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HomeMy WebLinkAbout429 Rocky Grove LnCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION I i JU 2 Z i7 Application No: ' N Documented Construction Value: $ 70& cc Job Address: Oil O ratrLa NR— Historic District: Yes No X Parcel ID: 27-19-30-5ly-0000- 8890 Residential [) Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE 7 LOT NUMBER: Q T Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne Perm.. — !rmitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407- 629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-257-6940 Fax: State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: ` Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 effect as of that date: 5'b Edition (2014) Florida Building Code Revised: June 30, 2015 r \ \ n n Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 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 co pliance with all applicable laws regulating construction and zoning. 1 yz,"Ilz'll 1 Signatur o Owner/Agent Dak I Sign re of Contrac r/Agent to TAYLOR MORRISO LORIDA INC JOHN ASA WRIGHT Print Owner/Agent's N Print Contract Ag R 11z 4M,7SignatureofNote -to f Florida toSignature of Notary -State of Florida D. A. CLARK r v MY COMMISSION 4 FF 209108 s4 • • D. A. CLARK EXPIRES: June 27, 2019 , * MY COMMISSION 0 FF 209108 r BordedTDru84etNotirysenita e, EXPIRES: June27,2019 f or n A. n yO Bonded Thru SAet NolarySenka Owner/ Agent is ACES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced 1D NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical© Mechanical Ej Plumbing0 Gas[] Roof Construction Type: J3 Total Sq Ft of Bldg: Occupancy Use: (Z3 Flood Zone: h —; FACHM Min. Occupancy Load: al a of Stories: 'Z New Construction: Electric - # of Amps Zzo Plumbing - # of Fixtures Oka Fire Sprinkler Permit: Yes No ® # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: J(1 UTILITIES: F50L tf-4 6 —17WASTE WATER: ENGINEERING:, A TL1-3-1-7 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. BUILDING: IP S• 1- '% Revised: June 30, 2015 Permit Application PI I P 77— 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: 429 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-0890 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OR'FICI US O LY 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 E The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#17-1914 Reviewed by: Michael Cash, CFM Date: July 3, 2017 0 Application for Right -of -Way UseO ORIfor Driveway' y Landscape Walkway & Lde D 1877 -- Department of Planning & Development Services vrww.eanfordn. gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407. 688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of- way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location oof/ isaJi the existing righht--of-w/a y and use shall be provided or application could be delayed. 7NJ 'lJ tor 8l RuoUl bef elow. Cellrretoreroedla 1. Project Location/Address: .; S!M' d V-f, L4 KA/ 2. Proposed Activity: Driveway Walkway D Other: 3. Schedule of Work: Start Date e Completion Date Emergency Repairs 4. Brief Description of Work: '^WAv Me MW &AW. 0. 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 rightof-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomrwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilties are in the public rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a Gen on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its eouncitpersons, 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 consequentiaq, or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attomey's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Guys right- of-way. I have read and understand the above statement and by signing this application I agree to its tears. I hereby understand and agree io y all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext S401 24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: iYi ::;.i: t::r.:, •.:: ter: ,:,iv : '.ii...y:Y .). is i.i:. Y:'::Y•: r{ . '.::, ,•',......rw.r Official is"e3flr/ ;i>Y..,..::: a: • i... it •; .>.:.. :. }.:' vkr :N:m .l.:C..:> rcatian`!Jo'. i v..:..,:or:•._. wi:.::.:....w..«.::.,..«r..:,... r«. a: •: ir•: s.oF<,c•«.r... :,u..:;..: yi n.:.w3sn.. `su"C4.:,N..v3.•...::::: ..': •}rr: a:a.`.i:;).w:.?.:.:.r..i S:wyriiY.,« . /a J:'Y' l•i+ : :iY, f::' iiw«j.'.{M•)::'i .%.i f Sx r.: i.:r:::: u:ra ,a: •:w»..: .,»_.:::.w...;...:.:,::. •w.ya.w•;,cvi' .. ... M.. w C,: :•yt S• va . 1:1:C• is ,w: s Ublic-Vlforict:<•` • ,,,. ...................... s. s:Y':w.a:::..::':....>. «.w.'•.Y:ai...:i.. coca i'••r,:,:k•:>..».::3.>:>3%..:•ti>.i>. i::.:...:..:: «,[wi:.::`••.:a , A •:.::.,::^'/': tK'•w:'•,:: a Y.•,':' w:.::l.,i::•S::.l:r.:.v.o;...'.,............ ... r...r .. ... ......... '.1>:>i :Y.::i Y An .4.. .. L, y.I: i:i .1 :.» >. • w:s/:.;:•W i:3.i::.:::i. r. i,«.. wL::..... %,wain.,,.::; i..i:. s.:'+:: y:'.sn;Fii'.i ,ii',.. :ii'.::,: :,.:. r.:.:scrlaw.crs• i..v... s....a.. r....r/} ........ r..... i...,...... r.....•.n......... :.. .......>r.. ),...,....... n... r::i:.:..:...:.:. ..1.:...: . •,%n:,:.:3: ' ... i.:r:: }v':::.::',. iiVV!r, ea, •./i: :::,a' 'i%3 3. %'.. .:'a'i%%:'.: `: ).'1,..Yr.i:.:: sic , iii•:'• :•'• u:wr w 7..^ •wY 15ater'• i:.;.::. r:: :'::::: ::'••. r,.Y..tY.:t,:.^.il.:•:.'r. i>:.:::: n:::Y..: .: ^,:. ): :...:' n: C.:.'[.:f :. ':'i:, s 0 .. .. ... ..,::Y:,:... /.. t:..:.•.:F ::.>i :'Y.: r..........,. f.:'.::.r.'1. i3 :Y.:: •:y.:::..,:1. v .r:' Y,w {wi: ,•+'filar Nrw wSi,•'wri S.VIf. n IP P7/lOMib• .>J Date lrr :::tC::'>.:.'': 5'«J.l w.'S:« ••:H iTil:n Sperdal.P, eiritlLConditicf's:' `••• ••• .. . September 2010 ROW Uae Dliireurov M taylor morrison TaylorMorrison 2600 Lake Lucian Drive Suite 350 Maitland, FL 32751 June 1 2017 City Manager City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Thornbrooke Single Family Lots in Phases 4 and 5 Address:. 41-0 (LOCk,0 Any1 LA 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 5. 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. WIT SSES: r Owner Si nature ' Cs` Brian Brunhofer 2-Pa C— ALmo President, Taylor Morrison of Florida, Inc. Pri Name Sig ature STATE OF FLORIDA t COUNTY OF ORANGE Printed Name The foregoing instrument was acknowledged before me this day of , 2017, by Brian Brunhofer as President for Taylor Morrison of Flori Inc. who is personally knoy(fl1 lllf onne. A R/ s y i • pJ et 28, ? 0 L ' Notary Publi Stat of Florida Print Name: r /FIL'- o OF 022420 : o My Cor on Expires: ;;A STASE J\ i Revision O Response to Comments Permit # if L4 Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: 19 Bu'Iding Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building & Fire Prevention Division Ph: 407..688.5150 Fax: 407.688.5152 Email: building@sanfordtl.gov N AUG - 7 2017 Subm`ittaWate A/ Fax: General description of revision: ROUTING INFORMATION Approvals I i- Is.,—, CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1914 Date: 07/31/17 Contact Person: Daphne Clark Contact Phone Number: 407.257.6940 Contact Fax Number: 407.905.5736 Contact E-mail Address: dayhneclarkincQ,cfl.rr.com Project Description: New Single Family Home Job Address: 429 Rocky Grove Lane (Lot 89) The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. 2"d REVIEW COMMENTS: Original Comment 2. Two (2) copies of a DWV Plumbing riser required. None submitted 2"d Review Comment The riser submitted is incorrect. The washing machine is shown located on the first floor while the plans show the washing machine on the second floor. Also the branch line for the washing machine is required to be 3" minimum — the riser specifies 2". Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fioreyC&,,sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner 4 Revision Response to Comments Permit # Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Tradesencompassedin revision: YZJ Building o 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 Date11-7 Fax: -- r. •-7"\ t JUL 2 4 201 Lo Generdescription of revision•:-"tU— y If Aluwkzr&le- ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 7- 3/- /7 &w sftNiS SF M CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,f FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1914 Date: 07/13/17 Contact Person: Daphne Clark Contact Phone Number: 407.257.6940 Contact Fax Number: 407.905.5736 Contact E-mail Address: danhneclarkinc(a,cfl.rr.com Project Description: New Single Family Home Job Address: 429 Rocky Grove Lane (Lot 89) The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Two (2) copies Florida Product Approval and corresponding installation instructions required. None submitted. FBC 107 2. Two (2) copies of a DWV Plumbing riser required. None submitted No Review Conducted** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey_Qsanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD,, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1914 Date: 07/13/17 Contact Person: Daphne Clark Contact Phone Number: 407.257.6940 Contact Fax Number: 407.905.5736 Contact E-mail Address: dauhneclarkinc(a,cfl.rr.com Project Description: New Single Family Home Job Address: 429 Rocky Grove Lane (Lot 89) The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. COMMENTS: 1. Two (2) copies Florida Product Approval and corresponding installation instructions required. None submitted. FBC 107 2. Two (2) copies of a DWV Plumbing riser required. None submitted No Review Conducted** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey-@sanfordfl.gov . Respectfully, Steve Fiorey Residential Plans Examiner REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 1 % - lglq 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 Address: A9 Lce'l(cleov.; ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Parcel ID Number:2- 19-30- j0-0000-Q 0 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. 1111111111111111111111111111111111111111 GRANT MALOYr SEMINOLE COUNTY CLENII OF CIRCUIT COURT 6 COMPTROLLER BY, 8949 Pq 68 QPgs) CLERK'S : 2017069107 RECORDED 07/07/2017 03:24:56 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 Boo', 44 - f the public records of Seminole County, Florida. Addresses "OC 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 Fee Simple Title Holder: N.A. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 : Signature of Owner's Agent: , J n Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright who is personally known to me. 06 o 97.rjN9Notary Public DA Clark My commission expires: 6/27/19 „ Q N i nature: $ CERTIP -oG('Oi f I Q,Y *.. g N CLE17005I C RT AND SEMIFLORIDA - 07 2017% 4h!rcy_ 4tiqvBY DEPUTY CLERK COUNTY OF SEMINOLE IMPACT FEE STATEMENT U60 STATEMENT NUMBER: 17100004 DATE: June 30, 2017 BUILDING APPLICATION #: 17-10000403 BUILDING PERMIT NUMBER: 17-10000403 UNIT ADDRESS: ROCKY GROVE LN 429 21-19-30-510-0000-0890 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 429 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 89 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Hoping N A 705.00 1.000 dwl unit 705.00 Housing 00 1.000 dwl unitFISEnRESCUEmilyR 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Hou ' ng 5,000.00 1.000 dwl unit 5,000.00PASingle LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 RECEIV DTBY:9L_ --iZ a/ NlV.vt SIGNATURE: O--- `(/` PLEASE PRINT NAME) _ ^ t -7DATE: vl- r NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TFJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICAIEW OPIESEOFTRULESEGOVERNM NGSAPPEOFOCCUPANCYOR EALS MAAYNBETHPICKEDUP ORDEVETFOR LOPMENT 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 tOP 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. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential ,Performance Method Project Name: t89ThrookeEdenIIIAGRW Street: (,4 Builder Name: Ta for Morrison Homes BUIL iy q 1 omb 0 rd- p,t- Permit Office: City, State, p: FL , r Owner: K Permit Number:,, Q Jurisdiction: 6915 q 17 JSANPORODesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) "1 R7T,tti 1. New construction or existing New (From Plans) 9. Wall Types(3543.6 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1762.50 fl' b. Concrete Block - Int Insul, Exterior R=11.0 1561.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 219.33 fl' 4. Number of Bedrooms 4 d. N/A R= H: 5. Is this a worst case? No 10. Ceiling Types (2007.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 2007.00 ft' 6. Conditioned floor area above grade (W) 3422 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R fl' 7. Windows(565.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 348 a U-Factor: Dbl, U=0.34 437.92 fl' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 336.4 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 128 00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A H' b. Central Unit 25.2 SEER:16.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: b. Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.983 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems 8. Floor Types (3422.