart your e-mail address released In response to a publtc-2cords inquest, do not send electronic maA to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.4e7.139S. 'Pursuant to Section 455.275(1), Florida Statutes, a fectrve October 1, 2012. toensees IkenAd under Chapter 455. F.S. must provide the Oepara — t with an email address If they have one. The emads provided may be used for official communication with the licensee. However email addresses are Pubis record. If you do not wish to supply a personal address, please provide the Department with art email address which can be made available to the pubic. To determine If you are a licensee under Chapter 455, F.S.. Please did but. Product Approval Accepts: go Credit @r https://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/201 5 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 1'" EDITION (2014) Manufacturer. ATLAS ROOFING CORPORATION 1ssuedJune 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Constriction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 20D9 PRI Constriction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136.02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-Di ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 20D9 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5876) ATL-169-02-01 ASTM D 3462 20D9 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles0TECHNICALSERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM O 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161. Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMIN Architectural ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime wlScotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® Shake ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfeld) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMaster® 30 & Basic Wind Speed (V„ O: Tough -Master® 20 Basic Wind Speed (V,sd): Deck (HVHZ): Deck (Non-HVHZ): Undertaymenl: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15f32 in. plywood existing construction. In accordance with FBC requirements, Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern* detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or "6 Nail Pattern' detailed below. W I Nails N 1' 12" • 4 Figure 1. GlassMaster® 30 & Tough-MastefS 20 4 Nail Pattem (Non-HVHZ only) 36• Nails 12" • } 1 L12• —•I, 2• 12• Figure 2. GlassMastef® 30 3 Tough -Master® 20 6 Nail Pattern ATL13002.4 FL 16305-114 Page 3 of 9 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ProlAMT" Architectural Basic Wind Speed (V„n): Basic Wind Speed (Vase): Deck (HVHZ): F Q J- Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or'6 Nail Pattern" detailed below. 30x K Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Mr N' Figure 4. Pro-LAMT" Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine 3 Basic Wind Speed (V,a1): StormMaster® Shake Basic Wind Speed (Vesd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ):. ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either *4 Nail Pattern' or *6 Nail Pattern' detailed below. l )>t ar T r TT U co O CI C—D C r 1_J I—' 1_• C-3 C' O O CJ 1_ M• CI C] a t=1 1=1 G r'-1 It 1 1 l I=— 1_ `-) U l 5 E. Q a` 1 Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) wuo+iaoenmo.u.nr COI IMn >A' 4)0 r] M o C3 C3 0 0 C3 C3 0 0 C3 0 0v M• 1700 21 0000 001M 00O CD CM i ) A' r L Figure 6. Pinnacle® Pristine and StorfnMaster® Shake 6 Nail Pattern ATL13002. 4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMast:erOD Slate Basic Wind Speed (Vu,): Basic Wind Speed (Vern): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattem' or "6 Nail Pattern" detailed below. 1' 9" Figure 7. StormMaster® Slate 4 Nail Pattem Figure 8. StormMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall noltly CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vwn : Basic Wind Speed (Vaw): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Alias Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. u• Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (Vwt): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vosd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 In. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 1' 1.2' - I 1 12 ga. 1-1/2'ring shank nail 12' j 1 Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-114 Page 8 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to undedayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code So Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 9 tz NSF No 74021 L lO:. STATE OF W .: CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will It acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. END OF REPORT ATLI3002.4 FL 16305-R4 Page 9 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE VH EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance. UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 15072.5, 1507.2.7.1. 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity PRI Construction Materials Technologies (TST5878) PRI Constriction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Constriction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5876) PRI Construction Materials Technologies (TST5878) PRI Constriction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109.02-01 ATL-116-02-01 ATLA 18-02-01 ATLA 19-02-01 ATL-123-02-01 ATL-125.02-01 ATL-127-02-01 Rev 1 ATLA 32-02-01 ATL-133.02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATLA37-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143.02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Standard ASTM 0 3161 TAS 107 TAS 100 ASTM D 3462 ASTM 0 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM 0 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM 0 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM 0 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM 0 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ATLAS ROOFING CORPORATION Asphalt shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02.01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster8i 30 ASTM D 3161, Class F fiberglass reinforced, 34ab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-MasterQs120 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime wlScotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfreld) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002.4 FL 16305-R4 Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMastef® 30 & Basic Wind Speed (Vu,): Tough-MasterO 20 Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 4 ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In aocordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new constriction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or *6 Nail Pattern' detailed below. W 4 Nails 1 s 12-12- Figure 1. GlassMasterO 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) W. Nails 12I" • . • • Qc'p 12' ---12' Figure 2. GlassMasterO 30 & Tough -Master® 20 6 Nail Pattern ATL13002.4 FL 16305-134 Page 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles ProLAM'" Architectural Basic Wind Speed (V,n): Max. 194 mph Basic Wind Speed (Vow): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. Underlayment, In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installation (Non-HVHZ): Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattern* or '6 Nail Pattern' detailed below. bW Figure 3. ProLAMTM Architectural Shingle 4 Nall Pattern (non-HVHZ only) W.aV ..0"s90"n.wti wo.s. mr r nr 63 c a w• I L Figure 4. Pro -LAM?" Architectural Shingle 6 Nail Pattern ATU 3002.4 FL 16305-114 Page 4 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnac" Pristine & StortnMaster® Shake Basic Wind Speed (Vot): Basic Wind Speed (Vew): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or'6 Nail Pattern" detailed below. we 170. w.""1rwiaM na Yruld 1 1 / 17 V7• -•j 1• - 13 m IC:XCD 000 OOI-3 C1 C3LIL-3C O I E chi L1 l_ 1-1 =1 L.: C.D -_1 :_71 r_ 1! M• F Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) r 3W Figure 6. Pinnacle® Pristine and StormMasterO Shake 6 Nail Pattern 1 ATL13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMasterOD Slate Basic Wind Speed (Vwi): Basic Wind Speed (Va,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction: Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacture's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or *6 Nail Pattern' detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. StormMaster® Slate 6 Nail Pattem ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V,m): Basic Wind Speed (Veld); Deck (HVHZ): 1acr • r Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. i• u Figure 9. Pro -Cut® Starter Strip ATI-13002.4 FL 16305-114 Page 7 of 9 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (Vuu): Max. 194 mph Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12 ga. 1-1/2" ringI shank nail 12" I I Figure 10. Pro-CuND Hip & Ridge ATL13002.4 FL 16305-114 Page 8 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which Ihis report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles0TECHNICALSERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-R or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. P-- A F' 2015.06.2R' 1V 74021 9 12:55:48No 04,00 73STATE OF :•` ox\ 5A, Zachary R. Priest, P.E. Florida Registration No. 21 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. END OF REPORT ATL13002. 4 FL 16305-R4 Page 9 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. ThIs evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. A oe Florida Building Code Online so rlf% + Page 1 of 2 Business & Professional Regulation ram ® Roadi p id xLs rake I Log Io I user "Istrsuw, i Toaa I swmi swd, I SIRS a F.ds I weeonons I rec Stan I DOS Me Mop I Link I seam, I Bus nesvl product Approval Pro essi al uWa ftaic usv Regulation GtemsLe orwM Menu s media ar Aodnation Sraiers s ao20alm Un > Apprlodon Daum FL g FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W Clifton Street Tampa, FL 33634 813) MM-0444 lyle.pestow@aan-metals.com Authorized Signature Vivian Wright rickworwbldgoonsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 3. King, P.E. V. 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 Standard Yesr ASTM E330 2002 Method 1 Option D https://www.floridabuilding.orglprlpr_app_dti .aspx?pamm=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 o ACMm AMERICAN CONSTRUCTION METALS S140 west CURon Steer Tampa, FL 33634 TRIPLE 4" & "QUAD 411 ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2p14) Ronda Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be cis listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed property to receive loods from the soffit and/or T x T batten strips. 5. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9 TAKE OF COMMON SHEET tl I DESCRIPf1ON 1 TYPkol elevoibm a geneld notes 2 Ponel decals 3 soffit detalb & design pressures 4 Soffit detaft a design ssures S Soffit detolk design pressures 6 bR of materials TRIPLE 4 U4 744121.0115-TIM9 T4414t0137DG 1Q QUAD 04 C*j*121.011514C[) a4014 tB13FTKM 1E, N.T.S. In: A c W. LFS X" N0, FL- 12019.) r1 1 M 5 ROOF FRAMING ALUMINUM ROOFOVERMANG ROOF 1- ROOF OVOWANG ROOF OVERHANG SPAN ' A ' f 1 * i n TRIM l SOFFIiJ (MU OR SOFFIT IYU OR w000WOOD SEEDEINL'A' FRAMED rIL C FRANEO SEE DETAIL' B' SEE DETAIL' D' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w[)-CHANNELS Shown w/ vtm/hNNn9 antilera) (Shown w/ mwdrrdnft conUkvd/ TRIM NAIL ATTACHED THROUGH FASCIA NOTE: 016' O.C. MAX. — FOR SQUARE CUR OVEHANG, JINGLE SPAN LENGTH DESIGN PRESSURE (PST) A- POSn1VE NEGATIVE r 70.0 141.0 IV 60.0 60.0 Ir 50.0 50.0 14' 38.5 36.5 16" 30.0 30.0 Nutt: wvw rKArAwv A"N W""LA.l vm .w m DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORD 5 IlfY'MAX. i DETAIL " B " F-Channel STAPLES INSTALLED 0 ENDOFPANELAND J_ B' MA)L O.C. SEE DETAIL 'J ". SHEET 51 1/SMAX — DETAIL"A" Fascia STAPLES INSTALLED 0 24' O.C. ONTO WOOD) ON FCHANNEL LEG OR i-NAIL 0 17 O.C. ONTO WOOD OR MASONRY) STAPLES INSIALLED 0 17'O.C. ONTO WOOD) IN F-CHANNEL SLOT OR T-NAIL 017 O.C. ONTO WOOD OR MASONRY) TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24" O.C. INTO FRAMING ROOF .