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1740 00 ft' b. Conservation features EF: 0.950 b. Floor Over Other Space R=0.0 1428 00 ft' None c. other (see details) R= 254.00 ft' 15. Credits Pstat Total Proposed Modified Loads: 84.52 Glass/Floor Area: 0.165 PASSTotalBaselineLoads: 94.30 1 hereby certify that the plans and specifications covered by Review of the plans and F-tHE STq, this calculation are in compliance with the Florida Energy specifications covered by this BYO = Fp t ' Code. calculation indicates compliance y" .i'' O74)&,I` with the Florida Energy Code. un„°. PREPARED BY: Before construction is completed a " `- DATE: 3/9/-17 this building will be inspected for a compliance with Section 553.908 I hereby certify that this building designed, is in compliance the Florida Energy Code. Florida Statutes. COpwith WE OWNER/AGENT: _// _ DATE: lt7 BUILDING OFFICIAL: DATE: 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 1:51 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot89ThombrookeEdenlllAG Bedrooms: 4 Address Type: Street Address Building Type- User Conditioned Area. 3422 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % 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 1740 16182 2 8lock2 1682 15138 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1740 16182 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1682 15138 No 0 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor __ ____ 254 ft° 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 167.3 ft 0 1740 ft' 0.49 0 0.51 3 Floor Over Other Space 2nd Floor __ ____ 1428 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2230 ft' 500 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 1994 ft' Y N 3/9/2017 1.51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 nRM R4n-;-9n l4 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 216 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 30 Blown 1791 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt To Wall_T.ype Space R Value Et -In Et In Area-R_Value_Eracbon-Absor._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 56 6 9 0 508.5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 11 53 11 9 4 503.2 ft' 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 4 11 9 0 44.3 ft' 0 0.23 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45.9 ft' 0 0 0.6 0 5 E Exterior Frame - Wood 2nd Floor 13 33 0 9 0 297.0 ft' 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul 1st Floor 11 33 0 9 4 308.0 ft' 0 0 0.6 0 7 SE Exterior Frame - Wood 2nd Floor 13 4 11 9 0 44.3 ft' 0 0.23 0.6 0 8 SE Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45.9 ft' 0 0 0.6 0 9 S Exterior Frame - Wood 2nd Floor 13 56 6 9 0 508.5 ft' 0 0.23 0.6 0 10 S Exterior Concrete Block - Int Insul 1st Floor 11 51 0 9 4 476.0 ft' 0 0 0.6 0 11 W Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 06 0 12 W Exterior Concrete Block - Int Insul 1st Floor 11 19 7 9 4 182.8 ft' 0 0 0.6 0 13 Garage Frame - Wood 1st Floor 13 23 6 9 4 219.3 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 2 Metal Low-E Double Yes 0.34 0.31 27.1 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 2 Metal Low-E Double Yes 0.34 0.31 38.5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 3 NE 3 Metal Low-E Double Yes 0.34 0.31 15.4 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 NE 4 Metal Low-E Double Yes 0.34 0.31 19.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 5 E 5 Metal Low-E Double Yes 0.34 0.31 75.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 E 6 Metal Low-E Double Yes 0.34 0.31 19.3 ft' 1 ft 0 in 11 ft8 in Drapes/blinds None 7 E 6 Metal Low-E Double Yes 0.58 0.32 128.0 ft' 11 ft 0 in 0 ft 0 in None None 8 SE 7 Metal Low-E Double Yes 034 031 15.4 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 9 se 8 Metal Low-E Double Yes 0.34 0.31 19.3 tl' 3 ft 6 in 0 ft 0 in Drapes/blinds None 10 s 9 Metal Low-E Double Yes 0.34 0.31 12.0 ft' 1 ft 0 in 1 ft 4 in None None 11 s 10 Metal Low-E Double Yes 0.34 0.31 9.0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 s 10 Metal Low-E Double Yes 0.34 0.31 77.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 13 w 11 Metal Low-E Double Yes 0.34 0.31 40.0 ft' 10 ft 0 in 1 ft 10 in None None 14 w 11 Metal Low-E Double Yes 0.34 0.31 12.0 ft' 1 ft 0 in 1 ft 4 in None None 15 w 11 Metal Low-E Double Yes 0.34 0.31 20.0 ft' 1 ft 0 in 1 ft 4 in None None 3/ 9/2017 1:51 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 ORM R405-2014 WINDOWS Orientation shown is the entered, Proposed orientation. V # Wall Omt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation Int Shade Screening 16 W 12 Metal Low-E Double Yes 0.34 0.31 38.5 ft° 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 447 ft' 384 ft° 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 2610 143.29 269.47 .2613 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF:8.9999 21.8 kBtu/hr 1 HSPF,8 9999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SelPnl Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft° DUCTS V # Supply ---- Location R-Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 348 ft' Attic 6 336.4 ft Attic 2nd Floor 87 ft' Default Leakage 2nd Floor (Default) (Default) 84.1 ft' Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 3/9/2017 1:51 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 ORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heatin Jan Feb FebH Mar WMar A r r Ma Ma 11 Jun Jun JulAu Jul Au Se Se Oct Oct Nov Nov Dec Dec Venting Jan Feb Mar May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/9/2017 1:51 PM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 5 of 5 7 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 90 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FL, New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=11.0 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=30 0 3422 b. N/A R= Area c. N/A R= 437.92 W 11. Ducts a. Sup. Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 128.00 fl= 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 12. Cooling systems n= a. Central Unit b. Central Unit n= 13. Heating systems a. Electric Heat Pump 3.983 n. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1740.00 fl= a. Electric 1428.00 fl= 254.00 fl= 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: C/ j% Date: Address of New Home: Tag P4 _ Q rov-,_ L rt Ak City/FL Zip: 3 Q K 41-q Area 1762.50 fl= 1561.80 fl= 219.33 fl= n= Area 2007.00 fl= n= n= R n= 6 348 6 336.4 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 21.8 HSPF:9.00 21.8 HSPF:9.00 Cap: 50 gallons EF: 0.95 WE Pstat 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 1:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report me • = camrw= ah 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes Job: Lot89ThombrookeEdenl... Date: 05.28.15 By: ER Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17739 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.3°F Latent gain: 3236 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20975 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18379 Btuh 104% of load Latent capacity: 3607 Btuh 111% of load Total capacity: 21986 Btuh 105% of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 41.7°F Heat loss: 19561 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 21148 Btuh 1080/6 of load Capacity balance: 38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.8 kW 102% of load Temp. rise: 22 OF Meets are all requirements of ACCA Manual S. c wri htsoft' 2017-Mar-0914:12:25 9 Righl-Suile® Universal 2017 17 0 16 RSU24011 Page 1 ZA...00keEdenlllAGRW1Lol89ThornbrookeEdenlllAGRW.rup Calc = MJ8 House faces: W 1 DEL -AIR Manual S Compliance Report Bi0 • " ah2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL•AIR.COM For: Taylor Morrison Homes Design Conditions Job: Lot89ThombrookeEdenl... Date: 05.28.15 By: ER Outdoor design DB: 92.5°F Sensible gain: 19550 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.3°F Latent gain: 2840 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 22390 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230•++TDR Actual airflow: 840 cfm Sensible capacity: 19823 Btuh 101% of load Latent capacity: 3875 Btuh 136% of load Total capacity: 23699 Btuh 1060/6 of load SHR: 840/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 14368 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230•++TDR Actual airflow: 840 cfm Output capacity: 21148 Btuh 147% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 4.3 kW 1030/6 of load Temp. rise: 31 OF Meets are all requirements of ACCA Manual S. C wri htsoft• 2017-Mar-0914:12:25 9 Right•Suite® Universal 2017 17.0.16 RSU24011 Page 2 00keEdenlllAGRW\Lol69ThornbrookeEdenlllAGRW.rup Calc - MJ8 House laces: W r :, a/DEL-AIR Component Constructionsp 1EA1°t0 • °111' Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot89ThombrookeEdenl... Date: 05.28.15 By: ER Project• For: Taylor Morrison Homes Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (°F) 17 (M) Method Simplified Wet bulb (OF) 76 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 m Bluh/ft°-IF fts-•F/Bluh Btuh/M Btuh BtuhAlz Bluh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int Irish Partitions 12C-Osw: Frm wall, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or ouir, air gas, mill no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 It window ht, 1 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 it window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or outr, air gas, mill no brk Irm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 1.33 ft sep.); 6.67 it head ht n 509 0.091 13.0 2.58 1310 2.84 1443 ne 29 0.091 13.0 2.58 75 2.84 83 e 222 0.091 13.0 2.58 572 2.84 630 se 29 0.091 13.0 2.58 75 2.84 83 s 497 0.091 13.0 2.58 1279 2.84 1409 w 288 0.091 13.0 2.58 742 2.84 817 all 1573 0.091 13.0 2.58 4052 2.84 4464 n 438 0.095 7.5 2.69 1177 2.02 886 ne 27 0.095 7.5 2.69 72 2.02 54 e 161 0.095 7.5 2.69 432 2.02 325 se 27 0.095 7.5 2.69 72 2.02 54 s 390 0.095 7.5 2.69 1048 2.02 789 w 119 0.095 7.5 2.69 321 2.02 241 all 1161 0.095 7.5 2.69 3122 2.02 2350 201 0.091 13.0 2.58 519 1.44 291 n 27 0.340 0 9.62 261 10.6 287 w 39 0.340 0 9.62 371 30.4 1170 all 66 0.340 0 9.62 631 22.2 1457 n 39 0.340 0 9.62 371 10.6 408 ne 19 0.340 0 9.62 185 22.9 441 e 19 0.340 0 9.62 185 30.4 585 s 77 0.340 0 9.62 742 12.2 937 all 154 0.340 0 9.62 1483 15.4 2371 ne 15 0.340 0 9.62 148 22.9 353 e 75 0.340 0 9.62 722 30.4 2277 se 15 0,340 0 9.62 148 22.7 350 all 106 0.340 0 9.62 1018 28.2 2980 C wri htsoft' 2017-Mar-0914:12:25 A9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 00keEdenlllAGRW\Lot89ThornbrookeEdenlllAGRW.rup Calc - MJ8 House laces: W r 2A-2omd: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, a 128 0.580 0 16.4 2101 16.8 2156 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 It overhang (8 ft window ht, 0 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, se 19 0.340 0 9.62 185 11.7 226 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 3.5 ft overhang (6.25 ft window ht, 0 If sep.); 6.67 ft head ht 213-21m: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, s 12 0.340 0 9.62 115 12.4 149 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft w 20 0.340 0 9.62 192 35.7 715 window ht, 1.33 ft sep.); 6.67 It head ht all 32 0,340 0 9.62 308 27.0 864 2A-2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, s 9 0.340 0 9.62 87 12.2 110 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.17 ft window ht, 11.67 It sep.); 6.67 It head ht 10C-m: 2 glazing, clr ouir, air gas, mil no brk Irm mat, clr low-e innr, w 40 0.340 0 9.62 385 9.20 368 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 10 ft overhang (6.67 ft window ht, 1.83 ft sep.); 6.67 If head ht 2B-21m: 2 glazing, clr outr, air gas, m11 no brk frm mat, clr low-e innr, w 12 0.340 0 9.62 115 35.7 429 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (2 It window ht, 1.33 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 196 12.0 213 all 42 0,390 0 11.0 461 12.0 501 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 2007 0.032 30.0 0.91 1817 1.74 3483 gypsum board int Insh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir 1nsh, r-19 cav ins, gar ovr 254 0.050 19.0 1.41 360 0.71 181 22A-ipl: Bg floor, light dry soil, on grade depth 167 0,989 0 28.0 4683 0 0 C Wrl htsoft• 2017-Mar-09 14:12 25 At. 9 Right -Suite® Universal 2017 17 0.16 RSU24011 Page 2 ookeEdenillAGRW\Lol89ThombrookeEdenillAGRW.rup Calc - MJ8 House faces: W ThombrookeEdenl1' DEL -AIR Component Constructions Job: Lo189Date: 05.28.15 1EAlm` 00N01" 0 ah1 By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-M3 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 it Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (°F) - 76 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 tla BWhMr -F ft -FBWh BWhAp Btuh BWh/II' Bwh Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum n 438 0.095 7.5 2.69 1177 2.02 886 board int fnsh ne 27 0 095 75 269 72 202 54 Partitions 12C-Osw: Frm wall, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud e 161 0,095 7.5 2.69 432 2.02 325 se 27 0.095 7.5 2.69 72 2.02 54 s 390 0.095 7.5 2.69 1048 2.02 789 w 119 0.095 7.5 2.69 321 2.02 241 all 1161 0.095 7.5 2.69 3122 2.02 2350 201 0.091 13.0 2.58 519 1.44 291 Windows 2A-2om: 2 glazing, clr ouir, air gas, mil no brk firm mat, clr low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (6.25 It window ht, 1 it sep.); 6.67 it head ht Nr all 2A-2om: 2 glazing, clr ouir, air gas, mil no brk firm mat, Or low-e innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ne ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 It head ht e s all 2A-2omd: 2 glazing, Or ouir, air gas, mil no brk frm mat, clr low-e innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, clr low-e innr, se 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 3.5 ft overhang (6.25 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mil no brk firm mat, clr low-e innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 it overhang (4.17 it window ht, 11.67 ft sep.); 6.67 it head ht 27 0.340 0 9.62 261 10.6 287 39 0.340 0 9.62 371 30.4 1170 66 0.340 0 9.62 631 22.2 1457 39 0,340 0 9.62 371 10.6 408 19 0.340 0 9.62 185 22.9 441 19 0.340 0 9.62 185 30.4 585 77 0.340 0 9.62 742 12.2 937 154 0.340 0 9.62 1483 15.4 2371 128 0,580 0 16.4 2101 16.8 2156 19 0.340 0 9.62 185 11.7 226 9 0.340 0 9.62 87 12.2 110 wri htsoft` 2017-Mar-09 14:12 25 gt 9 Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 3 4CCA . ookeEdenlllAGRW\Lot89ThornbrookeEdenlllAGRW.rup Calc = MJB House laces: W Doors 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" gypsum board int lnsh Floors 22A-ipl: Bg Moor, light dry soil, on grade depth w 24 0.390 0 11.0 265 12.0 288 n 18 0.390. 0 11.0 196 12.0 213 all 42 0,390 0 11.0 461 12.0 501 216 0.032 30.0 0.91 196 1.74 375 167 0.989 0 28.0 4683 0 0 wri htsofC 2017-Mar-0914:12:25 9 Right -Suite® Universal 2017 17 0 16 RSU24011 Pape 4 A...00keEdenlllAGRW\Lol89ThombrookeEdenlllAGRW.rup Calc - MJ8 House laces: W DEL -AIR Component Constructions Job: Lot89ThombrookeEdenl... P Date: 05.28.15 tea' AM ODNWnM= ah2 By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Project• • For: Taylor Morrison Homes Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 (M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fP BWhllt •F ft •F/BWh BWhAP BWh BWhm7 BWh Walls 12C-Osw: Frm wall, stucco exl, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Partitions none) Windows 2A-2om: 2 glazing, Or ouir, air gas, mil no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (5 It window ht, 1.33 ft sep.); 6.67 ft head ht 2B-21m: 2 glazing, Or ouir, air gas, mil no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.33 ft sep.); 6.67 ft head ht 10C-m: 2 glazing, clr ouir, air gas, mil no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 10 ft overhang (6.67 ft window ht, 1.83 ft sep.); 6.67 ft head ht 2B-2fm: 2 glazing, Or ouir, air gas, mill no brk frm mat, Or low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (2 It window ht, 1.33 ft sep.), 6.67 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board in1 fnsh n 509 0.091 13.0 2.58 1310 2.84 1443 ne 29 0.091 13.0 2.58 75 2.84 83 e 222 0.091 13.0 2.58 572 2.84 630 se 29 0.091 13.0 2.58 75 2.84 83 s 497 0.091 13.0 2.58 1279 2.84 1409 w 288 0.091 13.0 2.58 742 2.84 817 all 1573 0.091 13.0 2.58 4052 2.84 4464 ne 15 0.340 0 9.62 148 22.9 353 e 75 0.340 0 9.62 722 30.4 2277 se 15 0.340 0 9.62 148 22.7 350 all 106 0.340 0 9.62 1018 28.2 2980 s 12 0.340 0 9.62 115 12.4 149 w 20 0.340 0 9.62 192 35.7 715 all 32 0.340 0 9.62 308 27.0 864 w 40 0.340 0 9.62 385 9.20 368 w 12 0.340 0 9.62 115 35.7 429 1791 0,032 30.0 0.91 1621 1.74 3108 C wri htsoft' 2017-Mar-0914:12:25 K:CA9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 ookeEdenlllAGRW\Lot89ThombrookeEdenillAGRW.rup Calc - MJ8 House laces W Floors 20P-19c: Fir floor, irm fir, 6- thkns, carpel fir fnsh, r-19 cav ins, gar ovr 254 0.050 19.0 1.41 360 0.71 181 C wri htsofC 2017-Mar-0914:12:25 Ake 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 6 A...00keEdenlllAGRW\Lol897hombrookeEdenlllAGRW rup Cat a MJ8 House faces: W Job: Lot89ThombrookeEdenl... RDEL-AIR Project Summary Date: 05.28.15 rEntau • M so111rrr1MM Entire House By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison Homes Notes: RVSD 9/15/16 JA LS 3/9/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 27536 Btuh Ducts 6394 Btuh Central vent (0 cfm) 0 Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 27981 Btuh Ducts 9308 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33930 Btuh Use manufacturer's data y Rate/swingg multiplier load 1.00 BtuhInfiltrationEquipmenisensible37289 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4231 Btuh Ducts 1844 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 3422 3422 Equipment latent load 6076 Btuh Volume (f13) 32449 32449 Air changes/hour 0.37 0.19 Equipment total load 43365 Btuh Equiv. AVF (cfm) 200 103 Req. total capacity at 0.70 SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Trade n/aTraden/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Mar-09 14:12.25 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 ACCP.... ookeEdenillAGRW\Lot89ThornbrookeEdenlllAGRW.rup Calc - MJ8 House laces W DEL -AIR Project Summary Job: Lot89ThombrookeEdenl... y Date: 05.28.15 Nurnlo • COMM 111wo ah 1 By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax. 407-333.3853 Web WWW.DEL-AIR.COM For: Taylor Morrison Homes Notes: RVSD 9/15116 JA LS 3/9/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16384 Btuh Structure 13111 Btuh Ducts 3177 Btuh Ducts 4628 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh e) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19561 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipmenf sensible load 17739 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2318 Btuh Ducts 918 Btuh Central vent (0 cfm) 0 Btuh Heatingg cool i n9 none) Area (ft2) 740 1740 Equipment latent load 3236 Btuh Volume (W) 16334 16334 Air changes/hour 0.35 0.18 Equipment total load 20975 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230'++TDR AHRI ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 470F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 38 OF Backup: Input = 6 kW, Output = 19884 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C i htisoft• 2017•Mar-09 14:12 25 wr9 Righl-Suile® Universal 2017 17.0.16 RSU24011 Pape 2 c00keEdenlllAGRWILol89ThornbrookeEdenlllAGRW. rup Calc - M,18 House faces W R DEL -AIR Project Summary Job: Lot89ThombrookeEdenl... 7 Date: 05.28.15 MIMIC • M COND ON1110 ah2 By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Project• • For: Taylor Morrison Homes Notes: RVSD 9/15/16 JA LS 3/9/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 11152 Btuh Ducts 3217 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 14368 Btuh Infiltration Method Construction quality Fireplaces Simplified Average He 168 Coo inq Area (ft z 22 682 Volume ft3) 16115 16115 Air changes/hour 0.40 0.20 Equiv. AVF (cfm) 106 54 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 7045677 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 OF Backup: 9 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.058 cfm/Btuh 0.30 in H2O Input = 4 kW, Output = 14837 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 14870 Btuh Ducts 4680 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 19550 Btuh Latent Cooling Equipment Load Sizing Structure 1914 Btuh Ducts 926 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2840 Btuh Equipment total load 22390 Btuh Req. total capacity at 0.75 SHR 2.2 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9 htsofft' 2017-Mar-0914:12:25 400A Right-Suile® Universal 2017 17.0.16 RSU24011 Page 3 00keEdenillAGRW\Lol89ThombrookeEdenillAGRW rup Calc = MJ8 House faces: W DEL -AIR Right-J® Worksheet Entire House DEL-AIRHEATING & AIR 2 CNDoO2165531 CODISCOWAY, SANFORD, FL 3433665ax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot89ThombrookeEdenINA... Date: 05.28. 15 By: ER 1 Room name Entire House ah1 2 Exposed wall 363.2 It 167.3 It 3 Room height 9.2 It 9.3 11 4 Room dimensions 5 Room area 3542.8 It2 1752.3 112 Ty Constriction U- value Or HTM Area (I12) Load Area (flx) Load number BtulVftZOF) Btuh/ 119 or perimeter (11) Btuh) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12C- 0sw 0.091 n 2.58 2.84 509 509 1310 1443 0 0 0 0 Vy 13A-7. 5ocs 2A-2orn 0. 095 0. 340 n n 2. 69 9. 62 2. 02 10. 58 503 27 438 0 1177 261 886 287 503 27 438 0 1177 261 886 287 Vy 11 2A- Zom12C- 0sw 0. 340 0. 091 n no 9. 62 2. 58 10. 58 2. 84 39 45 0 29 371 75 408 83 39 0 0 0 371 0 408 0 2A- 2om 0. 340 ne 9.62 22.89 15 0 148 353 0 0 0 0 Vy Y-C 13A• 7.5ocs 2A•2om 0. 095 0. 340 n o ne 2.69 962 2.02 22. 89 46 19 27 0 72 185 54 441 46 19 27 0 72 185 54 441 VI/ YLC 12C- 0sw 0. 091 a 2.58 2.84 297 222 572 630 0 0 0 0 2A-tom 0. 340 a 9.62 30.36 75 0 722 2277 0 0 0 0 Vy G^ 13A• 7. 5ocs 2A-tom 2A- 2omd 0. 095 0. 340 0. 580 a a a 2. 69 9. 62 16. 41 2. 02 30. 36 16. 85 308 19 128 161 0 128 432 185 2101 325 585 2156 308 19 128 161 0 128 432 185 2101 325 585 2156 yl t- C 12C- 0sw 0. 091 se 2.58 2.84 45 29 75 83 0 0 0 0 2A-2Dm 0. 340 se 9.62 22.73 15 1 148 350 0 0 0 0 yl 13A•7. 5ocs 0.095 se 269 2.02 46 27 72 54 46 27 72 54 1-6 yl 2A-2om 12C- 0sw 0. 340 0. 091 se S 9. 62 2. 58 11. 71 2. 84 19 509 18 497 185 1279 226 1409 19 0 18 0 185 0 226 0 6 2B- Zrn 0.340 s 9.62 12.44 12 12 115 149 0 0 0 0 y/ 13A-7 5ocs 0.095 s 2.69 2.02 476 390 1048 789 476 390 1048 789 2A•2om 0. 340 s 9.62 12.15 9 0 87 110 9 0 87 110 y/ 2A-2om 12C- 0sw 0. 340 0. 091 s w 9. 62 2. 58 12. 15 2. 84 77 360 0 288 742 742 937 817 77 0 0 0 742 0 937 0 I0C- m 2B- 21m 2B- 21m 0. 340 0. 340 0. 340 w w w 9. 62 962 9.62 9. 20 35. 73 35. 73 40 12 20 39 0 0 385 115 192 368 429 715 0 0 0 0 0 0 0 0 0 0 0 0 VH 13A- 7. 5ocs 2A•2om 0. 095 0. 340 w w 269 9. 62 2. 02 30. 36 182 39 119 0 321 371 241 1170 182 39 119 0 321 371 241 1170 GD q 11DO12C- 0sw 0. 390 0. 091 w 11.04 2.58 11. 99 1. 44 24 219 24 201 265 519 288 291 24 219 24 201 265 519 288 291 D 11D0 0. 390 n 11.04 11.99 18 18 196 213 18 18 196 213 C 16B-30ad 0.032 0.91 1.74 2007 2007 1817 3483 216 216 196 375 F 2OP-19c 0.050 1.41 0.71 254 254 360 181 0 0 0 0 F 22A-td 0.989 27.99 0.00 1752 167 4683 0 1752 167 4683 0 6 c) AED excursion 0 0 Envelope loss/gain 21328 22230 13469 9836 12 a) Infiltration 6208 1971 2915 926 b) Room ventilation 0 0 0 0 13 Irdernal gains. Occupants @ 230 5 1150 4 920 Appliances/other 2630 1430 Subtotal (lines 6 to 13) 27536 27981 16384 13111 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 27536 27981 16384 13111 15 Duct bads 1 235/6 1 335/6 1 6394 9" 19Yo 35% 3177 4628 Total room bad 33930 37289 19561 17739 Air required (elm) 1680 1680 1 1 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk Wtrightsoft' Right- SuilsO Universal 2017 17 0.16 RSU24011 2017-Mar-09 1 Page 1 00keEdenlllAGRW% Lot89ThombrookeEdenlllAGRW.rup Calc - MJ8 House laces: W 3. QEL-AIR r - M CONDMVmio Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 9NDITIQNINq531CODISCOWAY, SANFORD. FL 32771 hone: 407.3 2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lo189ThombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name ah2 2 Exposed wall 195.8 if 3 Room height 9.0 It 4 Room dimensions 5 mRooarea 1790.5 fie Ty Construction U-value Or HTM Area (fig Load Area Load number Btuh/117--F) BI f12) or perimeter (fl) Bluh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.84 509 509 1310 1443 13A- 7 5ocs 0.095 n 2.69 2.02 0 0 0 0 2A- 2om 0.340 n 9.62 10.58 0 0 0 0 2A• 2om 0.340 n 9.62 1058 0 0 0 0 11 yl ILi 12C- Osw 0.091 ne 2.58 2.84 45 29 75 83 2A- 2om 0.340 ne 9.62 22.89 15 0 148 353 y LG13A•7.5ocs 2A• 2om 0. 095 0. 340 ne ne 2. 69 9. 62 2. 02 22. 89 0 0 0 0 0 0 0 0 y! 12C-Osw 2A• 2om 0. 091 0. 340 e a 258 9. 62 2. 84 30. 36 297 75 222 0 572 722 630 2277 LG13A- 7.5ocs 0.095 a 2.69 2.02 0 0 0 0 2A- 2an 2A• 2Dmd 0. 340 0. 580 a a 9. 62 1641 30. 36 16. 85 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 se 2.58 2.84 45 29 75 83 LG 2A-2an 0.340 se 9.62 22.73 15 1 148 350 y! 13A-7.5ocs 0.095 se 2.69 2.02 0 0 0 0 2A- 2om 0.340 se 9.62 11.71 0 0 0 0 G1 G 12C- Osw 0.091 s 2.58 2.84 509 497 1279 1409 2B• 21m 13A• 7.5ocs 0. 340 0. 095 s s 9. 62 2. 69 12. 44 2. 02 12 0 12 0 115 0 149 0 Vy1^ ZA- Zorn 0.340 s 9.62 12.15 0 0 0 0 2A• 2on 0.340 s 962 12.15 0 0 0 0 Vj/ 12C-M 0. 091 w 2.20 340 239 742 817 10C- m 2B- 21m 2B• 21m 0. 340 0. 340 0. 340 w w w 9. 62 9.62 9. 62 9. 62 9. 20 35. 73 35. 73 40 12 20 39 0 0 385 115 192 368 368429 715 1-GGG Vjl 13A•7.5ocs 2A• 2Dm 0. 095 0. 340 w w 2. 69 9. 62 202 30. 36 0 0 0 0 0 0 0 0 fj 11 DO 12C- Osw 0. 390 0. 091 w 11.04 2. 58 11. 99 1. 44 0 0 0 0 0 0 0 0 L- D DO 0.390 n 1104 11.99 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 1791 1791 1621 3108 F 2OP-19c 0.050 1.41 0.71 254 254 360 181 F 2ZA•td 0.989 27.99 000 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 7859 12394 12 a) Infiltration 3292 1045 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 1 230 Appliances/ other 1200 Subtotal ( lines 6 to 13) 11152 14870 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 11152 14870 1151 Duct loads 29'/a 31% 3217 4680 Taal room load 143681 119550 Air required (cfm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right - Suite® Universal 2017 17 0 16 RSU24011 Page 2 wrighttsoft- 2017-Mar-0914:12.25 00keEdenlllAGRW% Lot89ThornbrookeEdenlllAGRW.rup Calc - MJ8 House laces: W DEL -AIR Right-J® Worksheet me- m conwn o ah 1 DEL -AIR HEATING & AIR 7199NDITI% IN9531CODISCOWAY, SANFORD, FL 327hone: 407-3 -2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot89ThombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name ah1 pwdr 2 Exposed wall 167.3 It 5.5 If 3 Room height 9.3 It 9.3 It heat/cool 4 Room dimensions 5.5 x 7.0 If 5 Room area 1752.3 1t2 38.5 112 Ty Construction U-value Or HTM Area (f12) Load Area (tt2) Load number Btuh/112••F) Btuh/it2) or perimeter (it) Btuh) or penmeier (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W yl 12C- Osw 13A• 7.5ocs 2A• 2om 0. 091 0. 095 0. 340 n n n 0. 00 2. 69 9. 62 0. 00 2. 02 10. 58 0 503 27 0 438 0 0 1177 261 0 886 287 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 9.62 10.58 39 0 371 408 0 0 0 0 11 1IL1 12C-Osw 0.091 no 0.00 0.00 0 0 0 0 0 0 0 0 lG 2A-2om 0.340 no 0.00 0.00 0 0 0 0 0 0 0 0 y1 13A-7.5ocs 0.095 ne 2.69 2.02 46 27 72 54 0 0 0 0 C 2A-tom 0.340 no 9.62 22.89 19 0 185 441 0 0 0 0 y/ 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 Cyl 13A-7.5ocs 0.095 a 2.69 2.02 308 161 432 325 0 0 0 0 C C 2A- 2om 2A• 2ornd 0. 340 0. 580 a a 9. 62 16. 41 30. 36 16. 85 19 128 0 128 185 2101 585 2156 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2Dm 0.340 se 0,00 0.00 0 0 0 0 0 0 0 0 Vy Y- G 13A- 7.5ocs 2A- 2om 0. 095 0. 340 se se 2. 69 9. 62 2. 02 11. 71 46 19 27 18 72 185 54 226 0 0 0 0 0 0 0 0 VN 12C-Osw 0.091 s 0,00 0.00 0 0 0 0 0 0 0 0 L- G 2B-21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 V613A- 7.5ocs 0.095 s 2.69 2.02 476 390 1048 789 51 42 114 86 2A- 2om 0.340 s 9.62 12.15 9 0 87 110 9 0 87 110 2A• 2Dm 0.340 s 9.62 12.15 77 0 742 937 0 0 0 0 Vj/ 12C-m 0. 340 w 000 0.00 0 0 0 0 0 0 0 0 10C- m 2B- 21m 2B• 21m 0. 340 0. 340 0. 340 w w w 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-GGG Vy p 13A- 7.5ocs 2A• 2Dm 0. 095 0. 340 w w 2. 69 962 2. 02 30. 36 182 39 119 0 321 371 241 1170 0 0 0 0 0 0 0 0 R 11D0 12C- Osw 0. 390 0. 091 w 11 04 2. 58 11. 99 1. 