` FRAMING . .' F o n oR i ALUMINUM u " •` FASCIA v TRIM 9 Zoe 1 SOFFIT (MU OR V d ww SEEDETAII"AFIIA pa SEE DETAIL"C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL Na: shownw/ trum/rrdn*g anUlem) MAX. s MAX. STAPLES INSTALLED 017 O.C. (IRO WOOD) IN 1CHANNEL SLOT OR "All 0170.C. DETAIL " D " J- Chonnel Fascia STAPLES INSTALLED 017 O.C. ONTO WOOD) N J{HANNEL SLOT OR T•NAIL 017 O.C. ONTO WOOD OR MASONRY) STAPLES LOCATED 8 J 24. O.C. INTO FRAMING p; ql I' MAIL DETAIL " C" J- Chonnel mtv orJK SUBSTRATE NOW: a LFS I. WOOD SUBSTRATE G = 0.42 OR BETTER oR+s+o ro 2. MASONRY SUBSTRATE: 3JXD PSI CONCRETE (ACT 301) FL-12019.1 OR HOLLOW BLACK (ASTM C90)• ye y 11EM DESCRIPTION MATERIAL I FASCIA .021 S' THK. AL 3105 - H 14 ALUMINUM 2 r CHANNEL .0155- THK. AL 3105 - H24 ALUMINUM 3 F CHANNEL.01W7HK. Al. 3104 - HI9 ALUMINUM 5 QUAD 4 PANEL Al )5 OR.013Y'THIC71 AL 3105 ALUMINUM 6 TRIPLE 4 PANEL 1.0115 OR A135-THICK) AL 3105 ALUMINUM 7 015 x 1.'1/4•TRIM NAIL S.S. 8 1T GA. X Ihr SS STAPLE / 7/r MIN. EMBEDMENT) STEEL 9 r X 2• BATTEN STRIP )G=A2 OR BETTER) WOOD 10 APA B{- GROUP 1 EXT. 15/37 PLYWOOD OR BETTER WOOD 11 097' DM,. T-NAIL jWf S/r MIN. EMBEDMENT) STEEL 12d X 31/4` ND. GALV, STEEL COMMON NAIL O ZC O.C. w/ 131, MIN. EMB. DETAIL" H " DO VETOTCAL FRAMING (G>-0.42) ATTACH w/ 2-0d COMMON NAILS O TOP 10 ROOF FRAMING ROOF CVERMANG SPAN " A " ROOF RING 1 1 1 I 2d X 3-1/I" ( _ I_ ` _ EMU ORH.D.GALV.SIEfl ----- . I — ------- COMMON NAA021"O.C. SEE OETAR'A•` gJ—__---_ W000 w/I-NrMN.EMS. (SHO3) - J FRAMED J/// CONTINUOUS SEE DETAIL "H BATTEN 0 C: 8 )• j STAPLES INSTALLED O -- STAPLES INSTALLED O END OP PANEL AND 84D OF PANEL AND i r MAX O.C. 81 Mokx O.C. SEE DETAIL •JI -- -- --- (SEE DETAIL•JI a 6 DETAIL " I " C. MAX. ULIAIL"J" TWIN SPAN LENGTH w/CONTINUOUS BATTEN T6" DESIGN PRESSURE (PSO POSITIVE NEGATIVE 70.0 70.0 I r 66.5 66.5 2V 60.0 60.0 27 54.5 54.5 24" 50.0 50.0 E f SEE DETAIL"B' S o pig g g=g d e SHEET 31 -1 a • d o o E a j SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN. Shown w/ UusV"rring cantilever) SPAN ' A ` ROOF OVERHANG Sff DETAIL"G" SHEET 41 ROOF FRAMING SEE NOTE 2 I — 1 I N. i i ;. I I EMU OR WOODO S DEIA0.•I- 8 11 FRAMED SEE DEVIL i SHEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN Shown w/ truWtm-ing overhang) CONNECTOR NOTES: I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE G - 0.42 OR BETTER 2.12d COMMON NAIL OR 311C IIW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE 3= PSI CONCRETE (ACI301) R1 (M.1.1 hr EMBEDMENT) O 2C ON CENTER OR HOLLOW BLOCK (ASTM C90). 1. 0^ LFS xm .o: FL-12019.1 n-a s 41 Florida Building Code Online Page 1 of 3 18504.2 ProfessionalRegulation 15 tSOS (tome I Log In I User Registration { Not Topics I Submit Surcharge Stats a Facts I Publications FBC Stag ` BCIS Site Map Unxs E Search Product ApprovalOrwUSER: Public bier ProOuct Aoaroval Menu > Product or Aoolkatbn SearM > Application List > Application Detail FL # FL18SO4 Application Type New Code Version 2014 Application Status Approved Comments Archived L Product Manufacturer MI Windows and Doors Address/Phone/Email 6SO West Market Street Gratz, PA 17030 717) 36S-3300 Ext2S60 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 Z 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. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence FLISSO4 RO COI FL COI.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.S.3 Product Approval Method Method 2 Option B https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an erhaa address which can be made avaltable to the public. To determine It you are a kenSte under Chapter eSS, F.S., please Click here . Product Approval Accepts: ER® Credt Card Sete https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 1D7 3/8" COMBINED WIDTH W 1 6 FRAME HEIGHT WINDOW WINDOW MULLION SOAN) I-- 107 3/8" COMBINED WIDTH W 1 1- w2 ar FRAME LOW 19/ HEIGHTMULLION SPIN) 107 3/8" COMBINED WIDTH W 1 -jr- w2 83" I WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPAN) w1 -- IF- W2 107 3/8' COMBINEC WIDTH assign Prossuro rodng (pd) Units ancAorod Into wood ft Ing Mullion span n) T butsN WIdt11 n 1913 2As0 3R00 1200 00N4. 0 2& 00 130.0 130.0 13D.0 130.0 13D.0130.01 .0 127.2 121.0 127.01207 94.3 77.9 738 721$200 92.4 70.8 50.0 81.14.- 442 03.03 88.8 85.8517 47.37200 77,8 W-145.0 41.4 DO 8Z/ 45. 9 29.1 24.9 107 3/8" T OMBINED WIDTH T w1 -{ W2 e3" L 1FRAME WWINDOWHEIGHT MULLION SPAN) I l i F_ t07 3/8" COMBINED WIDTH - W1 11 2 ! 83„ J WINDOW I FRAME HEIGHT NDQ /jMUM MULLION SPAN) W1 -- Wz 107 3/8" COMBINED WIDTH REV DESCRPTION DATE I APMM A REVISED INSTALLATION DCTALS 08/07/15 1 R.L. 107 3/8" COMBINED WIDTH WI - I W9 I 83. I r- J WINDOW J FRAME HEIGHT WINDOW 1. MULLIONf SPAN) I A. APPROVED CONFIGURATIONS MULTIPLE UNTS MAY8E MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3A1•'AS SHOWN HEREIN. Design pr=- rating (pslJ Unitaanchored Into maaon conerota Mullion span on) Tributary 1& 13 12&5013&00R4& width n 4&00 sz13 21OR 130. 0 130.0 130.0 130.0 130.0 37.30 130. 130.0 30.0 130.0 130.0 003 130. 0 130.0 130.0 130.0 130.0 6200 130. 0 115.4 87.8 73.9 71.5 0463 130. 0 98.8 729 80.5 5&2 7200 99. 3 72A 54.0 44,0 420 OR 82. 1 45.0 331 29.1 26.,3 24.9 LARGEAND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND OD NOT INCLUDE FLANGE W i -- I I-- W2 107 3/ 8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND OP CHARTS DRAM+. you No. c• V.L. 08-01445 A s-4LE NTS ICAX 01/11/12 -2 OF 3 SIGNED: 0810712015 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rilomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line. M-1926 -Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components. mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 X 0 51 •• TAT 0 F N s/ONA// 1111 I\ G\ Lbis R. Lomas, P.E. FL No.: 62514 08/07/2015 t' Florida Building Code Online Page 1 of 4 FL17676.16 r FMRro DpMTMd Bps Nome I Log In I user Regktrauon 1 not Topics I submit Surcharge I Stals 6 Facts I Publication FSC Stag ( Bps site Map Links search Busines a' Product ApprovalProfessiVialUSER: PYDIIt User Regulation Product kOWD"l Menu > PloAutt Or AOOlkatbn Search > Application List > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE GG Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/201S https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL >Y I Model, Number or Name Description 17676.1 3540 SH 3604 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 If Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 Il Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 1 44x84 Fin Frame Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 11 FL17676 RI. 11 Install - 3540 SH Fin ASTM E1300-04. S2x84.Ddf 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 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other:LC-PG35 FL17676 R2 11 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Umfts of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 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 R2 11 08-01372 S11989.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 4402 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/201.7 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.0f Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 48x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B 11.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fly 5262.0f Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 11 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 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 R2 II 08-01514 512141.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 Fls 52x84.odf Created by Independent Third Party: Yes 17676.15 3S40 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 lI Install Instructs - 3540 SH FIN 4802 (As Testedl.odf 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 EL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 , Design Pressure: +35/-SO Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74.odf ASTM E3300-04. Venfied By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eadr Q Contact US :: 1940 North Monroe Street. Tallahassee FL 32399 Plane: 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-mall address released In response to a public -records request, do not send electronic mail to this entity. instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.27$(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 8 they have one. The emalls provided may be used for of ial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick ft=. Product Approval Accepts: Cr1cl.It rFE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 I Validator / Operations Administrator) MI Windows S Doors, Inc. P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below'is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval Is based on sucbessful completion of tests, and the reporting to the Administrator of'the results of tests, accompanied by related drawings. by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMA/CSA 1011I.S. 2IA440-08 LC-PG35'-2731x1867 (108x74) Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, Inc. 3540 TRIPLE SH (FIN) FRAME SASH Code: MTL 10817 PVC)(O/X.O/X.O/X)(IG) 2731 mm x 1%7 mm 860 mm x 919 m mINS GL)(REINF)(TILT)(ASTM) 9'0" x 6'2") 2'10" x TO") 2. This Certification will expire April 12, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01-109.47 Date of Report: May 7, 2013 Date: May 8, 2013 Cc: AAMA JGS ACP- 04 (Rev.1/11) Validated for Certification h, 4A- 14teldLaboratories, Inc. Authorized for Certification American Architectural Manufacturers Association 2' typ. 2' typ TT 2' o.c. Max. L n A-*A*CLEARANCE ALL FOUR SIDES) WHICH ELEVATION 108' FLASH 13r aTHE Anchor See Section Details) a Min Edge &' SILL DETAIL HEAD DETAIL SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing fln before fastening. IM AS OUIRED DRYWALL OWN WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD. . Notes: 1. Installation depicted based off of structural test report f C7327.01-109-47. 2. Wood screws shall satify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck Installations are assumed 2x S—P—F (0-0.42) or denser. Duck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck stall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non — compressible type. 0. These drawings depict the detals necessary to meet structural load requirements. They do not address the air infiltration. water penetration. Intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108- x 14' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) S THINC Mtn Ede Distance °4° V.M.R. 8— au..n an 9 20-09 INSTALLATION INSTRUCTIONS FIN— FASTENER SCHEDULE 1Q0' JAMB DETAIL " am" 3540 Single Hung NONE I Cr 1 Windows & Doors Continuous Head and SillGratz, PA 1 &%0 SH CSH FIN — Florida Building Code Online FL17676.9 Page 1 of 4 St RegulationProfessionalBusiness Fb W DpMTff(d Busiines / y/ Professi 'Ial BUS Home I Log in I user Registration USER: Produd cUserAppl UsfR: abut user FG— I Hot Topic I Submit surcharge I Suits a Foss I Publics I FBC Stall ` Gas Site Map Links search Regulation Produn Approval Menu > Product or Application Search > Application List > Appiiotion Detail FLOC FL17676-R2 Application Type Revision Code Version 2014 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlingar@miwd. com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE 66 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 Year 2008 https: Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products i FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 12 C CAC APC 3S40 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. 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 E 1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certifi cation Agency Certificate Approved for use in HVHZ: No L1F7676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other- R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118S4B 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 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 R2 II 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3540 FLS 36x84.udf Created by Independent Third Party: Yes 17676.10 3S40 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 44x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S118498 1247.odf Created by Independent Third Party: Yes 17676.11 3S40 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01373E 11.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 3540 SH S2x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 I I FL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 11 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 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 R2 11 08-01514 512141.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 Fls 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 4802 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-309-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.[G.FIN.48X72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 I[ Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 j 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 I1 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: 8adn Nett Contact us :: 1940 North rlonme Street. Tallahassee Fl. 32399 Plane: 850-487-1824 The State of Florida Is an AA/EEO empbyer. Copyright 2007.2013 State of Florlda.:: Pdvm Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -nail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 850.407.1395. -Pursuant to Section 455.27S(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 0rensee. However email addresses are public record. If you do rot wish to supply a personal address, please provide the Department with an email address whir can be made available to the public. To determine of you are a licensee under Chapter ASS, F.S., please click b». Product Approval Accepts: Credit fA r! FE https://floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Validator / Operations Administrator) MI Windows S Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described belowis hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, acoompanled by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANMMA/CSA 101/l.S.7JA440-08 LC-PG40--914x2134 j36x84W Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Windows & Doors, LLC 3540 SH (FINLESS) FRAME SE2'11") Code: MTL 7157 PVC)(O/X)(IG)(INS GL) 914 mm x 2134 mm 867 mm REINF)(TILT)(ASTM) 3'0" x 7'0") 2110" 2. This Certification will expire July 27, 2020 (extended from July 27, 2015 per AAMA 10344a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: B1910.01-109.47 Date of Report: August 1S, 2011 Date: April 16, 201S Cc: AAMA JGS ACP-04 (Rev. 1111) Validated for Certification h, 4UL tact Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association 36- MAX. FRAME WIDTH 4" MAX T_ ANCHORS TO BE EQUALLY SPACED, SEE ANCHOR CIIART SHEET I FOR UNIT SIZE AUD ANCHOR OUANTITY I A" MAX. 1- I 84" MAX. FRA:AE HEIGHT SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors eked at each jamb HaiyM in) PanaL dll(In) 21A 30.0 30.0 24.0 2 2 2 30.0 2 2 2 30.0 3 3 3 42.0 3 3 3 48.0 3 3 3 4.0 3 3 4 00.0 4 4 4 ee,0 4 4 4 T2A 4 4 5 feA 4 4 5 84.0 4 5 5 oe:Lw vno>I I dre .nonp2p NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MFu4UFACTUREO TO COMPLY VrITH REQUIREMENTS OF THE FLOTtIDA BUILDING CCDE. 2) WOOD FNAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERL( TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND M<SCNRY OPENING IS THE RESPONSIBIUFf OF THE ARCHITECT OR ENGINEER OF RECORD. 3) iX BUCK OVER MASONRY/CONCPETE IS OPTIONAL. WHERE 1X SUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILIrf OF 114E ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF T-HE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID P.C. 6) SASH UNITS MUST BE RERIFORCED WITH GaL-451-020 STEEL REINFORCEMENT. MEETING RAILS MUST BE REINFORCED WITH P.F-104S-020 STF_EI. REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ISTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR T:IIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR, WITH LOAD SEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. RJ.XIWUM ALLCWABLE SHIM STACK 10 BE 1/4". 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE 'WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANQ- INSTALLATION DETAILS. II)FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT SE USED IN SUBSTRATES WIiH STRENGTHS LESS THAN THE MINIMUM SIRENGTH SPECIFIED BELOW: A. W000 — MINIMUM SPFCIFIC GRAVITY OF 6: 0 47 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.122 PSI, C. MASONRY — STRENGTH CONFORMANCE TO AS7M. C-90. MWE N. TYPE I iOR GREATER) TARI.F_ OF CONiFNT, ISHEET1:0 1 DESCRiPTiON ELEVATIONS, ANCHORING LAYOUTS AND NOTES 2 — 3 1 INSTALLATION DETAILS SIGNED: 1012112011 MI WINDOWS AND DOORS x0tiiiil/l// 650 KET TREETWESTA1R7030S0370 B GENS 9di G ANTZ. PA 0SERIES3540FINLESSPVCSINGLEHUNGWINDOW I NON -IMPACT 36" X 84STEELREINFORCED ANCHORINGELEVATION, ANCHORING LAYOUT AND NOTES 5,o4 &' p TATE Of e ip-'40Ittolt osS/oNA,1e, Iquu>r: V.L. am; No. 08 S011372 aEv YlltNTS 10/17/11 1 OF 3 2Y DUCK/WOOD FRAMING —•\ BY OTHERS. 2X BUCK TO BE PRUPEP.LY SECURED FLANGE TO BE SET IN BED OF APPROVED SEALANT EXTERIOR FLANGE TO BE SET IN BED OF APPROVED SEAJANT 1 /K' MAY. J SHIM HEAD 10 BE SET IN A BED OF APPROVED CONSTRUCTION: SELAI4T INTERIOR SILL TU BE SET IN jBEO Of' APPROVED CONSTRUCTION ADHESIVE i/A" MAX. j SHIM 2t BUCK/WOOD FRAMING B: OTHEPS. T4 BUCK TO VERTICAL CROSS SECTION BE PROPERLY SECURED 2XBUCKANOODFRAMINGINSTALLATION RCmim4S OC:CRiPigN i 3/TE' MId. 1/4" MAY. EMUEDMENT 51IIM 8 WOOD SCP,LW 1 INTERIOR V. BUCK/WOOD FRAMING BY OTHERS. 2h BUCK 10 BE PROPERLY SECURED I'LANGE i0 SE f EXTERIOR SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X BUCKANOOD FRAMING INSTALLATION NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHO:.'N FOR CIARIlY. IY7E I ppo(w0 DOORSMIWINDOWSIwDOWESTft I'L, 0,$f MMARKETGRANTZ. PA 17030-0370 TREET\\\ J\St V\ GENsF f 0,, 8 6 1' SERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED — NON —IMPACT 36" X 84 INSTALLATION DETAILS 0+• $$5$TAT OF tv` s '° O Rvot G\: L•RAI.M o No. Rev OB 372 js ONAj1 a\\s cu[ cnle SOr NTS10/17 11 2 OF 3 mAiAmPY;'COu('RETE BY OTHErS OPTIONAL IX DUCK DY UT1IEI:S. IX 85' TO BE ROPERLY SECURED. CEE NOTE. 3 SHEET I r V,Nu r0 BE SETIV BEO OF APPROVED SEALANT EXTERIOR Ful,NGE TO BE SEIIN BED OF APPROVED SEALAIJT OPTIONAL 1X BUCK Bf OTHERS, I BUCK 10 BE f ROPr_R0 SECURED. SEE MOTE 3 ;IIEEr 1 i I / e MAX. SHIM HEAD iO BE _ET IN A BED OF APPROVED CONSTRUCTION SEALANT INTERIOR SILL 10 BE SET IN BED APPROVLO ONSTR1cTION ADHESIVE 1/4' MAX. SHIM VERTICAL CROSS SECTION MASONRYICONCRETE INSTALLATION FE OLSU41krr are AWWL?.CD 1 1;'4" MIN _L _- _ 1/4" MAX. EMBEDMENT I SHIM r /lh" IAPCON UY OTHERS I INTERIOR I e— 2 E MIN. I EDGE Dlsr. OPTIONAL IX BUCK. BY - , EXTERIOR OTHERS. IX BUCK. TO DE ROPEHLY SECURED. SEE `- FLANGi: '10 BE 1407E 3 SHEET 1 SET IN PED OF APPROVED SEAI.PJIT HORIZONTAL CROSS SECTION MASONRYICONCRETE INSTALLATION NOTE. INIERIOR AND EXTERIOR. FINISHES. BY OTHERS. O t1CRETE NOT SHQtYi1 FOR CLARITY. 9 ) OTHERSEPS MWINDOWS tR II`O 650 M R ET STOOKS J`S CRANTZ. PA 17030-0370 r••VGENSh;9,p SERIES 35a0 FINLESS PVC SINGLE HUNG wIN00w 0,..8 5 *- STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS o r0: TAT I Z 0 • : Q a scO owerr0rc. 08 - r,_-vC-,ALf 14i9ONAIt a arcruaa72NTS10/17/11 3 OF 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window— Non -Impact Report No.: 511989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supporting TecbnlcaJ Documentation: 1. Approval document: drawing number 08-01372. titled Series 3540 Finless PVC Single Hung Window — Non - Impact, signed and sealed by Luis Roberto Lomas P.E. 2, Test report No.: B1910.01-10947, signed and sealed by Michael D. Stremmel, P.E. Architectural Testing, Inc. York, PA AAMAWDMA/CSA 101/I.S.2/A440-05 Design pressure: +40.10/ 50.13psf Water penetration resistance 6.06psf 3. Anchor calculations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +40.0/-50.0 psf Maximum unit sae: 36" x 84' Units must be glazed per ASTM E 1300-04. Frame and sash material: Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This product is not rated to be used in the HVHZ, This product is not impact resistant and requires impact protection in wind borne debris regions. Installation: Units must be Installed in accordance with approval document, 08-01372. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also. I don't have nor will acquire a financial interest in any other entity involved in thb approval process of the listed'product(s). 1of1 0?,625 • itr _ fir TAT OF • t ONA; 1\ Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 A Florida Building Code Online Page 1 of 4 FL17676.2 :777 RegulationBusiness & Professional r fI01k DpMTff,d liaS Moore I tog in I User Registration I Hot Topic I submit surcharge I suits 6 Facts I Publications I Fac Staff [ aas site Map I links ( search I Busines kProfessil Product Approval I JUSfR: PuDOt User Regulation Product Approval Menu > Product a Aopllotbn SearM > Aontlotbn List > Application Detall FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 16 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/201S 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 VW d" I Owethm Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below It hereby approved for fisting In the had Issue of the AAMA Certified Products Directory. The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings. by ad AAMA Accredited Laboratory. 1. The listing below will be added to the ne3d published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAwDNU4ICSA101fI.S?1A44048 LC-PG40'-014x2134 (36x64W Negative Design Pressure = -W psi COMPANY AND CODE CPD NO. SERIES MODEL'S PRODUCT DESCRIPTION MA)aMUM am TESTED MI NMdows & Doors. LLC 3S40 SH (FIN) FRAME SASH 71S8 PVCXOnQ(IG)(INS GL) 914 mm x 2134 mm 867 mm x 892 mm Code: IN7'L REINF)(TILT)(ASTM) 3'0" x rw) 2110" x 2'11") 2 This Certification will e)VIre July 27, 2020.