44 24 219 24 201 265 519 288 291 0 0 0 0 0 0 0 0 n 11D0 0.390 n 11.04 11.99 18 18 196 213 0 0 0 0 C 16B-30ad 0.032 091 1.74 216 216 196 375 0 0 0 0 F 20P-19c 0.050 000 0.00 0 0 0 0 0 0 0 0 F 22A•Id 0.9m 27.99 0.00 1752 167 4683 0 39 6 154 0 6 c) AED excursion 0 10 Envelope loss/gain 13469 9836 354 206 12 a) Infiltration 2915 926 96 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/ other 1430 1 10 Subtotal ( lines 6 to 13) 16384 13111 450 236 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16384 13111 450 236 15 Duct bads 119% 35'/0 1 3177 4628 19% 359% 1 87 83 Total room bad 19%1 17739 538 319 Air required (cim) 840 840 23 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - 00j- wrightsoft' 2017-Mar-0914:12:25 4M Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 00keEdenlllAGRW\ Lo189ThornbrookeEdenlllAGRW rup Calc = MJ8 House faces. W 1 rmro DEL -AIR a carmnroroo Right-J® Worksheet ahl DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CPhoVeDao 3 3nz66N5 Fax: 407-333-3853 Web WWW DEL•AIR.COM Job: LotWhombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name brkfst kitchen 2 Exposed wall 32.3 It 14.0 it 3 Room height 9.3 It heat/cool 9.3 1t heat/cool 4 5 Room dimensions Room area 1.0 x 163.3 it 163.3 It= 14.0 x 13.5 It 189.0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (fig Load number BtuWl F) Bluh/ft2) or perimeter (II) Stuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heal cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 0 095 n 2.69 2.02 89 89 238 179 131 131 351 264 2A-2am 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A•2om 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 y/ 12C-Osw 0.091 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 no 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 ne 2.69 2,02 46 27 72 54 0 0 0 0 2A-tom 0.340 ne 9.62 22.89 19 0 185 441 0 0 0 0G Vy G 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-tom 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 e 269 2.02 61 41 111 84 0 0 0 0 2A-2om 0.340 a 9.62 30.36 19 0 185 585 0 0 0 0 2A•2omd 0.580 a 16.41 16.85 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 se 000 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 13A•7.5ocs 0 095 se 2.69 2.02 46 27 72 54 0 0 0 0 y/ 2A-2om 12C-Osw 0.340 0.091 se s 962 0.00 11.71 0.00 19 0 18 0 185 0 226 0 0 0 0 0 0 0 0 0 G 28-21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 T 13A-7.5ocs 0 095 s 2.69 2.02 61 61 163 123 0 0 0 0 2A•2om 0 340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2om 0.340 s 9,62 1215 0 0 0 0 0 0 0 0 yl 12C- 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 10C-m 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-21m 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2B-21m 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 2A•2om 0.095 0.340 w w 2.69 9.62 2.02 30,36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 11 DO 12C-Osw 0.390 0.091 w 11.04 2.58 11.99 1.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 2OP-19c 0.050 0.DO 0.00 0 0 0 0 0 0 0 0 F 2ZA-10 0.989 27.99 0.00 163 32 905 0 189 14 392 0 6 c) AED excursion 129 115 Envelope loss/gain 2119 1875 743 150 12 a) Infiltration 564 179 244 77 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 0 12DO Subtotal (lines 610 13) 2683 2054 987 1427 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2683 2054 987 1427 15 Duct Wads 19% 350/6 520 725 19/6 W/o 191 504 Total room load M 2779 1178 1931 Air required (cfm) 138 132 1 51 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A%K wrightsotft• Right -Suite® Universal 2017 17 0.16 RSU24011 20t 7-Mar-09 1 Page 4 00keEdenlllAGRW\Lot89ThornbrookeEdenlllAGRW rup Calc = MJ8 House faces: W DEL --AIR Right-J® Worksheet n.o - M cor11111rrerere ah 1 DEL -AIR HEATING & AIR 9NDITIO NINC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.3 -2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot89ThombrookeEden111A... Date: 05.28.15 By: ER 1 Room name dining living 2 Exposed wall 19.5 f1 37.5 it 3 Room height 9.3 It heal/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 468.0 It 468 0 ft2 16.0 x 13.5 it 216.0 112 Ty ion U-value Or HTM Area (f12) Load Area (112) LoadnConstBluh/fIZOF) B1uh/112) or perimeter (It) Btuh) or perimeter (11) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 W 12C-0sw 13A-7.5ocs ZA-2om 0.091 0.095 0.340 n n n 0.00 2.69 962 0.00 2.02 10.58 0 126 0 0 87 0 0 234 0 0 176 0 0 149 27 0 122 0 0 329 261 0 247 287 11 yl G 2A-Zom 12C-0sw 0.340 0.091 n ne 9.62 0.00 1058 0.00 39 0 0 0 371 0 408 0 0 0 0 0 0 0 0 0 2A-2om 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 yl L-0 13A•7.5ocs 2A-2om 0.095 0.340 ne no 2.69 9.62 2.02 22.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tVy 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 00 13A-7.5ocs 2A•2om 2A•2omd 0.095 0.340 0.580 a a a 2.69 9.62 16.41 2.02 30.36 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy YLG 12C-0sw 2A-2an 0.091 0.340 se se 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy t--G 13A-7.5ocs 2A•2om 120-0sw 0.095 0.340 0.091 se se s 2.69 9.62 0.00 2.02 11.71 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0yLG2B•21m 13A•7.Sms 2A•2om 0.340 0.095 0.340 s s s 0.00 2.69 9.62 0.00 2.02 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 75 0 0 75 0 0 201 0 0 151 0 Vy C C 2A•2Dm 12C-0sw 0.340 0. s w 9.62 0.00 12.15 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Val L----GGG 10C•m 2B-21m 28•21m 0.340340 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.Socs 2A-2om 0.095 0.340 w w 2.69 962 2.02 30.36 56 0 32 0 85 0 64 0 126 39 87 0 235 371 177 1170 q 11 DO 12C-0sw 0.39D 0.091 w 11.04 2.58 11.99 1.44 24 0 24 0 265 0 288 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168•30ad 0.032 0.91 1.74 0 0 0 0 216 216 196 375 F 20P•19C 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A•10 0.989 27.99 0.00 468 20 546 0 216 38 1050 0 6 c) AED excursion 95 366 Envelope loss/gain 1501 841 2641 2773 12 a) Infiltration 339 108 653 207 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 230 1 1 0 Subtotal (lines 6 to 13) 1840 1179 3294 2980 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1840 1179 3294 2980 Duct bads 190/0 35% 357 416 19% 35% 639 1052 r15i Total room bad 2196 1595 3933 4032 Air required (cfm) 94 76 169 191 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2017-Mar-0914:12:25 rA Right-Suile® Universal 2017 17.0.16 RSU24011 Page 5 00keEdenlllAGRW\Lo189ThombrookeEdenlllAGRW.rup Cale - MJ8 House laces W DEL -AIR wffw • = cmollmoo Right-J® Worksheet ah1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C4 Phone: 4p077IOi-266655 Fax: 407-333.3853 Web WWW DEL -AIR COM Job: LotWhombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name family den 2 Exposed wall 43.5 It 14.0 1t 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 17.0 x 26.5 it 450.5 fie 14.0 x 13.0 It 182.0 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (fl2) Load BtutVftZ•F) Btuhl49 or perimeter (if) Btuh) or perimeter (1t) Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 W Vjl I--fi6 12C-Osw 13A•7.5ocs 2A•2Dm 0.091 0.095 0.340 n n n 0.00 2.69 9.62 0.00 2.02 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl C 11 2A-2om 12C-Osw 0.340 0.091 n ne 9.62 0.00 10.58 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 re 0.00 0.00 0 0 0 0 0 0 0 0 y1 C 13A-7.5ocs 2A•2om 0.095 0 340 no no 2.69 9.62 2.02 22.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 12C-Osw 2A•2om 0.091 0.340 a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0LO Vj/ 13A-7.5ocs 2A-2om 2A-2Dmd 0.095 0.340 0.580 a a a 2.69 9.62 16.41 2.02 30.36 16.85 247 0 128 119 0 128 321 0 2101 241 0 2156 0 0 0 0 0 0 0 0 0 0 0 0 I--(i TC Vy 12C-Osw 2A-2om 0.091 0.340 se se 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G yl C 13A-75ocs 2A-tom 0.095 0.340 se se 2.69 9.62 2.02 11.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 28-21m 2A-2om 0.340 0.095 0.340 s s s 0.00 2.69 9.62 0.00 2.02 12.15 0 159 0 0 12D 0 0 323 0 0 243 0 0 131 0 0 92 0 0 248 0 0 186 0 6 V613A-7.5ocs 2A-2om 0.340 s 9.62 12.15 39 0 371 468 39 0 371 468 Vj/ 12C 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 IOC-m •m 2B-21m 2B-21m 0.340 0.340 0.340 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-_{((^`a V613A-7.5ocs 2A•2om 0.095 0.340 w w 2.69 9.62 2.02 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 11 DO 12C-Osw 0.390 0.091 w 11.04 2.58 11.99 1.44 0 0 0 0 0 0 0 0 0 121 0 121 0 312 0 175 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 0 0 0 0 0 0 0 0 F 20P-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-10 0.989 27.99 0.00 451 44 1218 0 182 14 392 0 6 c) AED excursion 318 49 Envelope loss/gain 4333 2791 1323 878 12 a) Infiltration 758 241 244 77 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/outer 0 0 Subtotal (lines 6 to 13) 5091 3952 1567 956 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5091 3952 1567 956 15 Duct loads 1 195/6 359/6 1 %7 1395 191/0 350/6 304 337 Total room bad I 1 60781 5347 1870 1293 Air required (cfm) 261 253 1 1 80 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f\ W trightSOlTt' Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Mar 09 1 Page 6 00keEdenlllAGRW\Lol89ThornbrookeEdenlllAGRW rup Calc - MJ8 House faces: W DEL-AIR r • M corollmao Right-J® Worksheet ahl DEL -AIR HEATING 81 AIR 531 CODISCO WAY, SANFORD, FL 3277'1 ND40 ION6N(Fax. 407-333.3853 Web: WWW.DEL•AIR.COM Job: Lot89ThombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name mud room 2 Exposed wall 1.0 It 3 Room height 9.3 It heat/cool 4 Room dimensions 6.0 x 7.5 it 5 Room area 45.0 ate Ty Construction U-value Or HTM Area (It) Load Area Load number BtutdllZ°F) Stuf fl2) or perimeter (It) Elf h) or perimeter Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 y/ 13A-7.5ocs 0.095 n 2.69 2.02 9 9 25 19 2A-2Dm 0.340 n 9.62 10.58 0 0 0 0 I{ C 2A-2om 0.340 n 9.62 10.58 0 0 0 0 11 yl I-(i 12C-Osw 0.091 no 0.00 0.00 0 0 0 0 2A-2Dm 0.340 ne 0.00 0.00 0 0 0 0 y/ 13A•7.5ocs 0.095 no 2.69 2.02 0 0 0 0 2A-2om 0.340 no 9.62 22.89 0 0 0 0G yl 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0C 13A-7.5ocs 0.095 a 2.69 202 0 0 0 0 2A•2om 0.340 a 9.62 30.36 0 0 0 0 2A-2omd 0.580 a 16,41 16.85 0 0 0 0 y/ 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 2A-2om 0.340 se 0.00 0.00 0 0 0 0G y! 13A-7.5ocs 0.095 se 2.69 202 0 0 0 0 G 2A-2om 0.340 se 9.62 11.71 0 0 0 0 V 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 L-f. 2B-21m 0.340 s 0.00 0.00 0 0 0 0 yl 13A-7.5ocs 0.095 s 269 2.02 0 0 0 0 2A-2om 0.340 s 962 12.15 0 0 0 0 I_(CS 2A-2om 0,340 s 9.62 12.15 0 0 0 0 Vh 12C 0. w 0.00 0.00 0 0 0 0 IOC-m -m 2B-21m 0.340340 0.340 w w 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 21m 0,340 w 0.00 0.00 0 0 0 0 13A-7.5ocs 0.095 w 2.69 2.02 0 0 0 0 2A-2orn 0.340 w 9.62 30.36 0 0 0 0 q 11 DO 12C-Osw 0.390 0 091 w 11.04 2.58 11.99 1.44 0 98 0 80 0 207 0 116 La 11D0 0.390 n ll.04 11.99 18 18 196 213 C 16B•30ad 0.032 0.91 1.74 0 0 0 0 F 20P-19c 0 050 0.00 0.00 0 0 0 0 F 22A-td 0.989 27.99 0.00 45 1 28 0 6 c) AED excursion 26 Envelope loss/gwn 456 321 12 a) Infiltration 17 6 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 473 327 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 473 327 15 Duct bads 19'/0 35% 115 Tdal room bad 565 442 Air required (cfm) 24 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e wrlghtsoft' 2017-Mar-09141225 cRighl-SuileO Universal 2017 17.0.16 RSU24011 Page 7 00keEdenlllAGRW\ Lot89ThornbrookeEdenlllAGRW.rup Calc - MJ8 House laces: W DEL-AIR ssmw • M earmnmroo Right-J® Worksheet ah2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277(t PnoJ 4o --2665Cax 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot89ThombrookeEden111A... Date: 05.28.15 By: ER 1 Room name ah2 bdnn 2 2 Exposed wall 195.8 It 23.5 It 3 Room height 9.0 It 9.0 It heat/cool 4 5 Room dimensions Room area 1790.5 Ile 13.0 x 10.5 It 136.5 It2 Ty Construction U-value Or HTM Area (112) Load Area (112) Load number BtuWll;•F) BluWft2) or perimeter (It) Btuh) or perimeter (if) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 12C-0sw 13A•7.5ocs 2A•2om 0.091 0.095 0.340 n n n 2.58 0.00 0.00 2.84 0.00 0.00 509 0 0 509 0 0 1310 0 0 1443 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ 11 2A-2om 12C-Osw 0.340 0.091 n no 0.00 2.58 0.00 2.84 0 45 0 29 0 75 0 83 0 0 0 0 0 0 0 0 I-G t-G13A-7.5ocs 2A-2om 2A-2om 0.340 0.095 0.340 ne ne no 9.62 0.00 0.00 22.89 0.00 0.00 15 0 0 0 0 0 148 0 0 353 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 a 2.58 2.84 297 222 572 630 95 65 166 183 2A-2om 0 340 a 9.62 30.36 75 0 722 2277 30 0 289 911 13A-7.5ocs 2A•2om 2A-2omd 0.095 0.340 0.580 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ T-C 12C-0sw 2A•2Dm 0.091 0.340 se se 2.58 9.62 2.84 22.73 45 15 29 1 75 148 83 350 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 G yLG 2A-2Dm 12C-0sw 0.340 0.091 se s 0.00 2.58 0.00 2.84 0 509 0 497 0 1279 0 1409 0 117 0 117 0 301 0 332 Vy 2B-21m 13A-7.5ocs 0.340 0.095 s s 9.62 0.00 1244 0.00 12 0 12 0 115 0 149 0 0 0 0 0 0 0 0 0 2A•2Dm 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 L_CG yyll I--G 2A•2Dm 12C-0sw 0.340 0.091 s w 0.00 2.58 0.00 2.84 0 360 0 288 0 742 0 817 0 0 0 0 0 0 0 0 IOc-m 2B•21m 2B-21m 0.340 0.340 0.340 w w w 9.62 9.62 9.62 9.20 35.73 35.73 40 12 20 39 0 0 385 115 192 368 429 715 0 0 0 0 0 0 0 0 0 0 0 01-GG 13A-7.5ocs 2A-2om 0.095 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q IIDO 12C- 0sw 0. 390 0. 