(extended from July 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: B2133.01-109-07 Date of Report August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h, 44L14J=boratories, Inc. Authorized for Certification Q" Amer'AmeriaJ Architectural Manufacturers Association Florida Building Code Online Page 3 of 4 IEvaluation Reports ICreatedbyIndependentThirdParty: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin S2x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No OS/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 11 FL17676 R1 11 Install - 3540 SH Fin ASTM E1300-04. 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 R2 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +3S/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-012S2B 7.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 12S2.odf Created by Independent Third Party: Yes 17676.9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 117676.10 13540 SH 144x72 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: LC-PG35 Certification Agency Certificate FL17676 R2 C GAG APC 3540 FLS 44x72.odf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL17676 R2 II 08-01247E 10.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.odf Created by Independent Third Party: Yes 117676.11 13540 SH 148x96 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: LC-PG30 Certification Agency Certificate FL17676 R2 C LAC APC 3540 FLS 48x96.odf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL17676 R2 II 08-01371811.0f Verified By: Luis R Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 1 of 2 r Paida DepaMr Md Bcts Moore I Log In I user Registration Mot Topics I submit surcharge I suits S Facts publications FBC staff acts site Map Links search Busines Professi al USER. publVER. Puboduct Approval ic user Regulation ProouR Aporwal Menu > Prpoutt or Aeolltatbn Smrtli > Application List > Application Detail FL # FL18644-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments 02/18/2016 v.date. set to reapply per SAUrich*s req.zb.02/2S/16 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2S60 bsitlingerpmiwd.com Brent Sitlinger bsitlingeromiwd.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Gb Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S. 2/A440 2005 AAMA/WDMA/CSA 101/l.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/18/2016 Date Validated 02/25/2016 Date Pending FBC Approval Date Approved 02/25/2016 hups:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiGtg5bCXRsfAEr... 5/10/2016 Florida Building Code Online Page 2 of 2 FL # Model, Number or Name Description 18644.1 13500 PW 81x63 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: FW-LC50 Certification Agency Certificate FL18644 R1 C CAC MI Windows - 3500 PW B9102 81x63.odf Quality Assurance Contract Expiration Date 04/30/2021 Installation Instructions FLIS644 R1 II 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 Rl AE 513610.odf Created by Independent Third Party: Yes 18644.2 3500 PW 8143 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS644 Rl C CAC APC 3500 FLS 81X63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2017 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 FL18644 Ri If 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS644 R1 AE 513610.odf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS644 Rl C CAC APC - 1`1910,01,odf 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 FLIS644 RI If 08-02858.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 RI AE 513666 F1910 2858.odf Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 RI 11 08-02859.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 Rl AE 513667.odf Created by Independent Third Party: Yes Contact us :: 1940 North Monroe Street, Taflahassee FL 32399 Phone: 850.487.1824 The state of Florida is an AA/EEO employer. Copyright 2007.2013 State of Fbrroa.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section ASS 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter ASS, F S. must provide the Department with an email address If they have one. The !maps 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 ASS, F.s., please click btu. Product Approval Accepts: M Credit7AFE https://floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDquIGtg5bCX RsfAEr... 5/ 10/2016 NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SIIALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. S. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PVBLIS14ED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED 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 SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS I REv I DESERIPTIDN I DATE I APPRME) 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SI4APES ARE NOT LIMITED TO SHAPES SHOWN HEREIN 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES 350OPW. 3500T, 3500SDLITES. 350OSP. 3540PX. 3540T, 3540SOLITES. 3540SP. 325OPZ, 3250T. 325OSDLITES. 3250SP. 3240PW. 3240T, 3240SDILITES. 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES. 3500HPSP, 3580WP, 3580T, 3580SDLITES. 3580SP. S-350OPW. S-3500T, S-350OSDILITES. S-3500SP. S-354OPW, S-3540T, S-354OSDLITES. S-3540SP, M-3500PW, W-350OPW, W-3500T, W-3540PW. W-3540T, W-354OSDILITES, W-3540SP, 1255PW. 1255SP. 128OPW. 910SP. 1255HPPW. 1255HPT, 1255HPSDLITES AND 1255HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS SIGNED: 0211712016 M650 IWDOWMARKED DOORS TRE`o z'''' GRATZ, PA 17030-0370 J\S r,•G NS•,JT 0 6 *= SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT NOTES pTAT E OF ; t V\ DRAWN: DWC NO. REV0RTC; N.G. 08-02859 z.01ONAj10 __\ 11sv NTS °"R 02/04/16 SHEET 1 OF 3 96" MAX. FRAME WIDTH 2" MAX — 10 MAX - 2' MAX O.C. 60' MAX. FRAME HEIGHT Ul SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION rDESION PRESSURE RATING IMPACT RATING 50.0%60.OPSF NONE NOTES: i. MAXIMUM D.L.O.: 92_ X 56' 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #1 Height 2" MAX J SEE CHART /jl FOR NUMBER OF ANCHORS 2" MAX J KNIS10Rs ocscmpnoN arc I MPROYM SIGNED. 0211712016 MWINDOWS ANDDOORS R 04111 650WEST MARKET GRATZ. PA 17030-0370 GENS s 0 SERIES 3500FIXEDWINDOW96" X 60" NON -IMPACT ELEVATION eU cav p E OF : , IORtO; G\\: oiuwN oweNo. REV N.G. 08 02 59 E oAIE NTS 02/04/16 2 OF 3 APPROVED SEALANT BEHIND FIN Q6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE H6 WOOD SCREW APPROVED -- ---- — SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR SJON incvDESGPnPnDNIDATEIAPPRMD WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4" MIN. EMBEDMENT APPROVED J SEALANT BEHIND FIN 3/8 MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 1 /4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED IN ACCORDANCE WITHASTM E2112 BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON —IMPACT FIN INSTALLATION DETAILS DPAWN: DwG NO. N.G. 08-02859 SCALE NTS D'TE 02/04/16 y'C°3 OF 3 SIGNED: 0211712016 G •NSFgit pE R10 • L. Roberto Lomas P. E. 233 W. Main St Danville, VA 24541 434-688-0609 rllonias@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market Street Gratz, PA 17030 Product Line: Series 3500 Fixed Window 96' x 60' - Non -Impact Engineering Evaluation Report Report No.: 513667 This product also labeled under the following names: 3500PW, 3500T, 3500SDLITES, 3500SP, 3540PW, 3540T, 3540SDLITES, 3540SP, 325017W, 3250T, 3250SDLITES, 3250SP, 3240PW, 3240T, 3240SDLITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 3580WP, 3580T, 3580SDLITES, 3580SP, S-3500PW, S-3500T, S-3500SDLITES, S-3500SP, S-3540PW, S-3540T, S- 3540SDLITES, S-3540SP, M-3500PW, W-3500PW, W-3500T, W-3540PW, W-3540T, W-3540SDLITES, W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES, and 1255HPSP Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 611320-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02859, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: B9102.01-109-47 signed and sealed by Michael D. Stremmel, P E. Architectural Testing, Inc., York, PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: t60.15psf Water penetration resistance 7.52psf 3. Anchor calculations, report number 513667-1, prepared, signed and sealed by Luis Roberto Lomas P E. Limitations and Conditions of use: Maximum design pressure: +50.0 -60.0psf. Maximum unit size: 96' x 60' Units must be glazed per ASTM El300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02859. Cerdrication of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s) 1 of 1 0111111 ///i // SR•*L0 GENSF•'d' 0,-V5 , >tr p • , TAT OF • OR Luis R. Lomas, P.E. FL No.: 62514 02/232016 Florida Building Code Online l vnr—-e-t =1 b Page 1 of 3 Pone- I _ FU 5337.0(n Business & Professional Regulation r piOMM10f SCIS Hans I Log In I user Registration I Hot Topics I SW n it swftrge 1 stats a Facts ! Publications I F8C Staff I aCIS site Map I Links I Search I Bus nes ) I product ApprovalProessiUSER. public tier Regulation y > Wguet or •ealkattan Search.> Aenftiatlen List > Appnatlon DMU FL tt FL35332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 36S-3300 Ext 2560 bsitlinger®miwd.com Brent Sltlinger bsitlinger®miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I ! Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE El Validation Checklist - Hardcopy Received standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 W1I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A https://www.floridabuilding.org/nr/pr app dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/30/201S Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products r FL tf Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No ELIS332 R2 11 08-00500C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports. . Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510807B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OX, XO, XX 96'x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 It 08-00498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108058.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 If 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL15332 R2 AE 512968A.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 R2 It 08-02249A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL3533 RZ A 512969A:Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143'x96' Limits of use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-02250A.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 R2-AE 512970A.DAf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96'x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R7 it 08,00499C.oiif 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 R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGO https://www.floridabuilding.orglpr/pr app_4ti.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332- R2 If 08=00S0iC.bdf 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 W5332 lid AE 510808B.0df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 43D/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• R2 It Q8-005Q2C.0df 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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL1S332 R2 AE 510809a.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED ALUMINUM SERIES 430/44D REINFORCED ALUMINUM SGD XXX SGD 143'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00503C.0df 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 R2 AE 510810B.odf PRESSURE RATINGS Created by Independent Third Party: Yes Moat Contact irs :: 1940 Nenh Memee Street Lllahassee Ft. ]2399 Pbane: ASP487.1 B24 The State of Florida is an AArBO employer. C^uvright 200-2611 itate of :: Privacy Statement :: AcoessibIfity Statement :: Refund Statement Under Florida law, droll addresses are Public records. if you do not want your e•mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the once by phone or by traditional mail. If you have arty questions, please contact 050.497.