091 w 0.00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.91 1.74 1791 1791 1621 3108 137 137 124 237 F 20P•19c 0.050 1.41 0.71 254 254 360 181 0 0 0 0 F 22A-td 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 60 Envelope loss/gain 7859 12394 880 1723 12 a) Infiltration 3292 1045 395 125 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 11152 14870 1275 1849 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11152 14870 1275 1849 15 Duct loads I 29% 31% 3217 4680 M6 31% 368 582 Total room load 1 1 14368 19550 1642 2430 Air required (clm) 840 840 1 1 96 104 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 0jd- wrtghtCsoft- Right- SuileD Universal 2017 17.0.16 RSU24011 2017• Mar-09 14:12:25 p 00keEden111AGRW\ Lot89ThornbrookeEdenlllAGRW.rup Cale = MJ8 House faces: W Page 8 DEL -AIR smm • ai co lmrom Right-J® Worksheet ah2 DEL -AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL 3277`1 PhoneD407-33333-226665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: LotWhombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name wic ext we 2 Exposed wall 15 0 it 5.5 it 3 Room height 9.0 11 heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 10 x 64 8 it 64.8 42 5.5 x 3.5 It 19.3 02 Ty Construction U-value Or HTM Area (It) Load Area (fig Load number Btuh/42°F) Btuh/119 or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12C-Osw 13A-7.5ocs 0.091 0.095 n n 2.58 0.00 2.84 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 yl11 2A-2om 12C-0sw 0 340 0.091 n n o 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili 2A-2om 0.340 re 9.62 22.89 0 0 0 0 0 0 0 0 y/ 13A-7 5ocs 0.095 re 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 ne 0.00 000 0 0 0 0 0 0 0 0C y/ 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 L-C 2A•2om 0 340 a 9.62 30.36 0 0 0 0 0 0 0 0 y/ 13A•7.5ocs 2A•2om 2A-2omd 0 095 0 340 0.580 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 se 2.58 2.84 0 0 0 0 0 0 0 0 LG 2A-2om 0.340 se 9 62 2273 0 0 0 0 0 0 0 0 y/ Y-C t-G 13A-7.5ocs 2A-2om 128-0sw 0.095 0.340 0.091 se se s 0 00 0.OD 2.58 000 0.00 2.84 0 0 72 0 0 72 0 0 185 0 0 204 0 0 50 0 0 50 0 0 127 0 0 140 yl 2B•21m 13A-7.5ocs 0.340 0.095 s s 9.62 o.OD 12.44 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-tom 0,340 s 0 00 0.00 0 0 0 0 0 0 0 0 t_( C' Vy 2A-2om 12C-0sw 0.340 0.091 s w 0.OD 2.58 0.00 2.84 0 63 0 53 0 136 0 150 0 0 0 0 0 0 0 0 10C-m 2B-21m 2B-21m 0.340 0.340 0.340 w w w 9 62 9 62 9.62 9.20 35,73 35.73 0 0 10 0 0 0 0 0 96 0 0 357 0 0 0 0 0 0 0 0 0 0 0 0 13A•7.5ocs 2A-2om 0.095 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 11 DO 12C-0sw 0.390 0.091 w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T-D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 65 65 59 112 19 19 17 33 F 20P-19c 0.050 1.41 0.71 65 65 92 46 19 19 27 14 F 22A-td 0.989 0,00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 20 30 Envelope loss/gain 568 890 172 158 12 a) Inlihration 252 80 92 29 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (Imes 6 to 13) 82D 970 265 187 Less external load 0 0 0 0 Less transfer 0 0 131V. 0 0 Redistribution 0 0 0 0 14 Subtotal 820 970 265 187 15 Duct loads 29/6 31% 237 305 29'/0 76 59 Total room bad 1057 12761 341 246 Air required (clm) 62 551 1 1 20 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rill- wrightsc ft- Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Mar-09 1 page 9 00keEdenlllAGRW\Lot89ThornbrookeEdenlllAGRW nip Catc = MJ8 House faces: W DEL -AIR MEND - AM amrro oe Right-J® Worksheet ah2 DEL -AIR HEATING & AIR C9NDITI% IN9531CODISCOWAY, SANFORD, FL 32771 hone: 407-3 -2665 ax: 407-333-3853 Web- WWW DEL-AIR.COM Job: Lot89ThombrookeEden111A... Date: 05.28.15 By: ER 1 Room name utility wic (2) 2 Exposed wall 6.0 It 4.0 It 3 Room height 9.0 11 heal/cool 9.0 It heat/cool 4 5 Room dimensions mRooarea 6. 0 x 9.0 It 54 0 W 4. 0 x 5.5 It 22. 0 I12 Ty Construction U-value Or HTM Area (I12) Load Area (fig Load number BluWfi2-*F) Blult/119 or penmeter (II) Btuh) or penmeter (It) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 0 0 0 0 V613A- 7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 VL612C- Osw 110.091 ne 2.58 2.84 0 0 0 0 0 0 0 0 2A• 2om 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 VLG13A- 7.5ocs 0.095 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 G 2A-tom 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 V1l L_( G^ 13A- 7.5ocs 0.095 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- tom 0,340 8 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.580 a 0.00 0.00 0 0 0 0 0 0 0 0 yl G 12C- Osw 0.091 se 2.58 2.84 0 0 0 0 0 0 0 0 2A• 2om 0.340 se 9.62 22.73 0 0 0 0 0 0 0 0 y/ C 13A- 7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2D n 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 s 2.58 2.84 54 54 139 153 36 36 93 102 C 2B-21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2orn 0.340 s 0.00 0,00 0 0 0 0 0 0 0 0 2A• 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-m 0. 340 w 2.20 0 0 0 0 0 0 0 0 IOC- m 2B- 21m 0. 340 0. 340 w w 9. 62 9.62 9. 62 9. 20 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2B• 21m 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 VM p 13A- 7.5ocs 2A- 2om 0. 095 0. 340 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 11 DO 12C- Osw 0. 390 0. 091 w 0.00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 54 54 49 94 22 22 20 38 F 20P-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tot 0,989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 120 22 Envelope loss/gain 188 127 113 118 12 a) Infiltration 101 32 67 21 b) Room ventilation 0 0 0 0 13 1Memal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 289 759 180 140 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 289 759 180 140 15 Duct bads 1 29'/6 31% 83 239 29'/9 31% 52 44 Total room load 372 998 232 184 Air required ( cim) 22 43 1 1 14 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14 12: 25 Id& wrightsotFt' Right -Suite® Universal 2017 17 0 16 RSU24011 2017-Mar-09 Page 10 00keEdenlllAGRW\Lot89ThornbrookeEdenlllAGRW. rup Cak - M.18 House laces W DEL -AIR Right-J® Worksheet xuaw-.namormmo ah2 DEL-AIRHEATING& AIR 531 CODISCO WAY, SANFORD. FL 327CPhoJD40 333-2616655 Fax: 407-333.3853 Web, WWW DEL•AIR.COM Job: Lot89ThombrookeEden1IIA... Date: 05.28.15 By: ER 1 Room name blh 2 ms suite 2 Exposed wall 5.0 It 25.0 It 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 5 Room dimensions Room area 7. 5 x 5.0 It 37. 5 It2 1. 0 x 248.8 It 248. 8 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BluWll;•F) Bluhrtt2) or perimeter (II) Btuh) or perimeter (fl) Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 104 104 267 294 yl 13A•7.5ocs 0.095 n 0.00 000 0 0 0 0 0 0 0 0 2A- 2om 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 L! 12C-Osw 112A- 2om 0.340 0. 091 n no 0. 00 2. 58 0. 00 2. 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2Dm 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 Y_ G0.095 13A-7.5ocs ne 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 Vy G 12C- 0sw 0.091 a 2.58 2.84 45 45 116 128 0 0 0 0 2A- 2Dm 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 0.095 a 0.00 0.00 0 0 0 0 0 0 0 0 L-- GG 2A•2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0 580 a 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 se 2.58 2.84 0 0 0 0 0 0 0 0 T_ C 2A-tom 0.340 se 9.62 22.73 0 0 0 0 0 0 0 0 Vy 13A-7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 G yl 2A- 2om 12C- Osw 0. 340 0. 091 se s 0. 00 2. 58 0. 00 2. 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V G V613A- 7.5ocs 2B- 21m 0.340 0. 095 s s 9. 62 0. 00 12. 44 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2Dm 0.340 s 0.00 0,00 0 0 0 0 0 0 0 0 Vj/ 12C-0sw0.091 w 2.58 2.84 0 0 0 0 122 82 210 231 10C- m 2B- 21m 2B- 21m 0. 340 0. 340 0. 340 w w w 9. 62 9. 62 9. 62 9. 20 35. 73 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 39 0 0 385 0 0 368 0 0 1-C(aVLZ13A- 7.5ocs 2A- 2om 0. 095 0. 340 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 12C-Osw 0.390 0.091 w 0. 00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B- 30ad 0.032 0.91 1.74 38 38 34 65 249 249 225 432 F 20P- 19c 0,050 1.41 0.71 0 0 0 0 160 160 226 114 F 22A- 10 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 30 280 Envelope loss/ gain 150 163 1313 1718 12 a) Infiltration 84 27 420 133 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 10 600 Subtotal (lines 6 to 13) 234 189 1733 2682 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 189 1733 2682 Duct bads 29% 31% 67 80 29110 31% 500 844 r15 Total room bad 301 249 2233 3526 Air required ( cfm) 18 11 131 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 25 Right•Suile® Universal 2017 17 0.16 RSU24011 2017-Mar- 09 1Pag :11 00keEdenlllAGRW\Lol89ThornbrookeEdenlllAGRW. rup Calc - MJ8 House faces W DEL -AIR or em rraro Right-J® Worksheet ah2 DEL -AIR HEATING & AIR 914DITIQNING531CODISCOWAY, SANFORD, FL 32771 hone 407.3 2665Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot89ThombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name wic (3) bdrm 3 2 Exposed wall 0 It 11.0 it 3 Room height 9.0 It heal/cool 9.0 it heal/cool 4 5 Room dimensions Room area 4.5 x 4.0 It 18.0 112 13.0 x 11.0 It 143.0 02 Ty Constriction U•value Or HTM Area (02) Load Area (It2) Load number BluWftZOF) Btuh/It2) or perimeter (It) Bluh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heal Cool Gross I N/P/S Heat Cod 6 W yI I--G 12C-0sw 13A-7.5ocs 2A•2om 0.091 0.095 0.340 n n n 2.58 0.00 0.00 2.84 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-(i 11 2A-2om 12C-0sw 0.340 0.091 n no 000 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2A-2om 13A-7.5ocs 2A-2an 0.340 0.095 0.340 no ne ne 9.62 0.00 0.00 22.89 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C yl L-G 12C-Osw 2A-2om 0.091 0.340 a a 2.58 9.62 2.84 30.36 0 0 0 0 0 0 0 0 99 30 69 0 178 289 196 911 13A-7.5ocs ZA•2om 2A-2omd 0.095 0.340 0.580 a 9 a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy L-6 12C-Osw 2A•2Dm 0.091 0.340 se se 2.58 9.62 2.84 22.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 1--G VLG12C-0sw 13A-7.5ocs 2A-2om 0.095 0.340 0.091 se se s 0.00 0.00 2.58 0.00 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28-21m 2A-2om 2A-2om 12C-0sw 10C•m 2B•21m 2B•21m 0.340 0.095 0.340 0.340 0.091 0.340 0.340 0.340 s s s s w w w w 9.62 0.00 O.00 0.00 258 9.62 9.62 9.62 12.44 0.00 0.00 0.00 2.84 9.20 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V613A-7.5ocs VV II I--G 13A.7.5ocs 2A-Zom 11 DO 12C-Osw 0.095 0.340 0.390 0.091 w w w 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 JO Fj 1-D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168-3Dad 0.032 0.91 1.74 18 18 16 31 143 143 130 248 F 20P-19c 0.050 1.41 071 0 0 0 0 0 0 0 0 F 22A•10 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 112 Envelope lossigain 16 27 596 1466 12 a) Infiltration 0 0 185 59 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 16 27 781 1525 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 27 781 1525 15 Duct loads 1 29'/0 31%1 5 8 V 31% 225 480 Total room load 21 35 low Air required (cfm) 1 2 59 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM A, -PP- wrightsoft' 2017-Mar-0914:12:25 Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 12 00keEdenlllAGRW\Lo189ThornbrookeEdenlllAGRW.rup CaIc= MJ8 House faces: W DEL -AIR OWNS • = cNmnmrorS Right-J® Worksheet ah2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CPhone 40 333t266655 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: LotWhombrookeEdenlllA... Date: 05.28.15 By: ER 1 Room name bth 3 ms bth 2 Exposed wall 8.5 If 13.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 8.5 x 5.5 It 46.8 112 1.0 x 126.0 It 126.0 112 Ty Construction U•value Or HTM Area (I12) Load Area (I12) Load number Btuh/IIZoF) BIuIVII;rl or perimeter (It) Bluh) or perimeter (11) Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 13A-7.5ocs 2A•2om 0.091 0.095 0.340 n n n 2.58 0.00 0.00 2.84 0.00 0.00 77 0 0 77 0 0 197 0 0 217 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy11 2A•2om 12C-0sw 0.340 0.091 n no 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IG Vy C 2A-2Dm 13A•7.5ocs 0.340 0.095 ne ne 9.62 0.00 22.89 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-tom 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 y! Y-C 12C-0sw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2om 2A-2Dmd 0.095 0.340 0.580 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 se 2.58 2.84 0 0 0 0 0 0 0 0 G 2A-2om 0.340 se 9.62 22.73 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 Y_C yl 2A-2om 12C-0sw 0.340 0.091 se s 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 122 0 110 0 282 0 311 G yl 2B-21m 13A-7.5ocs 2A•2om 0.340 0.095 0.340 s s s 9.62 0.00 0.00 12.44 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 0 115 0 0 149 0 0 Vy 2A-2Dm 12c- m 0.340 0.090 s w 0.00 0.00 2. 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1oc-m 2B-21m 2B-21m o.340 0.340 0.340 w w w 9.62s.62 9.62 9.62 s.2o 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I_..(((a,` 13A-7.5ocs 2A•2om 0.095 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fj 11 D0 12C-0sw 0.390 0.091 w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-D 11 Do 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 47 47 42 81 126 126 114 219 F 20P-19c 0.050 1.41 0.71 0 0 0 0 11 11 15 7 F 22A-10 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 47 96 Envelope loss/gain 239 251 526 591 12 a) Infiltration 143 45 227 72 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) 382 297 753 663 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 382 297 753 663 15 Duct loads 29% 31% 110 93 29% 31% 217 209 Taal room load 492 390 971 871 Air required (clm) 29 171 57 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wS•IghtsoTt' Right-Suile® Universal 2017 17 0.16 RSU24011 2017-Mar-09 Page ?3 ookeEdenlllAGRW\Lot89ThombrookeEdenlllAGRW.rup Calc = MJ8 House laces: W DEL -AIR rump • of rxooraoo Right-J® Worksheet ah2 DEL -AIR HEATING & AIR 9NDITIQ NINC 531 CODISCO WAY, SANFORD, FL 327 1 hone: 407.3 -2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot89ThombrookeEden IA... Date: 05.28.15 By: ER 1 Room name wic (4) bth 2 lav 2 Exposed wall 0 It 0 1t 3 Room height 9.0 1t heaUcod 9.0 1t heaUcool 4 5 Room dimensions Room area 4.0 x 4.0 it 16.0 ft2 5 5 x 5.0 it 27.5 ft2 Ty Construction U-value Or HTM Area (W) Load Area (112) Load number BtuWfl2-*F) atulVft2) or perimeter (It) Btuh) or perimeter (it) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 0 0 0 0 13A•7.5ocs 2A-2om 0.095 0.340 n n 000 0.00 0 00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 11 2A-2om 12C-Osw 0.340 0.091 n ne 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•20m 0.340 no 9.62 22.89 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs 0.095 no 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-tom 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 y/ G 12C-Osw 0.091 a 2.58 2.84 0 0 0 0 0 0 0 0 2A•2Dm 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2am 2A-2Dmd 0.095 0.340 0.580 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 se 2.58 2.84 0 0 0 0 0 0 0 0 G 2A-2om 0.340 se 9.62 22.73 0 0 0 0 0 0 0 0 LO 13A-7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 2A-2Dm 12C-Osw 0.340 0.091 se s 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t O 28•21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 Vy 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 2A-2Dm 12C- m 0.340 0. 