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an droll address It they have one. The emalls provided may be used for official communication with the Ikensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an enroll address which can be nude avarable to the Public. To determine if you are a licensee under Chapter 45S, F.S., please dick b=. Product Approval Accepts: 0®SEE® Credit 7rriE https://vwvw.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF TriE FLORIDA BUILDING CODE.- 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE., FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARAIEO WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHHECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOA11 DURATION FACTOR Cd- 1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.• FRAME MATERIAL. EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLA2EO PER ASIM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACX TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER MAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OV-ERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/6" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I I; FOR ANCHORING INTO MASONRY/CONCRETE USE 3/I6' 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. 12. FOR ANCHORING INTO METAL STRUCTURE USE J10 SMS OR SELF DRILLING SCREWS WIT,+ 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 BC 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 ASIM C-90, GRADE N. TYPE I (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-TS 1/8" THICK MINIMUM 15, APPROVED CONFIGURATIONS: OX, XO. XX. XP, PX. XIP, PIX TABLE OF CONTENTS SHEET NO.., DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS RE"ONS OEStRRiM4 I we APPROVED ADOED CHARTS 03/OS/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L:, ADDED FLANGE AND FIN INSIALLAIION ' 12/06/63 R.L. SIGNED: 121"013 MI WINooWw. caoseYAND OaoS LLC Lo4,!i; CARROLLTON. TX 75006 r•• CENB• q/p SERIES 420 REINFORCED SGD VA 96" xNOTESS%. OF Lr, F. A. 1 08-00499 SME NTS -rE 02/23/09 1 S"!' I OF 10 I 0 F. HI 6' MAX 96- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS r REQUIRED —{ 1 I 6' MAX 6" AX AME IGH T I 6" MAX SERIES 420 REINFORCED SGD. EXTERIOR VIEW DESIGN PRESSURE RATING WPACT RATING t40.0PSF NONE 11 WITH 2-IM' SILL SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 2541-28.6PSF NONE WITH I. Irr SILL SEE CHARTS #3 AND #4 FOR OTHER UNITS RATINGS 6' MAX CHARTfi WTM 2.1/32' SILL WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. Ccc 4N .Corm. Daa/ n 1e charMEMOFrwmmum vom 10 Moot S" 1 IRA 4L0 1 4Lo in) enoo 7Lo0 a4A0 War I k Pa Nq Poo Poo Np pA 40.0 40. 5a 40A 40. 48.0 0 60. 40A 40A 4.1 A aL0 A 1.9 48.4 4 R0.0 40, 40A 1 49 43 CHART f2 WIT142.1/32'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 DO O rmLZ7 WMKL671RZAKZMt-CE6:7 cEmm" 0 KUM Lm"Qum sums"" KZIA Kam ESE7 aam 0 Ede Q.7-!• E.dJ C d 7 n4sloRs o aurlov CATE PROAD - ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED rLANGE AND FIN INSTALLATION 12/06/13 R.L. CHART 03 WTTN 1-1/I SILL WHERE WATER INFILTRA7ON RESISTANCE IS REQUIRED. CCc -- s CYCGT. mm00G'7 7m.7 t:.m E=SJ laA m" m ff-u E-lm FT1 Mal CHART a WITH 1.1/2'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. SEE NOTE 9 SHEET 1 CHARTOS T. sT;>• NEUT, MaiT,-,= KZZ 0 0=m LiaI lLm EZm X= Em 0" KLA WeA CtA E M"man E:LkJ d. J eaa C3a KM E:J MEN R= E':d7 ILLI Oren OI. to"Ifonsrownd iLLO. MO 4 4" TLO f" KO N" Jima R's4 4 e s 4 a 5 0 e a e- e e s e e a a a MI WINDOWS AND DOORS LLC tool W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGD 96" x 96" ELEVATION F. A. 1 08-00499 K= NTS I 011E 02/23/69, I s"Ev 2 OF 10 c M1 FF HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE ClART Q6 6- MAX FOR NUMBER OF LOCATIONS T REQUIRED — 6" MAX 6` MAX I XA 4,4E GHT I i 1 L L 6" MAX SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING. t40.0PSF NONE WITH 2.14r SILL SEE CHARTS f l AND f2 SHEET? FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH I-WSILL SEE CHARTS 03 AND f4 SHEET 2 FOR OTHER UNRS RATINGS NEV ilONS OEscAlpRON OArc APPROVIM PAOFO C-IARiS A3/OS/17 R,l. REMISED PER NEW TESTUIG 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. rarn:fr .9 Number alanellar 14Callona repulred sfta fMrol end Taltl LeLL WION (p y0.0 1" 410 1 IIA M R+) o TLo a4o 1 aao Na3 Jamb HAS I Jamb N&3 Jamb Hai I Jlmb M.0 6 S a e a 6 6 pA S 6 s .1 6 e a!A 5 0 S 6 6 aa.o S a S a 6 a 6 e 5 3/8- 21/32' SILL ALUMINUM 6063•T5.055 THICK 1 1/2" SILL ALUAIWU 16062-TS.055 THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 420 REINFORCED SGO 96" z 96" FIN ELEVATION 6w.V: F.A. 08-00499 sear NTS b"Tr 02/23/.09s s"-" 3 OF 10 GEN4R.:4p i a2GR10;% ALj 101 j1 11 1 111 RL:7SIDNS 1/2 MIN. REV ncsttapno, DATE MpaME'D EDGE DISTANCE A ADDCO CHMrS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R,L,. F 1 3/8MIN.. I C ADDED FLANGE AND FIN INSTALLATION 12/Dt/13 R.L. WOOD FRAMING L7/,S[QNENT OR 2X eucK BY OTHERS i MAX. SHIM 10 WOOD SCREW SPACE 1 3/8" MIN. LMSEDMENI j 1/ 4- MAX. r SHIM SPACE r- I I INTERIOR . 1 2" MIN, r EDGE DISTANCE 1 1 EXTERIOR INTERIOR SILL 10 BE SEI IN A aED OF VULKEM 116 N 10 WOOD CONSTRUCTION AD"IESIVE SCREW OR EOUA'- SEE SHEET 3 FOR SILT. OPTIONS 10 WOOS SCREW EXTERIOR WOOD FRAMING - OR 2X BUCK BY OTHERS W000 FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOW FRAMING OR2XBUCK INSTALLATICN MIN, EMBEDMENT 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND LLC a 11 001 W. CROSBYORD CARROLLTON, TX 75006 a //, y. GENBF' gp!i NOTES. SERIES 420 REINFORCED SGD V AT 1.INTERMAND EXTERIOR FWISHES, BYOTHERS SHOWN FOR CLARITY. 96" x 96" FRAME INSTALlAT10N DETAILS 0 NOT AND JOINT SEALANT BY 1a 1 Dwa NIX an i ORID* DESIGNEMETER DINACORDANCEWITHASTME2EZSTOBEOBCr49sutcNTSarc62/23/09. 0F 10 RN C-SCRI;,ICN DAV AIPROYIO A A000 CHARTS 03/06/17 R,L.. 1 4•. MAX; 0 REVISED PER NEW TESTING 10/29/13 RA., METAL SHIM SPACE C ADDED FaGE AND FIN INSTALLATION 12/06/13 R.L.. STROTHERS LMUCTURE ! IBY1 fie" "AY 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERSS, NOT SHOWN FOR CLARITYY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 L TO BE SET IN BCD OF VULKEM 116 NSTRuCT10N ADHF.Sr,,C EOUAL SEE SHEET 3 FOR SILL OPTIONS T EDGE DISTI I 10 SMS OR SELF DRILLING SCRL" WS METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS ORxwN F. A. 08-00499 NTS - ; 02/23/09 -E- 5 OF 10 V! m 1 /2" MIN.- EDCL DISTANCE O o • i 1 1/4' MIN, e, EMBEDMENT CONCRETE/ • • ` 1 MASONRY BY OTHERS 1 a " MAX. SHIM SPACE OPTIONAL r1XBUCK TO BE I PROPERLY SECURED SEC NOTE 3 SHEET I 1 •. 3/16- TAPCON EXTERIOR uj 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS INTERIOR. SILL TO BE SF, r IN A BED OF VULKEM i16 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 3 FOR SILL OPTIONS 2 . p 1 1/4" MIN, o . EMBEDMENT 2 1 /2" MIN, EOCE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRY WSTALLATION n%lsxnks Rrti DL51:41=na. r DATE APPOOW; ADDED CI1aRTS - 03/0b/12 R,1,., B REVISED PER ItEW iESiLVG 10/29/t3 RJL C I ADDED FLANGE *ND FUI INSTALLATION 1 12/06/13 I'R.L 1 1/4- MIN, , EMBEDMENT j 2 1/Y v 1/4" MAX, SHIM SPACE MIN INTERIOR EDGE DISTANCE Fol VIC JAPCON CONCRETE/RIASONRY BY OTHEPS 1 D 3 v EXTERIOR OPTIONAL ' X BUCK JAMB INSTALLATION DETAIL 10 BE PROPERLY CONCRETFJMASONRYINSTALLATION SECURED SEE NOTE 3 SHEET I NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC toot W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS 11W.wr., c+w NG F.A.• 08-00499 W'V NTS 047E ,02%23/0y s'EET 6 OF 10 s ea' If9''_I a WOOD FRAMING OR 2X BUCK BY OTHERS 1O WOOD SCREW WOOD FRAMIN( OR 2X BUCF BY OTHER; EXTERIOR 1/2" MiN. EDGE DISTANCE 1 3 8" MIN. EMBEDMENT 1/4" MAX. ,' SHIM SPACE 1 O WOOD SCREWS INTERIOR 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 YULKEM 116 RUCTION ADHLSIVE IUAL SEE SHEET 3 FOR SILL OPTIONS MIN. AENT RFNSLONS OFSEAJPIWN OATF APPR(NU ADOE0 CHARTS 0i/OS/19 It).. REVISED PER NEW TESTING 11/21/13 R.L. ADDED FLANGE AND FIN INSTALLATION ' 12/06/13 J R,L. 1/4" MAX. SHIM SPACE INTERIOR 1 3, 8" MIN. EDGE DISTANCE 10 WOOD SCREWS EXTERIOR JAMB INSTALLATION DETAIL C? 2X SUCK W000 FRAMING WOOD FRAMING 002XSUCK INSTALLATION BY OTHERS MI WINDOWS LLC Ilk. L0 w. cRoserDOORS CARROLLTON. TX 75006 N. q GEN'Se ; IS SERIES 420 REINFORCED SGD"TATE 9x 96" FLANGE INSTST ALLATION DETAILS Of ORtO•0 jONA1 F. A. 71 No 08-00499 Cv 02/23 , 09. s1.r, 7 OF 10 o I METAL STRUCTURE BY OTHERS 10 SMS ON SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: t; INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES*NEO IN ACCORDANCE WRH ASTM E2112 SET IN VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS T— 8" MI. ECGE DISTf i IY 10 SIAS OR SELF CI?ILUNG 5CFFWS M_iAL S7PLICTURE BY OTHERS 1 IA" -1 RV ISIONS ADDFD CHARTS 03/05/17 R.I. rVASED PER NEW TESTING 10/29/13 R.L. ADDED FL/1NGF. M10 FIN INSTALLATION 112/06/13 ' R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION LLCMIWINDOWS1001W. CROSBY RD 6 R CARROLLTON, Tx 75006 yJ W, oSERIES420REINFORCEDSGD 96" x 96" FLANGE INSTALLATION DETAILS STA' A2 F.A. 1 ro 08-00499 c wie NTS O "? 02/23/09 ISIES8 OF 10 2 1 /2, MIN, EOGE OtSiAZ. 1 1/4 - MIN. r•, i EMBEDMENT CONCRETE/ ' a MASONRY 1/" MAX.- BY OTHERS t SHiM SPACE OPTIONAL I x BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/16" TAPCON EXTERIOR L-Ij LU ; INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION \OHESIVE 3/16" IAPCON OR EOUAL lam SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETC BY OTHERS it 1 ' •• a, I 1/4" MIN. a• • EMBFDMENT 2 1/2- MIN. SCGE DISIANCE VERTICAL CROSS SECTION CONCRETFAAASONRYINSTALLATION t:Ew:aals cescaPrta. (WE 1 APARMI . 11nF.0 CIIIARiS 03/OS/o R.L. RCASCO PER NEW TESTING 10/29/13 R.L. ADDED FLANGE I•ND °tN -NSTALIATtON 12/06/13 R.L.• 1 1/4" MIN. E:+B'cDMENT I• • 1 1/4 HIM SPACE 2 1 /2' INTERIOR MIN. EDGE Q15T EIANC 3116` TAPCON CONCRE1L/M4SONRY- BY OTHERS c EXTERIOR - JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCREIE/MASONRYINSTALLATION TO BE PROPERLY SCCURCO SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FWMES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTU E2112 MI WINDOWS AND DOORS LLC ; 1001 W. CROSBY RD CARROLLTON, TX 75006jcSERIES420REINFORCEDSGD*' 96" x 96" • FLANGE INSTALLATION DETAILS i 04+1Pt AN1., LiN: HC.. F.A. 08-00499 scar NTS c"R 02%23/09 jsHFE79 OF 10 tllr•:• . WOOD FRAMING — BY OTHERS VMIN, ?IEMBEDMENT 8 WOOD SCREW 7/ 16" IN EDGE DISTANCE 8 WOOD SCREW 7/le MIN EDGE DISTANCE EXTERIOR MAX aw.. coal^c JAMB INSTALLATION DETAIL WOOD FRAIIIING OR 2X BUCK INSTALLATION 1 1 /4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. INTERIOR TRIM 1 f.ESLFIPrdJ I W.' AP -ROVED A ADDED CIAARTS 03/05/1? R1L. 0 RE'115ED PER NEW TES71NG 10/29/13 R.L, C ADDED FLANGE AND FIN IN5IALLATION 12/05/13 R.L. 1 5/8" MIN. ECGE DISI. ' TRIM 1 1/a•• MIN. I INTERIOR EMBEDMEK 1 MASONRY/COPNCRETE —f I BY OTHERS IX BUCK 3Y OTHERS. HOOK S'IRIP 1•. BUCK TO 9E PROYLRLY SECUREDt--\- tAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYCONCRETE MET=L STRUCTURE BY OTHERS TRIM — 1 3/8" MIN. EMBEDMENT INTERIOR HOOT( STRIP H00Y. S11110 110 WOOD #10 SELF DRILLING SCREW . SCREW PANEI EXTERIOR PANEL INTERLOCK EXTERIOR -NTEiL4 HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKAYOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD J\ R • iQ, i CARROLLTON, TX 75006 `=V•y GENB,;;aO SERIES 420 REINFORCED SGD*•' "`= NOTES., 96" x 96" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOTSHOWNFORCLARJTY NAIIFIN HOOK INSTALLATION DETAILS AT. - 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE Wt4" owc „q. •Kv 'i •: Qj 1O O'` DESIGNED IN ACCORDANCE WITH ASTM E2112 E 08-00; 99 C '4ONA - 1:` NTS 02/23/09 10 OF 10 L. Roberto Lomas P.E. 233 W. Main SL Danville, VA 24541 434-68"09 rllomas@lrlomaspc.com Manufacturer: Ml Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Product Line: Series 420 Reinforced Aluminum SGD 96'x96' Engineering Evaluation Report Report No.: 510806B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00499 Revision C, titled Series 420 Reinforced Aluminum SGD, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure: t40.0psf Water penetration resistance 6.Opsf 3. Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.Opsf Water penetration resistance 3.76psf 4. Anchor calculations, report number 510806-1B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: 00.0psf Maximum unit size: 96' x 96' Approved configurations: OX, XO, XX, XP, PX, XIP and PIX Units must be glazed per ASTM E 1300-04, see installation instructions for glass options. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00499. Revision C. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 11111111/ E NO o 51 00AAT OF • N fllll Luis R. Lomas, P.E. FL No.: 62514 12/04/2013 Florida Building Code Online O--r \ Page 1 of 3 RegulationBusinessProfessional rca vc r mc im eas +one I too m I user Repbtratlon Hot Tops I submit Surcharge ! stas a rags I Pub0clUM I rac son I SCEs are Map I Unks I sea"h I Bus}}Incecs ( Prot' Product Approval USER: Public User Regulation eel ; Aporhotloe 0"1' FL n FL15225-R3 Application Type Revision Code Version • 2014 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 Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 riccw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usdng Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated National Accreditation & Management Institute Ryan J. King, P.E. cO Validation Checklist - Hardcopy Received Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Method 1 Option A 06/13/2015 06/28/2015 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A other: See INST 15225.5-68 (61 Door Products), INST 15225.5-80 (8'0 Door Products) and INST IS225-68M (6'8 Door Products Direct to Masonry) for Installation instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of'J" part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS22S R3 11 INST IS22S.S-N.6df- Fl +S22S R3 11 INST 1S22S.5.M.odf FL+S225 R3 Il INST 15225-(i8M_odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Independent Third Parry: Yes 115225.6 I f. "Premium Series", "Construction I 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. ISeries" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 1522S.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate Fi +c»S g3' C CAC 1522 .6 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Fl,S»S R3 11 INSTt22S:6.68.odr Fl +S»c R3 Il INST IS22S."O.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R +S»S R3 AE EVAL 1S22S.6-68.odf Fl,S»S R3 AE EVAL1S22S.6-80.odf Created by Independent Third Party: Yes cob(agUs:• foae lmnth alenree Santa[. Tafth ssae R 32M rhino[ sSC.4a7•t1124 The State or Florida Is an AA/g0 employer. rn,.,rNht 2Do7.2tf1 cab of Florida::: prtvam Statement :: AccessUiry Statement :: Refundjjdttrnfpt under Florlds taw, er all addresses are public recants. If you do not want your e-mail address relessed In respome to a Publk-rKords request. do not send electronic ms0 to this ermty. Instead, contact the office by phone or by traditional mall. It you have airy quesdona, please contact CS0.4a7.1395.-pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees tloensed under Chapter 4i5, fS. must provide the Oepartmerlt with an ernaY address d tidy have one. The emaits provided may be used for offical cornmunkation with the Ikensee. However rmall addresses are public record. V You do not wish to supM a personal address, please provide the Deparomrt with an email address whkh can to made available to the public. To determine If you are a licensee under Chapter 45S, FS., please Click b=. Predict Approval Accepts: 0® Credits.-AFE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Bencbmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinun_ i+_yn-..u-., o............ 1e.e-11" 6v Th. e.norimn Nattnnal Standards Institute (ANSI). NAMI's Certined rroduct ri ting at wvvw.Rnmi rm1 ov Glazed t1..1... DesignMissile Test Report Number Inswing Configuration or Outswing or Opaque Maximum Size Pressure Pos/Nep Impact Rated Comments X I/S Opaque 3'0" x 61" 67/-67 No ETC-01-741-10703.0/L-2097/1TF-253F Single X O/ S Opaque 3'0" x 6'8" 67/-67 No ETC-Ol-741-10703.0/L-2097/I'TF-254F Sin le XX 1/S Opaque 6'0" x 618" 40/40 No ETC-01-741-10703.0/L-2097=F-253F Standard Aluminum Astragal Double XX O/ S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/ITF-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 61" 47/47 No ETC-0 I -741-10703.0/L-2097=F-253F Coastal Aluminum Astraital Double XX O/ S Opaque 610" x 6'8" 47/-47 No ETC-01-741-10703.0/L-2097/TTF-254F Coastal Aluminum Astragal Double OXO/OX/ XO I/S Opaque Door 514" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097f TF-253F Sin le w/ Sidelites OXO/OX/XO O/S Glazed Sidelites Opaque Door 5' 4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/ITF-254F Sin le w/ Sidelites OXXO 1/S Glazed Sidelites Opaque Door 8' 4" x 6'8" 40/-40 No ETC-Ol-741-10593.0lL-2097/1-TF-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO O/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097n7F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4"x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/TTF-253F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal OXXO i O/ S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/I7F-254F Double Glazed Sidelites Coastal Aluminum Astragal w/Sidelites M / Ha es vs 71nn National Accreditation & Management Institute, lnc./4794 George Washington emo a y. y , Tel: (804) 684- 5124/Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therms-Tru Corporation Certification No.: N1005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinuJ. ww11_ r...rsn....•t.... D...,.-- .. dtr.t Av The Amerlean National Standards Institute (ANSI). NAMI's kwunea rroauct 16-win ni M W dWamiccnu.cauv... Glazed v.......... o........- Design Missile Test Report Number Inswing Configuration or or Maximum Pressure Impact Outswing Opaque Size Pos/Neit Rated Comments X 1/S Opaque 3'0" x 618" 67/-67 No ETC-0I-741-10702.0/L,-2096/rTF252F Sin le X O/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0M2096/1TF25IF Single XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/1-TF252F Standard Aluminum Astragal Double XX O/S Opaque 6'0"x 6'8" 40/-40 No ETC-0I-741-10702.0/L-2096/ITF251F Double Standard Aluminum As al XX 1/S Opaque 6'0" x 608" 551-55 No ETC-0 1 -74 1 -11 008.0/L-215 I rrTF252F Coastal Aluminum Astra al Double XX O/S Opaque 6'0"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF25lF Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-0 1 -741 -11 008.0/L-215 I /TTF252F Single w/Sidelites OXO/OX/XO O/S Glazed Sidelites Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/rTF251 F Single w/Sidelites OXXO I/S Glazed Sidelites Opaque Door 8'4" x 6'8" 40/-40 No ETC-Ol-741 2F Double w/Sidelites Glazed Sidelites alsragaldAluminumAstragalStandardAluminum OXXO O/S Opaque Door 874"x 6'8" 40/-40 No 151/ ETC-01-741-11008.0/L-2151lIIF251F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/i-1 F251 F Double w/Sidelites Glazed Sidelites Coastal Aluminum As l ManagementNationalAccreditation & Management Institute, Incryryy aawrgc ..dau s..,., _ ,.,--, Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: a•, } 11 II t II `MULLION II `MULLION II it e MASONRY OPENING TYP HEAD MASONRY OPENING 4 II SHOWN FOR TMP I I REFERENCE MASONRY OPENING 4 II I I SHOWN FOR REFERENCE ) I I I 8 o g m do JAMBS 11HEAD HEAD" 3 JAMBS ac JAMBS II A 77 2X BUCK Ij 2X BUCK 2X BUCK I I I I rn ti 11 MULLION I ISHOWNFOR II ti II ro d II REFERENCE r II I I II I I II I I z art' II 11 II SINGLEVN . F DOOR BILK A SINGSING F W/SIDE HE BUCK ANCHORING ANCHORINGBUCKANCHORING GI MASONRY OPENING L min. S.G.s0.S3. 2X BUCK I. GY NANCHORim Ganonoswowro ar me comma moy be 0408d ro mo610h (he m61. wipe dirann w monelotna 2 Coridiiro osloAor weotwro noted as xuX. ON CHJIEIFfrwr be ocyusred to moinroh IIM mbip +. weAponte fo fflw-)*IL oddoond---ls WK s moyo. roquiedroeroveme1MAICONCEMERcP,Wlm arenotWoe6$ded- 3. Concmto oncAa robro: ANCHOR ANClfOR MIN. MIyrCWRANCl. t° MAi°"RI' min. cIZAAANCE ICAAAAC09 rpE SlidIrw tMBEDIMENr coD Aiinloll r TA/ CONa uurAcoH nVi 48. 1 1 0 TYP. HEAD JAMBS 1 ASTRAGAL SHOWN FOR REFERENCE 1 1 1 1 1 1 1 DOUBLE BUCK DOOR ANCHORING I I1 II n I I I 4 MULLION II SHOWN FOR 1 MULLIOSHOWNFORII TYPr.IIREFERENCE1REFERENCEIInHEAD e rr JAMBS II 2X-)11 BUCK 1 as i I IIIASTRAGAL II i c I I II SHOWN . FOR I I 1 REFERENCE II ci o eiII 1 II u II Dub 2121112 3 turn N. T.S. II ow. or: JK e OUBLE W/ SIDEI_ITFS a KNO MASONRYBUCK ANCHORINGOPENIN LT 1cs C- IN ngN 7• PAIRS 30 of 3• TYP. 1 SEE NOTE JI W/2x BUCK p W/tXrSHEET3pSEEDETAIL •3- INSTALLATION SEE OETAII 1 ASTRAGAL 1 MUWON SHOWN FOR 1 SHOWN FOR REFERENCE p REFERENCE ONLY p r E• DOUBLE DOOR W/SIDELITES 9 W/IX BUCK INSTALLATION c" _ w < - Z+ Y Z 3 INSTAL I*VXTYP. HEAD a %i AtASTRAGALrtYP. do JAMBS a SHOWN FOR N 1REFERENCE. ONLY 1 1 Is It SEE 4 n DETAILo Fp SEE DETAIL Ot = c 0 1 1 1 1 •1- O\ alail C3n+„ 5 Y 1 A- tl NEW - E•- E- DOUBLE DOOR VIEW A-- A' Dow V/ wnmk coawatm nSrx4A nVO /w frOP. KL swcuR To 4°W +w® oDrforcD gym) W/ 2X BUCK 2 INSTALLATION W/ 1X BUCK INSTALLATION II I . C W/ 2X BUCK Iteml DESCRIPTION Material A 1#10 x 2-1 2 D SCREW STEEL B STEEL 1 X 1-PFHWOODS R STEEL 1 1 x S Hine to From) STEEL 10 x 2 LG. PFH WOOD SCREW 3 x -1 2 L R STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW 1 4 x 1-3 4 ITw 22N R SCREW TEE 9 11 1 4 x 3-J 4 aw PFH ONCRETE SCREW 3 16 r 3-1 4 ITW PFH CONCRETE SCREW STEEL STEEL I l 4 x 3-1 4 ITTV PFH CONCRETE SCREW 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4 PFH ITW CONCRETE SCREW 20 34 HEADERJAMSUGARPINESG >e 0.34) WOOD 21 3 4 THK. PRESSURE TREATED SIOELITE PAD W 30 1 2 X t X 25 GA. CORRUGATED FASTENER MSTALLATION 3 E I 0 " W/ IX BUCK 11' BE7ALL • 1 • INSTALLATION 8 DETAIL 3• - ATTACH ASTRAGAL THROW BOLT B STRIKE PLATE TO FRAME AS SHOWN. I C. _ M 2121112 w u: N.T.S. ` I M. er. JK ow. IT, LFS DETAIL ' 4• °Iwx°i° ° FL- 15225.5-66 c san a Q INTERIOR St- 9 11 VERTICAL CROSS SECTTON U be-" c R=ovum o9wm M CAL CROSS SEC" .ON_ T b Ilaw.g cAuRpnviwn EXTERIOR INTERIOR 1-51 VERTICAL CROSS SECTION w•wnp ca um INTERIOR EXTERIOR 20 21 12 u' 3N VERTICAL CROSS SECTION EXTERIOR n INTERIOR 6 VERTICAL CROSS SECTION ptonrip" n D". n. A on •n LFS Daum* ••, FL-15225.5-U oar -. a JL i 4- 4- ...... . . . VAN IMULLION A SHOWN FOR. MASONRY ........... TYP. REFERENCE OPENING p, WASONRY_7. MASONRY tyJ 4 OPENING TYP. HEAD OPENING -TYP. JAMBS HEAD to HEADII JAIMBS. & JAMBS i t oils II c; 2X SUCK—/ c; 2X BUCK—/ MULLION L Z. 0) SHOWN FOR REFERENCE CD 2X SUCK II II C; 0 6 j SINGLE DOOR RINGLF W/SIDELITE • SINGLE W/SIDELITES RUCK ANCHORING RUCK ANCHORING BUCK ANCHORING 4 4- 48. 1447-T MULLION MASONRY1 II S MULLION SHOWNFOROPENING - 7 TYP. HEAD TYP. REFERENCE SHOWN FOR de JAMBS Ok ASTRAGAL HEAD 1 REFERENCE SHOWN FOR doJAMBS REFERENCE 1 II NOTS., 2X BUCK —/ 1. 2T buck min. S.G. 1041 p I I1C; 1 II ASTRAGAL II CONMANCHOR MORS., 2X IN - SHOWN FOR II I. cariasto onchw beaft- of c0mW may be ac"ted to nidntah 1110 mh BUCK 11 p REFERENCE II edge c6tave o* .1 0 kv MmM I Cone, anchw focaflom noted as 7AA1t. ON C&OW must be O*Aled to mainfoln the min. edge distance to marlmloinh. odcFlbnd conaefe nw beeauivd to wm" " 'MM. ON CENWr amensoom am r*# exCooded cc I I I mz 3. Concr* 4 CrOC110f 10bit.' cd c; ci n cjAM 2121112 6 NEARANCE MK CIZAAAMW MqL. N.T.S. V4, BY: JK ANCHOR ANCHORAlkA" 4 Tyrf Jim t6 IAWNW AN 7 —w.LFS I a-4low , Ipr 11- 1/c r TAPCON 7' DOUBLE DOOR MASONRY DDLIRLE W/SIDELITES FL— 15225.5-80 9= 114r SUCK ANCHORING RUCK ANCHORING 11011ACON OPENING T--L 0 1 SEE DETAIL A IU SEE NOTE 3 9SHEET31 1 MULLION1SHOWNFOR _ REFERENCE A57RAGAL SHOWN FOR — REFERENCE p ONLY p — 1 1 16 16 0 16 — I to p 01 12 VIEW C"—"C" OOLIBLr DOOR W/SIDELITES w/Ix euco 1INSTALIATIO1 TYP. HEAD Js JAMBS SEE DETAIL 4 - km n z0 W Iterml DESCRIPTION Material A 10 x 2—I 2 PFH WOOD SCREW B 1 1— STEEL c 1 110 x I P WOOD SCREW 10 x J 4PFH D SCREWIn a to Mome)STEEL 4 1 4 x 2—J 4 PFH ELCO OR ITW CONCRETE SCREW 1 4 x 1-3 4 TRY PFH CONCRETE SCREW 57E L J 4 1TE PFH CONCRETE SCREW OH SC STEEL I1 4x 3-1 4 ITTV PFH CONCRETE SCREWSTEEL- 1 4 ITW PFH CONC ETE SCREW TEFL CONFORMING TO ACIORY14OLLOW CONCRETE 13 J01 BLOCK CONFORMINETEC TO ASTM C90 1,6 I t 4 X 2-1 4 PFH ITW CONCRETE SCREW L HEADER JAMB PINE SG > e 0.42 WOOD 21 J 4 THK. PRESSURE TREATED SIDELITE PAD 30 t 2" X 1' X 25 GA. CORRUGATED FASTENER STEEL wl!2x eucfc A SEE DETAIL p IrSfALlATON p W/+x 1)= o , 1 INSTALIATDN .) U 1 TYP. HEAD h '! ci JAMBS ASTRAGAL- — SHOWN FOR REFERENCE 1 ONLY 1 1 18 5 ; 5 — 1 1 — A' lI• II vs ^ S} Y sjB• Og i S z WW= 31fig0 t i W II .• 1F11K1 p w jz SEE E7All — t• o t: N 8 z j 8 d L d 1 h E_ 0 o T i1--'A- VIEW RGn1 M/ 0/IgKLL ODIIR°G1W FASWIfRS. nl?I .1D tM. ALLr Lan[ TO 000R UYO ODx.10Ca0x 1 0 DETAIL 3- ATTACH ASTRAGAL THROW BOLT STRIKE PLATE 70 FRAME AS SHOWN. AM ewe 2 21 t2 ? saws N.7.5. 5 ac. m JK ° ar. eI: LFS B xwraa sroi ° a FL-15225.5-80 c a L MV 4 N VEIMCAL CROSS SECTION p c pawl a CACCOOUSFMON 9 en INTERIOR 1'N VERRCAL CROSSSK#ON u1 p coofou en t. r., - IMERIOR EXTERIOR fi l % o r. o xz 3 i ya 111 LIL ZQ ` Fa z pp 21 - 12 I W N N J VERTICAL CROSS SECRO EXTERIOR E INTERIOR 6 VERTICAL CROSS SECT N 6 eon AIF J N 2-121112 a N.T.S. 9 tr JK a' m LF'S = n 15225.5-80 c HORIZONTAL CROSS SE INTERIOR EXTERIOR 3 ORIZONTAL C O 2 44-9/1V"JO b VO INTERIOR EXTERIOR (Nl I HOR N ! CROSS ' ECnON 69/16 jo b Fl INTERIOR EXTERIOR 5 H RIZO iAL CROSS ECTION _ 69/16 Iamb S IiI O f yyT• ON . t fill s b: i LL VLU N.T.S. JK n LFS FL-15225— 681A or 1 r r r r 1 -1 h— s 1 L,. ' --i r '1 Ir r L 1 1 _ ra D H/IA HEAD N iiTT 0q/.1 ro TTP.0 HEAD 1 iu D iTP.O HFA D ' ' F L9/14rWAD i i o ISI_ p 411WHEAD - MULLION > • MULLION SHOWN FOR pi SHOWN FOR on, RUGMNCE ei RBOANCE Ot : U G 6.9/16•JAMB - O G 6 911 b JAMB O - O TTP, 0 JAMBS H • JAMBS 44 ®S - _ H 49/16• JAMB - - ro 16 16 iN18 L• S c , DE _ c \ SEE - ltl - SEE 12 toS °t+. .+ DEtAa•r 12 :11 S DElAa4a r ro 12 to I VIEW'V- SINGLE DOORW/SIDEUIES VIEW'F-'E' NEW W-'D' 1, le oncho bcomm of me commm may be O*AIOd (a mohtah NO mh. edgedMenI tomorfarlolnfs. 2. Concrete &W rbc*Wm noted 0% WAX. ON CB4W mwl be ooWed to mobdah me min. edge datonee to mortar Johi& oddtiorwl convete onchm may be racgilred to ens" the MAX. ON CENTER' drrnndon are not exceeded. 3. Concrete anchor (able: AHCHOY ANCHOR b CUAut= 1O AOla C' " ADJACEW TYPE so# EMSEDAUM ANCHOR 1/ 4r 1-1/,r r TACON9EICO 1/C 1.1/ 1• 1- ULIRACO N 311C 1.1/r AS SHOWN AtSHOTTII Ne Tx0Lot ITE NOTES: 1. The.ddeSte Is direct set Into Me Jamb with /12J M8 x 2•plft. wood svews. (Here ore N/ Of each verfleol) omb. From the top down of 13.5•. 31 ; 46,r & W. There ore (2) of the header of 1' from the ovfside comets of the home. There ore (2) at the $D, 4' from the ovWde comers. SINGLE DOOR W/SIDEUIE VIEW "S - r i# rr i e 6' WAD 6 HEAS a u±Z a z d IBHEAD5t S TTP. 0 JAMBS A T e 70. v-3 H 49/16' JAMB T., oSEE n SINGLE DOOR VIEW A'• A'I ' FL- JK 15225-- c our 4 or 5 @ a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phonc H13.659.9197 Florid@ Bond of Professional Enatiuen cenirwalc of Authorintion No. 9313 Product Sub Category Manufacturer Product Name Cate - Therms Try Corporation Smooth -Star" andand "Benchmark by Thenna-Tru" Exterior 118 Industrial Dr 6'8 Single S Double Opaque or Glazed Panels w/ & w/o Sidelites Doom Exterior Door Edgerton, OH 43517 Inswing I Outswing Assemblies Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. 6 Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business 8 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity involved In the approval process of the product named herein. Umlladons: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the -High Velocity Hurricane Zone". See the Certification Agency Cefcate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to bass material shag be beyond wall dressing, stucco, foam, brick and other wag coverings. 3. Wood screws shall be Installed following Installations Instructions of ANSI AFBPA NDS 2012. All other fastener types to be Installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but In no instance shall they be less than shown In drawing FL-15225.5.68. 5. Where shims are used, they must be a "rigid / stiff material that compiles with the requirements of the FBC. S. Positive and negative design pressure requirements for use with drawing FL-15225.5.68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5.68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1, jest Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Dowlna No. Prepared by No. FL-15225.5-68 RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testing Laboratory Signed by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Slaved 8 Sealed by Lyndon F. Schmidt, P.E. Maned rf Sealed by Lyndon F. Schmidt, P.E. r rr• +• Lyndon F. Schmidt, P.E. FL PE No. 43409 2Br2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Dox 230 Valrim. Fl. 33595 Phone a 13.659.9197 . Florida Board of Professional Engineers Certificate of Authorisation No. 9913 Product Sub Category Manufacturer Product Name Catenory Therma Tru Corporation V8 Single 3 Double Opaque or Glazed Exterior Swinging 1181ndustrial Dr Doors wl d w/o Sidelites DoorsEdgerton.OH Exterior Door 43517 Outswin 9 Assemblies Phone 419.298.1740 Direct to Masonry Installation Scope: Product Evaluation report issued by R W Building Consultants. Inc. 3 Lyndon F. Schmidt, P.E. (System ID 0 1998) for Thelma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved In the approval process of the product named herein. UmltaBons: 1. This product anchodng has been developed M "compliance with the 5th Edition (2014) Flortdtti Building Code (FBC) structural requirements excluding the "High Velocity Hurimns Zone. See the Codification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AFBPA NOS 2012. Ali other fastener types to be Installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FLA 5225-68M. 5. Where shims are used, they must be a'rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225-68M shall be determined by others for specific jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225-NM require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1: Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E188"2 / E1996-02 ETC 01-741-11006.0 ASTM E330.02 / TAS 201. 202. 203-94 2. Drawing No. Prepared 13v No. FL-15225.68M RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Teating Laporetam Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E ETC Laboratories Joseph L. Dolden, P.E. sttmod 3 sealed by Lyndon F. Schmidt. P.E. Signed S Sealed by Lyndon F. Schmidt, P.E. t lttlItrtl/II1I IV ry r d s09 jX Z V - STAI ti Or - A. •• • U1P,'-A S.tx Lyndon F. Schmidt. P.E. Ft. PE No. 43409 2/62015 1 JUL -3 9 21V CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ i 'I - / * 6' Documented Construction Value: S 1 avo Job Address: Historic District: Yes NoX Parcel III: Residential o Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named r' Phone: 4crl CoAcl -00 12 Street: Q(4CO0 o Resident of property? City, State Zip: Ln Contractor Information Name l Ie CJ e. c Qa R Dc Phone:- YC? I o-1Ssd"lo Street: al1tZl> 'i -.r IZa Fax: 4M 1cZ-'ll'11 City; State Zip: ' r" a`$ State License -No.: Architect/Engineer InforibMidn• Name: Phone: Street: Fax: City., St, Zip: Email: Bonding Company: Mortgage Lender: Address: Address: AVARNING•TO.OWNER: YOUR FAILURE.-T.O. RECORD A NQTICI, QF COMMENCEME!IT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO'YOUR PROPERTY. A NOTICE OF COMMENd MENT MUST Dl;' RECOItI)EU ATID POSTED ON'Y`IE 70B SITE -BEFORE, THE FIRST INSPECTION, IF YOU INTEND TO' OBTAINFINANCING, 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 hascommencedpriortotheissuanceofapermitandthat- all work will be performed to meet standards of all laws regulati ng constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, eta cntr Inc a cr,en h. incrrihed with the date of application and the code In Wed 03 of thaldate: 5t° Edition (2014) Florida Building Code OT CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may beounty, and there may be additional permits required from other governmental entities such as waterfoundinthepublicrecordsofthisc management districts, state agencies, or federal agencies. will notify the owner of the property of the requirements of Florida LienAcceptanceofpermitisvivificationthatI Law, FS 713. ittal. A copy of the executed contract is The City of Sanford requires payment of a plddn reviewtheconsiderted the estimated conetimeofpermitsttructionvalueofajobatthetimeofsubmittal in order to calculate a plan review charge anTheactualconstructionvaluewillbefigured based -on the current ICC Valuation Table in effect at the time the permit is issued, Inaccordancewithlocalordinance. 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 Signature of Conl)ector/Aacnt - Printovffi Agent's Name signatur4 of Notary -slate of Florida Date Owner/Agent is' Personally Known to Me or Produced ID Type of ID'_, XAAEN HUGFIES Wary public- State of Flodda Commission esGG0616021 . p( StraG to Me of Produced ID Type of ID BELOW 1S FOR OFFICE•USE.ONLY Permits Required: Build' Electrical • Mechanical Plumbing0 Gas Roof i q Construction Type: Occupancy Use: Flood Zone: Min. occupancy Load:.. " # of Stories:.,- Total, Sq Ft o{Bldg: / - L 0' eq e i,vG -i N.,s Plutnbin # of Futures Kew Construction: Electric - # of Amps o o /+ g' Fire Alarm Permit: Yes Q No Fire Sprinkle>< Permit:. Yes No- # of -Heads APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: . COMMENTS: • ' . 