340 s w 0.00 2. 62 0.00 2. 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--.GGG 10C•m 2B•21m 2B-21m 0.340 0.340 0.340 w w w 9.62 9.62 9.62 9.20 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy p; 13A•7.5ocs 2A•2om 0.095 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 11 DO 12C-Osw 0.390 0.091 w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0 390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.91 1.74 16 16 14 28 28 28 25 48 F 20P-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•td 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 7 Envelope loss/gain 14 24 25 41 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 0 0 Subtotal (lines 6 to 13) 14 24 251 41 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 0 0 14 Subtotal 14 24 25 41 15 Duct loads 1 29'/0 1 31%1 4 8 Mo 31% 7 13 Total room load I I 19 32 32 54 Air required (cfm) 1 1 2 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -Fk wrlghtsoft' 2017-Mar-0914:12.25 Right -Suite® Universal 2017 17.0.16 RSU24011 Page /4 ookeEdenillAGRW\Lol89ThornbrookeEdenillAGRW rup Cato = MJ8 House faces, W 1 DEL -AIR Right-J® WorksheetDE ah2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CPhoneD4p077IOI.665 ax: 407-333-3853 Web WWW DEL-AIR.COM Job: Lot89ThombrookeEden111A... Date: 05.28.15 By: ER 1 Room name bdnn 4 bit 2 Exposed wall 33.8 It 45.0 It 3 Room height 9.0 It heal/cod 9.0 It heal/cool 4 5 Room dimensions Room area 1.0 x 199.5 It 199.5 f12 1.0 x 605.0 It 605.0 02 Ty Construction U•value Or HTM Area (fig Load Area (02) Load number BtuWft2-°F) Btuh/ft2) or perimeter (h) Bluh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heal cod Gross N/P/S Heat Cod 6 W 12C-0sw 13A•7.5ocs 2A•2om 0.091 0.095 0.340 n n n 2.58 0.00 0.00 2.84 0.00 0.00 99 0 0 99 0 0 255 0 0 281 0 0 230 0 0 230 0 0 591 0 0 651 0 0 y/ I-(; 11 2A•2om 12C-Osw 0.340 0.091 n no 0.00 2.58 0.00 2.84 0 45 0 29 0 75 0 83 0 0 0 0 0 0 0 0 2A-2om 0.340 no 9.62 22.89 15 0 148 353 0 0 0 0 yl 6 13A-7.5ocs 2A-2om 0.095 0.340 no no 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl a 12C-0sw 0.091 a 2.58 2.84 59 44 112 123 0 0 0 0 2A-2om 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A-7 Son 2A-2om 2A•2omd 0.095 0.340 0.580 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 se 2.58 2.84 45 29 75 83 0 0 0 0 2A-2om 0.340 se 9.62 22.73 15 1 148 350 0 0 0 0G 13A-7.Son 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 12C-0sw 0.340 0.091 se s 0.00 2.58 0.00 2.84 0 59 0 59 0 151 0 166 0 0 0 0 0 0 0 0y/ G 2B-21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 y/ Lam_ GG 13A-7.5ocs 2A•2om 0.095 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2om 12C-0sw 0.340 0.091 s w 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 176 0 154 0 395 0 436Vjl 10C-m 2B-21m 2B•21m 0.340 0.340 0.340 w w w 9.62 9.62 9.62 9.20 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 12 10 0 0 0 0 115 96 0 429 357 13A-7.5ocs 2A•2om 0.095 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R IIDO 12C- 0sw 0. 390 0. 091 w 0.00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 0 00 0.00 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.91 1.74 200 200 181 346 605 605 548 1050 F 20P-19c 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Id 0.989 000 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 103 Envelope loss/gain 1289 2238 1746 2820 12 a) Infiltration 570 181 756 240 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) 1859 2418 2502 3060 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1859 2418 2502 3060 15 Duct loads 29/6 31% 536 761 29'/6 31% 722 963 Total room load 2395 3180 3224 4023 Au required (clm) 140 137 188 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrightsoft' Right -Suite® Universal 2017 17 0 16 RSU24011 2017-Mar-09 14:15 lem Paggee15ookeEdenlllAGRW\Lo189ThombrookeEdenlllAGRW.rup CaIC = MJ8 House laces: W DEL -AIR Right-J® Worksheet nre • or arnnor.re ah2 DEL-AIRHEATING& AIR 531 CODISCO WAY, SANFORD, FL 3277`1'PhoneD40 I33 J-266N5 Fax: 407-333.3853 Web: WWW.DEL-AIR COM Job: 0189Thom b rookeEden lllA... Date: 05.28.15 By: ER 1 Room name wtc in1 2 Exposed wall 0 It 3 Room height 9.0 It heat/cool 4 5 Room dimensions Room area 6. 5 x 4.0 It 26. 0 II= Ty Construction U•value Or HTM Area (Itx) Load Area Load number Btuh/W1 *F) Btuh/112) or perimeter (II) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Grass N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 Vj/ 13A•7.5ocs 2A• 2om 0. 095 0. 340 n n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 II-_-(f5i Vy 112A• 2om 12C- Osw 0. 340 0. 091 n ne 0. 00 2. 58 0. 00 2. 84 0 0 0 0 0 0 0 0 Ida 2A-tom 0.340 no 9.62 22.89 0 0 0 0 13A- 7.5ocs 0.095 no 0.00 0.00 0 0 0 0 2A- 2om 0.340 no 0.00 000 0 0 0 0 1y t- G 12C- Osw 0.091 a 2.58 2.84 0 0 0 0 2A• 2Dm 0.340 a 9.62 30.36 0 0 0 0 ILE13A- 7.5ocs 0.095 a 0.00 0.00 0 0 0 0 2A- 2om 0.340 a 0.00 0.00 0 0 0 0 2A- 2Dmd 0.580 a 0.00 0.00 0 0 0 0 yl T_ f 12C- Osw 2A- 2Dm 0. 091 0. 340 se se 2. 58 9. 62 2. 84 22. 73 0 0 0 0 0 0 0 0 yl 13A-7.5ocs 0.095 se 0.00 0.00 0 0 0 0 f 2A•2Dm 0.340 se 000 0.00 0 0 0 0 yl 12C-Osw 0.091 s 2.58 2.84 0 0 0 0 LG 28-21m 0.340 s 9.62 12.44 0 0 0 0 yl 13A•7.5ocs 0.095 s 0.00 0,00 0 0 0 0 2A- 2om 0.340 s 000 0.00 0 0 0 0 G2A- 2om 0.340 s 0.00 0.00 0 0 0 0 Vjl 12C-M 0. 091 w 2.20 0 0 0 0 L--- GGG 1l)C-m 28• 21m 2121- 21m 0. 340 0. 340 0. 340 w w w 9. 62 9.62 9. 62 9. 62 9. 20 35. 73 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 13A• 7.5ocs 2A- 2om 0. 095 0. 340 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 L-- D 1/ DO 12C- Osw 0. 390 0. 091 w 0.00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 11D0 0.390 n 0.00 0.00 0 0 0 0 C 168•30ad 0 032 0.91 1.74 26 26 24 45 F 2OP-19c 0.050 1.41 0.71 0 0 0 0 F 22A•td 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 6 Envelope loss/gain 24 39 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Apphances/ olher 0 Subtotal ( lines 6 to 13) 24 39 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 24 39 15 Dud bads 1299/6 31% 7 12 Total room bad 30 51 Air required (cfm) 2 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C - Fk Wrightsoft' 2017-Mar-091412:25 rA Right•Suile® Universal 2017 17.0.16 RSU24011 page 16 00keEdenlllAGRW\ Lol89ThornbrookeEdenIIIAGRW.rup Calc = MJ8 House laces. W 4DEL-AIR duct System Summary Job: Lot89ThombrookeEdenl... Date: 05.28.15 HUM • M IOImrtlOtmla ah l By: ER DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 840 cfm 173 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk brkisl h 3203 138 132 0.139 7.0 Ox 0 VIFx 62.8 110.0 st4 den h 1870 80 61 0.200 6.0 Ox 0 VIFx 25.1 95.0 st3 dining h 2196 94 76 0.165 6.0 Ox 0 VIFx 35.0 110.0 st4 lamily h 3039 130 127 0.161 7.0 Ox 0 VIFx 39.2 110.0 st5 family -A h 3039 130 127 0.159 7.0 Ox 0 VIFx 41.3 110.0 st5 kilchen c 1931 51 91 0.150 6.0 Ox 0 VIFx 49.7 110.0 st4 living c 4032 169 191 0.158 8.0 Ox 0 VIFx 41.7 110.0 st4 mud room h 565 24 21 0.206 4.0 Ox 0 VIFx 21.8 95.0 st3 pwdr h 538 23 15 0.192 4.0 Ox 0 VIFx 29.9 95.0 s43 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 451 490 0.139 623 12.0 0 x 0 Vin1Flx st3 st5 Peak AVF 261 253 0.159 591 9.0 0 x 0 VinlFlx st3 st3 Peak AVF 840 840 0.139 602 16.0 0 x 0 Vin1Flx C wri htsoft` 2017-Mar-09 14 12 27 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 1 A...00keEdenlllAGRW%Lot89ThornbrookeEdenlllAGRW.rup Calc = MJ8 House laces W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wri htsoft' 2017-Mar-0914:12:27 9 Right-Suile® Universal 2017 17.0 16 RSU24011 Page 2 00keEdenlllAGRW\Lol89ThombrookeEdenlllAGRW.rup Cak = MJ8 House laces: W 1 DEL -AIR Duct System Summary Job: LombrookeEdenl... IEM= - AM Y y Date: 05.28.15 8.15 c' i12 By: ER DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Homes 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. 188 in/100ft 840 cfm Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 188 in/100It 840 cfm 127 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bdrm 2 c 2430 96 104 0.201 6.0 Ox 0 VIFx 34.5 85.0 SO bdrm 3 c 2005 59 86 0.202 6.0 Ox 0 VIFx 33.7 85.0 st1 bdrm 4 h 2395 140 137 0.290 7.0 Ox 0 VIFx 12.6 70.0 bth 2 h 301 18 11 0.206 4.0 Ox 0 VIFx 31.6 85.0 st1 bth 2 lav c 54 2 2 0.213 4.0 Ox 0 VIFx 27.7 85.0 SO blh 3 h 492 29 17 0.321 4.0 Ox 0 VIFx 4.7 70.0 Ion h 1612 94 86 0.313 6.0 Ox 0 VIFx 6.7 70.0 loll - A h 1612 94 86 0.280 6.0 Ox 0 VIFx 15.8 70.0 ms blh h 971 57 37 0.193 5.0 Ox 0 VIFx 39.1 85.0 st2 ms suite c 3526 131 151 0.201 7.0 Ox 0 VIFx 34.5 85.0 st2 utility c 998 22 43 0.199 4.0 Ox 0 VIFx 35.8 85.0 SO We h 341 20 11 0.188 4.0 Ox 0 VIFx 42.4 85.0 st2 Wic ( 2) h 232 14 8 0.202 4.0 Ox 0 VIFx 33.9 85.0 SO Wic ( 3) c 35 1 2 0.298 4.0 Ox 0 VIFx 10.5 70.0 Wic ( 4) c 32 1 1 0.289 4.0 Ox 0 VIFx 13.1 70.0 Wic exl h 1057 62 55 0.189 5.0 Ox 0 VIFx 41.8 85.0 st2 Wic inl c 51 2 2 0.212 4.0 Ox 0 VIFx 28.5 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 210 254 0.199 576 9.0 0 x 0 VinlFlx st2 Peak AVF 271 257 0.188 613 9.0 0 x 0 VinlFlx wri htsoft' 2017- Mar-0914.12:27 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Pape 3 Z&..00keEdenillAGRVALol89ThombrookeEdenillAGRW rup Calc - MJ8 House faces: W 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 rb4 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wri htsoft' 2017-Mar-0914:12:27 9 Right -Suite® Universal 2017 17.0 16 RSU24011 Page 4 00keEdenlllAGRW\Lol89ThornbrookeEdenlllAGRW rup Cak - MJ8 House laces: W FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot89ThombrookeEdenlllAGRW Builder Name: Taylor Morrison Homes 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 spaces. 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 1:51 PM EnergyGauge® 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 D This checklist O 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). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) 0 If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 3/9/2017 1:50:43 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lo189ThombrookeEdenIIIAGRW Builder Name: Taylor Morrison Homes Street: Permit Office: City, State, Zip: FL, Pen -nit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 3422 sq.ft. Cond. Volume: 31320 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I 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 Gme 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 Gme 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: 0, THE ST,q s 1-w fill, CA 3/9/2017 1:51 PM EnergyGaugeO 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 Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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. 0 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-buming 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 AAMAIWDMA/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. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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 heal pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filler boxes and building cavities that form 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 1:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn 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. O 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 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. R403.4.4 Water heater efficiencies (Mandatory). O 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. O 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 TMA, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water healing systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed a1 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. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors 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 1:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 LJ 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. p 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 verify 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 healing 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 penmanently 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 0 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. 3/9/2017 1:51 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 V WIN, O H„, 3' bath duct Imeral® to roof cap v N aO. 1 w/fan a II- Nu tone 696RNB 1 r' Aw .. our aii aaN ew oat___ aorr 79 I INN y N 1 . 1 cd1 12.6 1•cd G r,7I 1 I 7' i e 60 6 I•c eu. I pi N Q Q FNQYRMJIC GAVIZ rii -.. tl r-. cur as LAW ssr I mm N-rs-r 8•. IO' N i I O En r_ r ILL K. 7- I 10. ci S. cd J' i i Irene- i ;i W W 1 aR L_______ Q U) 12.61.cr• •~i'ie' Al 1 r aev j1 uIr ' Iaiw 1 ON 1 dq M 1 eer 111 UNa. M r ys[a I Mrm w 1 1 I N / 1 I a•l rHT RY '"j —• 2A TON V,'3KV e24011 IPH 1 o r• am II t o I ,l • .per 10.10Z IN.n odIO. s .cd Ila iNN tl. w.b sti, Y e . 1/D •10 75g 42X42A/C SLAB __---- nr.• is e: BY BLDR MIN A• ii "ram_ 1 - • WO fAgGN I r-rMr aAq 2' FROM WALL All 130 glp®j —10.6 ;;cd s' -«I oq 9. D.e 12. 6 I.Cd r" 7• kltchen vents_ N.N I. cd 1 p l 1 1 1 .is t0 rapt Ca 0. I 1N PAD j PAD j 0 -K - - - 'm Qi W U t Q Y a .. Barr iAe eir aai. 0 NOTE TO WILDERN/ST PROVIDE UNRESTRICTED 1 INCH UNDERCUT eELOV ODmtS TO HABITABLE Rm6 Trensf. r ducts/priIS sh.d In cs.pbnce Ith flerble R.sldentbl Mating COZHI602•A 1-- 1 Q 1--1 Qa Ln bel--- d r.turn AV. eeauaaaemm.•vw.•a Q co Z EKCEVTIONS 1-D emeu urse...lle•mae•eea imam eas+earliarA sua J z Q Co WHp U Q cm U Q H W J o W zz Ratingzn- m ui •• > z Q 1- m Q O J O=) a M Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m EL J (N 0 0 I I I I I I I I I 42X42 A/C SLAB 4 BY BLDR MIN a` 2' FROM WALL a9 OZ-Z I A/C I i A/C PAD PAD @otL___ J HATC1fING LEGEND NMATmoaa NUAMMLL i tM Z AT naatxiaf --- WOOF.. TOK 1. 0 Tc fT Aorouc a 3' bath duct to roof cap w/ fan Nutone 696R rat aTlTar w. Arnra faAr 125 as 7' FArQLY ROOM 9' yr- w4w-C Irl FLAT 01 LAW 44 Pmw V_ r PIT. MT. 9w 12x6 IQATfO 0J ATF xa d 4 I I f_ :,• s I I MOptAOY. Z.. a Imo I W6 lwc 66VVI I 6 — -- GARAGE I I Im ou 8' x10' am 1fT- s•t7-A• r_ e PLT. MT. =I IIRealsmlOxl a Lam r+• 2a4 J I 8' sf 4 cd aR fxafaav I bj RMAW. TOM TM CAMPALM nflpiG fw F' A196 fQf f0 Tl• IFaw I RAT{At Aff. ns as ae ENTRY I a4 M MT, I AlPI ATF. AA wit ___ ___ Wn IMrAL 6----- I I I- 2. 0 TON W/5KW 2240V I 18x10 plen RMF IO I toPJ G 20x12 rod I I Ipintforn by IOx6 wcd I I F10 bldrF7== 74;r__—=._;_I a 75p i II rOtoPO scale 1/8'=1'0' o nr-o• e aa1Trr-Tr 7• " r III • 11VING ROOM 8a wDL* lOx6 d 6' }- FLAT CM 4 130 KITC}IBV 9wOc O I I 190 FLAT as qa 12x6lwcdd-P d* OX W 7'kitchen vent 11MOM I I 14x8 iwcd I I ON70 to roof co __— IO to I I afev • tan I II I o co Ton T•s ayK assL naATFs IaasO wArrO NOTE TO BUILDER - MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS dC MiiT ItR Transfer ducts/grills sized In compliance LM with Florida Residential Bullding Code-M1602.4 balanced return air. EXCEPTIONS 1-3 PAL flaywLufflaefu ARAtLWAKQ=p VAM RICMNSFeLLAMPA WMINl6tMEOIYCX V9nA10 Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. I I I I I I I I I I n U I 3' bath duct to roof cap w/fan Nutone 696RNB I I, 1 I I I I I 3' bath duct to roof cap w/fan la' dryer duct Nutone 696RNBtoroofcap w/dryer vent box Ilew V4V-VVP.F& Ip yy Io AT T-P BE,00 Z6 lwcd IZ-e•eo'7105 1111e•-W FLAT OA 14xl4 ra arWl 12x12 rag BEDROOM u 4 135 V I-L— 7' w-w FLAT aa. 12x6 lwcd r Y M MT 1 i1 ur evice ry uv. O Ta I 31 1 au I0x6 lwc T-Fa w 45 II IIkt, mcm 3 5• 4' CK 5 R6 lwcd o FMVMRa 1 III ArwAP. alq. wun I I I ) 0 9' I r I I eaae L — J F9N PGIR4IY 91 n I0x6 lw 85 Ic 4' LOFT le•-w•ne•-lo' W-W MIe. T C 16xl6 r IOx6 lwcd 85 rag 3' bath duet OMA14L e8ulder to Provide half door to roof c a p w/fan Nutone 696RNB eK--- 0 U 1 Q0. IIOM 1444 rag I call I Kmm WIFE I 7, MdSTFR $IJjjF e I 3 i6' w•-o•nr-o• I r 150 e•-o• FLAT na 12x6 Iwcd BAIT w-CrAl'-e' I e•-T PIT. XT. , ABODE Ne PF. WAR I I EF0 A1 I rnelro I aAtl wt r. 9T U I nNAfP. ltlle 0 i 1topino BLON 4 I bfavh6 I I I 2.0 TON V/5KV @240V 1PH BlRE Y I 1840 plen ou platform by bldr 89 1 I I I I Tes+wl aawaeelPeet M O®I {IN6 QIGI {'! IOI QTE FLI IGRI •MALL l00Ce11L GYe I14T AIE Ad111W ARn70e10®wYtE Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. iME N a 6-2 V.i R ME r Yi fO 1 1 WIN EN ONE EMUS ON BATH 20lopRomIFPCasoM No 0 ME 0 MmmMEN, om THORNIBROOKE S.F. HOUSE TYPE: EDEN III LOT 89 SECOND FLOOR m NOW MEMO RECORD COPY Eetuea esE zvie s,n e. 2153 Premier Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP HOME OWNER Taylor Morrison Homes HOUSE PLAN Eden III 3422 2 1 1 1 1 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 10266 VA 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA # 1 , _ 3000 VA LAUNDRY CIRCUIT AT 1 9 4 1500 VA RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 8000 VA WATER HEATER 4500 VA DISHWASHER CSANFORDo 1200 VA CLOTHES DRYER 5000 VA DISPOSAL (1/3 HP) 250 VA FIRST 10 KVA OF GENERAL LOAD AT 100% c' 0A VA VA SUBTOTAL OF GENERAL LOAD 33716 VA 10000 VA REMAINDER OF GENERAL LOAD AT 40% 23716 VA x . 4 9486 VA TOTAL NET GENERAL LOAD 19486 VA 4 TON HEAT PUMP #1 28 AMP X 240 VA = 6720 VA 3 TON HEAT PUMP #1 24 AMP X 240 VA = 5760 VA TON HEAT PUMP #2 AMP X 240 VA = 0 VA 8 KW ELECTRIC HEAT AT 65% 5200 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA KW ELECTRIC HEAT AT 65% 0 VA NET GENERAL LOAD 19486 VA NET TOTAL HEAT 20930 VA TOTAL LOAD 40416 VA CALCULATED LOAD FOR SERVICE 40416 VA / 240 V= 168.40 AMP 200 AMP SERVICE DESCRIPTION AS FURNISHED: Lot 89, THORNBROOKE PHASE .4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. CiP 17 -1914 PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. ZONING - DATE RECORD COPY THORNBROOKE PHASE 1 ( PLAT BOOK 79, PAGES 3-7) Ok to construct single family home with setbacks and impervious area S 00° 10' 44" E shown on plan. 50.00' LOT 88 3.5,0.5' 1 AC (2-TYP.) 25.80' 5.50' ti 6.0 At 5.00' 5,00, 93.28' r'i\ P.C. '• 1.----- DRAINAGE INLET SCALED FROM CIVIL PLANS NOT FIELD VERIFIED) JJ LOT 89 25.80' 30.3' 5.00' LANAI o d 5.016.2 5.00' B• RECESS FOR POCKET SLIDER PROPOSED RESIDENCEcMODEL: EDEN III CLASSIC -A Nv 2 CAR GARAGE RIGHT w O LOT 90 C e O) rr COV'O. in 00 ENTRY h N PAVER WALK 20.7' 5.00' 18 PAVER 1 DRIVE 25.20' 25.20' 10' UTIL. ESMT. 9y rye. 5' CONC, WALK INLET FLARES B•B.) S 00° 10' 44" E 50.00' ROCKY CROVE LANE 50' RIW) TRACT I UTIUTY do ACCESS R/W QUO PROPOSED - FINISHED SPOT GRADE ELEVATION PER bRAINAGE PLANS v-- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 23.9' PROPOSED GRADE PER CONSTRUCTION PLAN 4 LUI 6,VUO bU.l61. LMNG 1, 740 SO. FT - GARAGE 447 SOFT. ENTRY 34 SOFT. LANAI 273 SOFT. BREEZEWAY- N/A SOFT. DRIVEWAY 403 SOFT. A/C PAD 24 SOFT. WALKWAY 76 SOFT. IMPERVIOUS= 50.0 X 2,999 SOFT. SOD 3 nn1 SOFT. R/W 424 SOFT. APRON 110 SOFT. BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK 250 SO.FT. FRONT - 25' NOT A SURVEY) SOD S. 174 so.Fr. TOTAL AREAS. REAR 15' SIDE 5.0' PROPOSED INFORMATION SHOWN AREA 6,424 SOFT. SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY 513 SOFT, AND OR INSTRUCTIONS PER SIDEWALK 326 SO. FT. CLIENT NOT FIELD VERIFIED SOD 3 SOFT. CR US.ETNNE'YERR - SCOTT AASSOC, , . INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)=658-1436 PF PLATFIELD Pdi. TIP. POINT ON LUC TYPICAL NOTES: IP. Olds PIPE PR.0 POINT or REVERS[ CURVATDIE 1. 111E UNDERSIGNED DOES NFRMY COMFY TWT THIS SURVEY MEETS THE STANDOW OF PRACTICE SET FURTH BY THE FLORIDA BOARD OF IJL IRON ROD ILL POINT Or COMPOUND CUIVATURE PROFESSIONAL SURVOM µD MAPPERS IN CMAPIER W-17 FLORIDA ADWWSTRAMT CM PURSUANT TO SECTION 472.027. FLORIDA STATUES SET I.R. SE CONCRETE IOIRWCNT IR' IR •/BIB 439i NJIL RADIKNDN-RAOUL E UNLESS EIIBO SED WITH SUNVrMRS MA14TURE AND OFJU44L R41SM SEAL TIOS SURVEY IMP OR COPIES ARE NOT VALID. REC RECOVERED VP POINT a DO SURVEY WAS NEARED FROM TITLE DN70RMA11DH FURN O ro PC SURVEYOR. THERE AHY BE OTHER RCIMUCTWNS PAR POINT OF DEGMONG CAL CALCULVITMESATED OR EASEMENTS ITN AFFECT THIS PROPEITY. PAC• POINT LnMIMICCM[M FNMA PER DJTTDREFERENCE MONUMENT 4. NO UNDERGROUND BIPROVLREM" LOVE B@N LOdTED I#"= OTHERWISE SHOWN. LtCENTERLUi F!. FINIMD FLOORELEVATION 0. 1111$ SURVEY 6 PREPARED MR THE SOLE BEN[TR OF (HOSE CERTIFIED TO AND SHOULD NOT BE RELN[D UPON BY ANY OTHER C/NTIf1', NLD MAIL L DISK 034- WILDING SETBACK LINE BENCMwRK 0. DIMENSIONS SHOWN MR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSMESNT. EASEMERIGHT-NTEASEMENT D.B. L& BASE BT•ARUIG 7. SCARP" ARE BASED ASSUMED CNTW AND ON THE LINE SHOWN AS BASE SEARWO (B.S. ) DRAIN. DRAINAGE 0. E1EYA7fO/l; N SIOWH, ARE BASED ON MA110NAI. GEOOETIG DANY OF /029. UNLESS OTHERWISE NOTED. VTR. UTILITY 0. CERTIICATE OF AURIORQARON M& 4500, CLr• VOFC CHAIN LIW FENCE VODD FENCETKDCX SCAM F--- I• - 20'- DRAWN Ur ••• P.0P.T.. au. 84 CUR AV1Wi POINT OF TANGESY DELCRIPnON CERTIAED BY OATS • ORDER No. ac LMENGTN PLOT PLAN 03-10-17 IOW-17 C DRA REVISED PLOT PUN 05-31-2017 C.L CCNORD BEARING NORTH THIS BUILOINC/PROPERTY OOES.NOT UE WITHIN -- . P - . THE ESTABLISHED 100 YEAR FLOW PLANE AS PER 'FIRMTONJ GRUSENN . R.L.S. 1 4714 ZONE (• AUP / 12117C 0055 F. JM0 W. SCOTT. R.LS 1 4801 W1® Lumber design vaids--i6 in accordance with ANSI/TPI 1 section 6.3 These truss designs rely'on lumber values established by others. MiTek® RECORD COPY RE: TB0089 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0089 Model: Eden III A Tampa, FL 33610 4115 Lot/Block: 89 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: 40.0 psf Floor Load: 55.0 psf This package includes 98 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. 118 Seal# Truss Name Date 1 T10699851 C1A 3122/17 T10699868 FG2 3/22/17 12 1 T1 0699852 1 C1 B 1 3/22/17 119 1 T106998691 FG3 1 3/22/17 13 I T10699853 I C2A 1 3/22/17 120 1 T10699870 I FG4 1 3/22/17 14 1 T106998541 C3A 1 3/22/17 121 1 T10699871 1 FG5 _ 1 3/22/17 15 1 T106998551 C3131 13/22/17 122 I T106998721 FT1 1 3/22/17 6 1 T10699856 1 C5A 3/22/17 123 T10699873 FT2 3/22/17 7 1 T10699857 1 C5B 3/22/17 124 T10699874 FT3 3/22/17 8 1 T10699858 1 CJ1 3/22/17 125 T10699875 FT4 3/22/17 19 1 T1 0699859 1 CJ2 13/22/17 126 1 T106998761 FT5 1 3/22/17 1 10 1 T10699860 1 CJ3 3/22/17 27 IT10699877 FT6 3/22/17 11 T10699861 CJ4 3/22/17 128 IT10699878 FT7 3/22/17 12 T10699862 1 CJ5 3/22/17 129 IT10699879 FT8 3/22/17 113 I T106998631 E7A 1 3/22/17 I30 I T106998801 FT9 1 3/22/17 14 1 T10699864 1 EJ1 1 3/22/17 31 IT10699881 FT10 1 3/22/17 I 115 I T10699865 I EJ5 1 3/22/17 132 I T10699882 I FT11 1 3/22/17 16 IT10699866JEJ7 3/22/17 133 IT10699883 FT12 13/22/17 117 1 T106998671 FG 1 1 3/22/17 134 I T10699884 I FT13 1 3/22/17 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: Lee, Julius 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 ANSIITPI 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. 7-1914 01LDI% SANFORD IU S CFtc i i 4, NSF•• . No 34869 r cc AT . •k/ S rrNA C Julus Lee PE No.34M Mlrek Usk Inc. FL Cert 6634 6904 Parl® East 104 Tampa FL 33610 Dab: Lee, Julius March 22,2017 1 of 2 RE: TB0089 - Site Information: Customer Info: Taylor Morrison Lot/Block: 8i9 Address: City: Sanford Project Name: TB0089 Model: Eden III A Subdivision: Thornbrooke State: Florida No. I Seal#1 I Truss Name I Date I No. I Seal# I Truss Name I Date 35 IT10699885IFT14 3/22/17 178 IT10699928IT24 3/22/17 136 I T106998861 FT15 13/22/17 179 I T10699929 I T25 13/22/17 1 37 IT10699887IFT16 3/22/17 180 IT10699930IT26 3/22/17 138 IT10699888IFT17 13/22/17 181 I T10699931 I T27 13/22/17 1 139 I T10699889 I FT18 13/22/17 182 I T10699932 I T28 13/22/17 1 40 IT10699890IFT19 3/22/17 183 IT10699933IT29 3/22/17 41 I T10699891 I FT20 13/22/17 184 I T10699934 I T30 13/22/17 142 I T1 0699892 1 FT21 13/22/17 185 I T10699935 I T31 13/22/17 43 IT10699893IFT22 3/22/17 186 IT10699936 T32 3/22/17 44 IT10699894IFT23 3/22/17 187 IT10699937IT33 3/22/17 45 IT10699895IFT24 3/22/17 188 IT10699938IT34 3/22/17 146 I T10699896 I FT25 13/22/17 189 I T10699939 I T35 13/22/17 47 IT10699897IFT26 3/22/17 190 IT10699940IT36 3/22/17 48 1 T1 06998981 H5A 3122/17 191 IT10699941IT37 3/22/17 49 1 T10699899 1 H513 3/22/17 192 IT10699942IT38 3/22/17 50 1 T10699900 1 H7A 3/22/17 193 IT10699943IT39 3/22/17 51 1 T10699901 1 HJ1 1 3/22/17 194 I T10699944 I T40 13/22/17 1 152 1 T10699902 1 HJ3 13/22/17 195 1 T10699945 I V01 13/22/17 1 153 1 T1 0699903 1 HJ5 13/22/17 196 I T106999461 V02 13/22/17 1 154 I T10699904 1 HJ7 13/22/17 197 1 T106999471 V03 13/22/17 1 55 IT10699905IT01 3/22/17 198 IT106999481VO4 3/22/17 56 IT10699906IT02 3/22/17 1 1 57 IT10699907IT03 3/22/17 158 IT10699908IT04 3/22/17 159 I T10699909 I T05 13/22/17 J 160 I T10699910 I T06 13/22/17 161 1 T1 0699911 1 T07 13/22/17 62 IT10699912IT08 3/22/17 63 IT10699913IT09 3/22/17 64 IT106999141TIO 3/22/17 165 T10699915 T11 3/22/17 66 IT10699916IT12 3/22/17 167 I T10699917 I T13 1 3/22/17 168 I T10699918 I T14 13/22/17 169 I T10699919 I T15 13/22/17 1 170 I T10699920 I T16 3/22/17 1 71 IT10699921IT17 3/22/17 72 IT10699922IT18 13/22/17 I 73 IT10699923IT19 3/22/17 74 IT10699924IT20 3/22/17 75 T10699925 T21 3/22/17 176 I T10699926 I T22 13/22/17 J 177 I T10699927 I T23 13/22/17 1 2of2 Job puss ype , ry Plybuss T10699051 T80089 CIA Corner Jock 1 t I Job Reference(optional) Builders FirsiSource, Torrpo, Pant Coy. Florida 33566 7 640 s Apr 19 2016 MTek Industries, Inc. Wed Mar 2209.SS•37 2017 Page 1 I D: YPdNv2JXSeH2B W k HvoslYgz4GmX-FL DOIU6Uaust6v8AEAU W srkOH W iZoiwEbKhN11zYOya 1-" 1-0-0 Scale = 1:7.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ver1(rL) -0.00 4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(Q -0.00 3 We We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- I BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. Qb/size) 3fidecflanfcal, 2=135/0-5-10 Max Horz 2=41(LC 12) Max Uplift2=-57(LC 12) Max Grav3=17(LC 3), 2=135(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown NOTES- (7) 1 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25ft; Cat II; Exp B; Encl., GCpi=O 18; MWFRS (envelope) gable end zone and C-C Exledor(2) zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DO[=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 lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical con4action (by others) of truss to bearing plate capable of withstanding 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 prod Old 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." AWARNING - Yooh deal ng poromoforo and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MLL7477 rev. 1d0302OIS BEFORE USE. Design vdkl for ttso only withlMnekO conneclors. IMs design 6 Lxzed only upon parameters shown. and is for an hdMdutal "c ing component, not a trios system. Beim use, ItxAdngdoslgn. ®acing Indl.,oted rtgbllddeslgrrei must verily the arolcablify of design paaneters turd rroperly Incorporate this design Into the overall Is to Irevent b,oliting of Ux Wud truss web and/or chord members only. Adcgllonol temMay and permanent bating WOW 6alwaysromlredtotstal-Alty and to geveni cotklf;se wllh possble p aisorxi hjW and propedy dainage. For general guuldonce tegacing itxr Iclrlcatlon, slotctgo, dollvery, erection axd bracing of misses and Intl systems seeANSIMI I Quality Cdterlo, DSB-89 and BCSI Building Component 6904 Perks East Blvd Solely Information ovdklle irom ltuss Plato InstlMe. 