114WN6RC0KE7 D'r u f h, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: tg% 191 o Documented Construction Value: S /6 1' 19,Q0 W l-q PIXTUP'n Job Address: y a g 9OCK Y C=90V E LANE Historic District: Yes No Parcel ID: JWN&,coKE *Pia 9K- I NxrvKEs A ResidentialEt Commercial Type of Work: New EK Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name ) AI L9(Z 1`1012121SO N Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2045 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 ArchltecUEngineer Information Name: Street: City, St, Zip: Bonding Compauy: Address: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in efrect as or that date: 5"Edilion (2014) Florida Building Code Revised: June 30, 2015 Permit Applicntion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the tithe 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. ptc, —4d #,,- /'J/ ?: Signature of0 vner/Agent Date Signature ofConua r/Agent e Print Owner/Agent's Name Signature of Notary State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID v /yf11ql4FFEY ttttrr,,,p,, Print Contractor/Agent's Name `.owSAN H/ i ne ( ` EXPIRES Signature of Notary -State of Florida Date = GEORGIA Contractor/Agent is Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY JUNE 8.2020 Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbiug - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised- June 30. 2013 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 9 b r Documented Construction Value: $ ,{ Job Address: a o r Historic District: Yes No)4 Parcel 1b: Residentiao Commercial Type of Work: New Addition Alteration Repair Demo Change of UseEl Move 0. Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Named ct;- Phone: 4 • 2 - 001 q Street: Q(g co c'-a- u — Resident of property?: v City, State Zip: MGA Contractor Information) Name ft It rf=-1-2j ,„ ; I Phone: ICT f t o'-l dd o'? Street: 3 1 ``Q-.-1 2-r. IZa`"3 .Fax:. 101•`ll'll City; State Zip:" f"l State License No.:, COC700 S g — Architect/Engineer Information Name: Phone: Street: Fax: ' City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: i VARN7ENG TO ©WATER: YOUR FAILURE."TO RECORD A NWICE OF 10KMENCEMENT MAY. RESULT IN YOUR PAYING TWICE :FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF 'COMMENCMEIVT MUST `" RECORDED ANti kOS't'lqpEflON "T YOURLENDER OR AN ATTORNEY BE6REORECORDING YOUR NOTICE OF FINANCING, CONSULT WITH 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 and that- work will be performed to meet -standards of all laws regulating construn commencedpriortotheissuanceofapermitinthisjurisdiction. 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: 51" Edition (2014) Florida Building Code there may be additional restrictions applicable to this property that may be NOTICE: In addition to the requirements of this permit, water found in the public records of this county, and there may be additional permits required from other governmental entities sue as management districts, state agencies, or federal agencies. PS 713• Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, onreef is required The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executedvaluethejobat e time f submittal. calculate a plan review charge and will- be considered the eStim uetion Table in effect atthe time the permit s issued, in n order to cTheactualconstruction value will be figured based -on the current ICC V 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 is OR'NER S AFEID at allA`VIT: I certify thof the foregoing information is accurateoand that all work will be done in compliance with all applicable laws regulating construct><on and z g iynature ofCootrector/ Ag Date Signatum of Owner/Agent Date. i i prin C treetodAg 's Name Print OwnedAgertt' s Name / 7 Date i atureofN sts of Florida Datc Signature of Notary -State of glorlda KAREN HUGHES Notary puWlc = State of Fbrid1WJ CommrE mI GG 069888 t IAgC J• s s aY Me -or Contractor g , Owner/Agent is persogally Known to Me or produced ID Type of ID i Produced ID Type of 1D' BELOW IS FOR OFFICE USE ONLY Electrical Mechanical Pltumbing Gas Roof Permits Required:- Bulldiri8 Flood. Zone. r Occupancy Use: Construction Type: Min. Occupancy Load- " ~ # of Stories.-------,. Total Sq Ft of Bldg: _ L.. 0' 9 JnocLRar/kAtSd Plumbing-#ofFi ctrires NewConstruction: ElQetric - # ps /- D No Fire AlarmPermit: Yes Hire Sprinkle; Permit:. Yes No O s _..._ . APPROVALS; ZONING: " UTILITIES: WASTE WATER.: ENGINEERING: FIRE: BUILDING: COMMENTS:- Revision a Response to Comments City of Sanford Building & Fire Prevention Division C-CT 2 (31tPh: 407.688.5150 Fax: 407.688.5152 T — N Email: building@sanfordfl.gov Permit # 1"- - lq 10 Submittal Date 10/25/17 Project Address: tipLj 62.ck,Grv L. c-r QL,-,c s j Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 5r- If- 1-1-t% r RECORD COPY CBUCK Engineering Speclaltly Structural Englneerinq CBUCK, Inc. Certificote of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent S'4NFORD Ridge Vent Assembly o ,41 A* TO - Manufacturer: Millennium Metals, Inc. REVISION 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 611320-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 p•''•.1GENSF' F,p . No 31242 STATE OF 2~ SRO N A1-?•`. Ngk&W SWmd w:,,mm L eudnw, v.I. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net CBUCK EnginL=L=rinq FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER 14 Page 2 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization u8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel 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 Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL fit: FL 16568.1 R1 Date: 2 / 26 / 15 q Page Report No.:350104-MM2 StORV-ER 14CBUCKEnglneerin SpeGalfiy Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scone of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page Report No.: 4 of MM2 StORV-ER 14CBUCKEngineerin Sppclalty Structural Englnekwing CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 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 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL ##: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page rt No.: 55of MM2-StORWER 14 ISpeclalty Structural Engineering CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #tTST ID: 1527) Report #i: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee #t 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization #i ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ng Page Report No.: 165of MM2-StORV-ER 14CBUCKEngineeri SpecldlN Structural EnglneaprIng CBUCK, Inc. Certificate of Authorization s8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawinjs 5-1/2" 12" 1 /8'1 18-1 /4" Y Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 15-104-MM2-StORWER_14 of 7 SpeKjc9 ,t j Stn—w— csl Englneprinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/7 o.c. 1 12" 4" o.c. 4" o.c. Typical, Maximum Nominal Lengths Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scole) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Revision ' Response to Comments Permit # Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades en mpassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax. N General description of revision: o IL + 00 . ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 5e Z-t2-too Monta Consulting & Design of WMR and Associates, LLC Northpointe Il Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 RECORD COPY Certificate of Authorization # 9177 Lake Mary, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Parry Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 8, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 292 Framing Repair To Whom It May Concern: Based upon an email from Carrie Macleod with Taylor Morrison on 1/5/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan Sheet [S4]. It was brought to our attention the above mentioned sheet inadvertently mislabeled the Family Room 2x bearing wall as a BW2 in lieu of the correct BW I. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan Sheet S4] with corrected bearing wall information. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. Regards, 15\0 40iIfo wtt.D Nc SANFORD F OARTH Ryan M. Gissal, P.E. Florida Lic. No. 78615 l /8/2018 17- 1910 Page ]I of 2 Reviewed and Approved by, WE. Dahlke, P.E. orida Lic. No. 81439 1 /8/2018 Monta Consulting & Design of WMR and Associates, LLC co e) N N O1 Y OO ZCr Crm OZJCrQ= JAN 0 8 2018 Bryan E. DabIke, FL Lic. No. 814 lr,:.:.;; y f ) C E IVsq,f'' No. 814,39 Z ATE OF 0990990099 ONALEN`` 4111111111 ` DESCRIPTION AS FURNISHED: Lot 292, THORNBROOKE . PHASE. 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 303 PVC FENCE RECNO 1 D. I.R. I 0.3' N. 00° 1 0' 44" W 0.3' I RECNO 1 D. I.R. OFF 40.00' OFF ZY LOT 293 LOT 292 34.80' 5.00' 16.0 3.O'x3.O' AC PAD c COV'D. p BRICK 5.00' 0 n TWO STORY RESIDENCE c F.F.-24.33' 5.0' hry COV'D. BRICK of 5.00' O O 0 O tt O o QMi Y^ OD co 5.00' 5.00' - - 16' BRICK BRICK 1 DR. WALK 25.20' 25.20' I UTIL. ESMT. 195.03' 0• PC) 5' CON[. WALK — — REC. N&O REC. N&D Ij 4596 (B•B•) S 00 ° 10 44' E 1 4596 1.6, 40.00' 1.6' ON ON ROCKY GROVE LANE 50' R/W) TRACT I UTILITY k ACCESS R/W LOT 291 42A 12oal i 6(DUt 1.R_j6 e :ttl"1-t (: 0 LVI 4,tlVV JV.F I. LIVING 1,157 SOFT. GARAGE a 451 SOFT. ENTRY a 74 SO.FT. LANAI 128 SO.FT. BREEZEWAY a N/A SOFT. DRIVEWAY 403 SOFT. A/C PAD 9 SOFT. WALKWAY 70 SOFT. IMPERVIOUS: 47.8 X 2,292 SOFT. snn 7 SnR so.FT_ R/W = 440 SOFT. yp' PROPOSED - FINISHED SPOT GRADE ELEVATION APRON 110 SOFT. SO.FT. SIDEWALK = PER DRAINAGE PLANS BUILDING SETBACKS: 30S00 = 0 SOFT. 1 VPROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA - 5,240 SOFT. PROPOSED F.F. PER PLANS - 24.1' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY a 513 SOFT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - 270 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN + CUENT NOT FIELD VERIFIED SOD SO.FT. CRUSENME' YE/R—SCOTT ASSOC, INC. — LAND SURVEYORS AND LEGEND 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT rDL. • POINT ON LINC F • FIELD 1VP. • TYPICAL 1P. • IRON PIPE P7Rt • PONT DF REVERS[ CURVATURE NOTES: I. ME UNDERSIGNED ODES HEREBY CDM1Y THAT THIS SURVEY MEETS THE STANDARDS OF PRACIICC SET FOAM BY THE FLORNG BOARD OF IA. • IRON ROD P= POIO POINT OFCOIFRDCURVATUREPROPESSSURVEYORS AND MAPPERS Do CHAPTER !J-17 FLORIDA ADMINb7RAMr CODE PURSUANT M SECTION 472027, nAam STATUES ONAL C.N. CONCRETE IO OUT Rho, RADIAL 2. UNLESS EMBOSSED WIN SLYIYEYOVYS SIGNATURE AND OR"M RAISED SEAL INNS SURVEY MAP OR COPIES ARE NOT VALID SCT LR. • IP2' IA ./PLR 45% NR. NON-RADAL 3. THIS SURVEY WAS PREPARED FROM TITLE M LE INFORMATION FURNISHEDTOTSLOWFOR. TNERC AMY BE OTHER RCSTIICMIS ACC. • RECOVERED V.P. • VITHESS POINT PLO . POINT OF DEGONINO CALC • CALCULATED OR LLSdEMS THAT AFFECT THIS PROPERTY: 4, IRO UNDERGROIINTD WPROVEYLNIS NMVE BEEN LOCATED UNLESS OINDr#SE SHOWN. PD.C. • POINT OF CONIVJCCNCNf PN)4 • PERNA DIT REFERENCE IOMRENT CCNTCRLUC Ff. • FINISNED FLOOR CLCVATION 0. INS SURVEY IS PREPARED FOR ICE SOLI MOTT OF THOSE COMFED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENITTY. MAID • NAIL L DISK RSL BUILDING SCTRACK LILAC 0. OWENSIONS SHOWN NOR THE LOCATION OF Wi110YEMEMS HEREON SHOULD NOT BE USED I9 IRLLOWSIRUCI SOUNDNRY EWES R/V RIGHT-W-VAY & A RENCNRIARK 7. BEARRAM ARE BASED ASSUMED OAnN AND ON THE LINE SHOWN AS ELSE BEARING (B.&I ESNT. • EASEMENT R.R. MSC REARING 0, flLVABONS V SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929. UMESS OTHEMISE NOTED. DRAIN. DRAINAGE UTIL • UTILITY D. Ca"PrATE OF AUI/OM7AION N. 4690. CLJC. • CNAIN LINK FENCE vDFC • VOOD rE"CC C/ D • COHCNtETE BLOCK SCALE — 1' . 20' ----- I I ORAWN BY: ••• P.C. • POINT OF CURVATM GA P.T. • POINT OF TACYCERTIFIEDeY: DATE ORDER Mr RESC. RDEESSICUR= rnON PLOT PLAN 03-10-17 f062-17 ARC LENGTH D • DELTA REVISED PLOT PLAN05-31-17 C.a n FOUNOATION/ELEVS. 08-22-17 3514-17 BEARINGFORM90ARD NORTH nwLIELEVS. 02-15-18 856-10 1\ w THIS BUILDING/PROPERTY GOES. NOTLIEWM41Ni4Js-. THE ESTABLISHED 100 YEARFLOODPLANEASPER *nRM' CRUSELEYER. R.L.S. J 4714 ZONE X. MAP / 12117C 0055 F. W. SCOTT. R.L.S 1 4801