218 N. Lee Street, Stlle 312, Alexandria, VA 22314. Tarrpa. FL 33610 Job Truss Truss Type T10699852 TB0089 c18 Corner Jack 2 1 Job Reference (optional) Builders FinstSource, Tampa. lent Cdy. Fonda 33566 7 649 a Apr 19 2015 Mr t eR Inausnws. Inc. wed raver 22 Ov,65 3r 2017 rage 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-FLDOIU6Uaust6v8AEAU W srkOT W i?olwEbKhN?IzYOya 1-0-0 1-0.0 30 = Scale = 1.6 6 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) -0.00 2 >999 240 MT20 2441190 TCDL 10.0 1 umber DOL 125 BC 0.01 Verl( I-) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 000 Horc(rL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-9/Mechanical, 2=138/0.8-0, 4=9/Mechanical Max Horz 2=2D(LC 8) Max Upli113=-9(LC 1), 2=-91(LC 8) Max Grav3=ll LC 8), 2=138(LC 1). 4=18(LC 3) FORCES. (Ib) - Max Comp.lMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7.10; Vult=1; MW FRS (envelope) gable DOL=1.60 plate grip DOL: 2) This truss has been desigi 3) ' This truss has been desi fit between the bottom chc 4) Refer to girder(s) for irus: 5) Provide mechanical connf 6) "Semi -rigid pitchbreaks wi 7) "This manufactured produ particular building is the rE mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; rind zone and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber 1.60 ad for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ned 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 d and any other members. o truss connections. lion (by others) of truss to bearing plate capable of withstanding 9 lb uplift at joint 3 and 91 lb uplift at joint 2. i fixed heels" Member end fixity model was used in the analysis and design of this truss i is designed as an individual building component The suitability and use of this component for any ponsibility of the building designer per ANSI TPI 1 as referenced by the building code." A WARNING - Verify design panmsters Design valid for use only wl0n and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 014114477 rev. IOMW IS BEFORE USE. klek® conneclas. This design Is based only upon paicaneters shown. and Is for an lndlvkftrd buildingng component. not a truss system. Before use, tho bilking daslgn. Bracing l ndIcO building designer must veilfy the applicability of design panarnelers and property Incorponale this design Into lie overall W Is to buckling of individual Miss web and/or chord members orgy. Additional lempoiary and permanent Irackv M iTek' Is always icxwhed for stability arxd fabrication staage. delivery. pnevenl to prevent collapse wllh possible personal hpay and properly damage. For general guidance negardng the recllon and bracing of kuses cart Ines systems. seoANSI/TPI I OuaBty Critwlo, DSB-89 and SCSI Building Component 6901 Corks East Blvd Safety Information avdlalle apm Truss Plate Ins0lule. 218 N Lee Street. Suite 312. Alexandda VA 22314, Tampa. FL 33610 Job Tfuss Puss ype = ty TI0699853 TBW89 C1A Corner Jack 2 1p t I Job Reference lional ButWere FirslSource. Tango. I Pient Cry, Ronde 33566 7.640 s Apr IV zet 5 mrl eK IndYSirlea. Inc. woo mar zz ve twit Zet 7 Pogo t ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-FLDOIU6Uaust6v8AEAUW srkOOW iXoiwEbKhN?IzYOya 1-0.0 2.2.10 1-0-0 2.2-10 Scale = 1:10.3 20 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0,00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(rL) -0,00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) Max Ho Max UPI Max Gr, FORCES. (lb) -Max. NOTES- (7) 1) Wind: ASCE 7-10; Vult=V MW FRS (envelope) gable DOL=1.60 plate grip DOU 2) This truss has been desig 3) ' This truss has been desi fit between the bottom ch( 4) Refer to glyder(s) for truss 5) Provide mechanical conn( 2. 6) 'Semi -rigid pitchbreaks wl 7) 'This manufactured produ particular building is the rc hanical, 2=176/0.6.0, 4=19/Mechanlcal 12) 12), 2=-59(LC 12) 1), 2=176(LC 1), 4=38(LC 3) Ten. - All forces 250 (Ib) or less except when shown. 19mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; end zone and C-C Exlerior(2) zone;C-C for members and forces & MWFRS lot reactions shown; Lumber 1 60 red for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3ned 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 rd and any other members. to truss connections. clion (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 59 lb uplift at joint fixed heels' Member end fixity model was used In the analysis and design of this truss. is designed as an Individual building component. The suitability and use of this component for any ionsibllity of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNING • verify doddgn pammetwo and READ NOTES ON THIS AND INCLUDED NflEK REFERANCE PAGE NIF7473 rev. fOdR'YlOIS BEFORE USE Design valid lot use, only wllh Mnek® connoctois. this design is based only upon paameten shown. and Is for an Yx1NkAal building component. not a truss system. Before toe, Iho building dosljnet must verify the aWlcabillty, of design paarnoters and proporty ktcorpolale tills design Into tlw overall MAding design. B iacktg Indic tod Is to trjckling of Individual truss web and/or chord members orgy. Add Illonol lemporary and permanent bracing WOWrAevent Is always ieciuked for sIMMIly to rxevent collarAe with poaBtle peisonal trsjuy and properly damage. Farr general guidance rega idktg tlx/ labrlcallm storage, delivery, &ecllon and bractrrg of IRMC4 and irtrsa ryslems SeeAN51/1PI I Quality Criterto, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information avallable from truss Mate Institute, 218 N. tee Street. Suite 312. Adexan drim VA 22314. Tanga, FL 33610 o rl s rmuss ype ty Ply T10699854 780089 CAA Coe. Jack t 1 I Job Reference(optional) ouacomt- osrbource. iempe. coy, aortae a;uva r.b+u s Apr iv zute mneo enausmes, enc. woo mar zz vv:ea:,w zul r rage i ID: YPdNv2JXSeH2BWkHvoslYgz4GmX•kXnMg66KC kk%Mot?103GZCw2UX99Nq_OwXkzYOyZ t- 0-03-0-0 t- 0-0 3-0-0 3x6 II Scale = 1:/2.3 Plate Offsets (X.Y)-- 12:0-1.4,Edge1 f2.D-1-4,0-9-11I LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 006 Vert(TL) -0.00 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2x4 SP No 3 REACTIONS. ( lb/size) Max Harz Max Uplift Max Grav FORCES. ( lb) • Max. NOTES- ( 7) 1) Wind: ASCE 7.10; Vulh MWFRS ( envelope) gat DOL= 1.60 plate grip DC 2) This truss has been des 3) ' This truss has been d( fit between the bottom c 4) Refer to girder(s)for in 5) Provide mechanical cor 2. 6)' Semi-rigid pitchbreaks 7)' This manufactured pro particular building is the Mechanical, 2=221/0-6-0, 4=23/Mechanical LC 12) LC 12), 2=-62(LC 12) LC 1), 2=221(LC 1), 4=39(LC 3) Ten. - All forces 250 (Ib) or less except when shown. 9mph ( 3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511, Cat. II; Exp B; Encl., GCpi=0.18; end zone and C-C Exterfor(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber 1. 60 ed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. fined 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 d and any other members. to truss connections. tlon ( by others) of truss to bearing plate capable of withstanding 39lb uplift at joint 3 and 62 lb uplift at joint fixed heels' Member end fixity model was used in the analysis and design of this truss. Is designed as an Individual building component. The suitability and use of this component for any lonsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARN/NO • Vsrly tledpn pwmetere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/167473 rov. IOWW IS BEFORE USE. Design valkf lot use only v4lh Mllek® connectors. This design Is based only upon pmamelem shown. and Is foe an Individual btAding component, not a huss sysletn. Belowe use, the building designee must vedfy the arxAlcoblilty of design pmantelers and lropewiy Incaporole $his design Into the ovmall building design. Bracing Irxilcoled Is to rAevent buclding of Individual Iruss web and/ow chord members only. Addiliortal lempmory and permanent bracing WOW Is always required low stablllly and to peevenl collapse with possible personal Inpsy and properly dmnage For general guidance iogardny the Iabeballom storage, delivery, ecllon and tracing of Iwusses and Iniss systems, seeANSI/TPI I Quality Cdlerla, DSB•89 and IICSI Building Component 6904 Perks East Blvd. Safety Information available"Tnas Plate Institute. 218 N. lee Street, Suite 312. AlexorWrkx VA 22314. Torrpo. FL 33610 o r s russ ype ty i T10699855 TB0089 C.3BI Comer Jack 2 t Job Reference (optional) ouwrm• . aawu,ce. ,unyu. , m Y. rwnoa - 2 3x4 = 3. 00 12 ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-kXnntg66KC_kk3lMot9103GZewl BX99Nq_OwXkzYOyZ 3- 0.0 LOADING ( psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 ' laep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We Na BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. ( lb/size) Max Ho Max Upl Max Gn FORCES. ( lb) - Max. NOTES- ( 7) 1) Wind: ASCE 7-10; VUtt=1, MW FRS (envelope) gable DOL= 1.60 plate grip DOU 2) This truss has been design 3) ' This truss has been desi, lit between the bottom chc 4) Refer to girder(s) for truss 5) Provide mechanical tonne 2. 6) " Semi -rigid pitchbreaks wii 7) ' This manufactured produw particular building is the to hanical, 2=205/0-8.0, 4=26/Mechanical 8) 12), 2=-108(LC 8) 1), 2=205(LC 1), 4=52(LC 3) Ten. - All forces 250 (lb) or less except when shown. Scale= 1:9.1 3 4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffin. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. h ( 3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpl=0.18, zone and C•C Exterior(2) zone,C•C for members and forces 8 MW FRS for reactions shown; Lumber f for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. ad lot 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 and any other members. truss connections. on ( by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3 and 108 lb uplift at joint fixed heels' Member end fixity model was used in the analysis and design of this truss. is designed as an Individual building component. The suitability and use of this component for any ronsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verily des/yn parameters and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MIF7477 rov. rG77MIS BEFORE USE Design valid for use only with MlleM conneclors. This design is based only upon parameters shown, and Is for an hdlvkltxA buldhg component, not a huss system Beforo use. the brllding designer must vorlly the appllcabllty of design parametewril aproperlyhcorporole this design Into the ovorall building design. [ bating Irldicoled Is to proven) buckling of k1dlvldual In= web and/or chord members only. Add honal lempaary and permanent bracing MOW Is alwaysre4t4redlotskiilityandtoproven[ collapse with possible personal tMiy and properly aksnar^ For general grldrnce uig(idhg the lalskatlon. storago. ( Salivary. 6recllon and baiting of busses anal truss systems, seeANSWPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Perks East Blvd, Safety Information available ban lrras Plate institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Torres. FL 33610 Job Truss Truss Type qty ply T10699856 TB0089 CSA Jack -OpenI 1 tI II Job Reference (optional) Bulidere RielSource. Tompa, Cory, Fonda 33566 7 640 a Apr 19 2016 M1ek Industries, Inc Wed Mar 22 09 55 39 2017 Pagel ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-CkK9497k5V6bMCIZMbW xGpgNJKNGcPX2eAT3AzYOyY t-0-0 S-0-0tSo-o 2x4 = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.36 Vert(LL) 0.03 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.07 2-4 777 180 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) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEDGE Lett: 2x4 SP No.3 REACTIONS. (Ib/size) 3=131/Mechanical, 2=273/0-6.0, 4=47/Mechanical Max Horz2=128(LC 12) Max Uplilt3=-108(LC 12), 2=-69(LC 12) Max Grav3=131(LC 1), 2=273(LC 1), 4=94(LC 3) FORCES. (lb) - Max. NOTES- (7) 1) Wind- ASCE 7-10; Vult=1; MWFRS (envelope) gable DOL=1.60 plate grip DOL: 2) This truss has been desigi 3) ' This truss has been desi lit between the bottom chc 4) Refer to girder(s)for irusE 5) Provide mechanical tonne 2 6) "Semi -rigid pitchbreaks wi 7) "This manufactured produ particular building is the re Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=6.0psh h=2511; Cat. 11; Exp B; Encl , GCpi=0.18; nd zone and C-C Exterior(2) zone,C-C for members and forces & MW FRS for reactions shown; Lumber 60 d for a 10.0 psf bottom chord live load nonconcurrent with any other live loads led 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 I and any other members. truss connections. ion (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 69 lb uplill at joint I fixed heels" Member end fixity model was used in the analysis and design of this truss. Is designed as an Individual building component. The suitability and use of this component for any ponsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - Verlry designhon and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIF7I77 rev. 16M/10i5 BEFORE USE. Design valid for use only with lWeM connectors This design Is hosed only upon parameters shown. and Is for an ex Mckfal bxilding component. not a buss system. Before use, the txAdIng design Bracing Incdlcoled building designer must verify the opolcabllty of design parameters and rxopeny Incoipoiate this design into the overall Is to rxevont buckling of Individual truss web and/or chord members orgy. Additional temporary and permanent biocdng Welk' is always reclrdied fa sk*AOy and storage. delivery. io prevent coilq>se vAlh possUe personal hAey cand property ("doge For generalguidance iegavdng the eiec Ikon and bracing of Inmes and Iniss systems. seeANSI/TPI I Quality Criteria, DSO-89 and SCSI Building Component 6904 Perks East Blvd.fabitcollon, Safety Information available bjxn taus Rate Institute, 218 N. Lee Slieel. Sidle 312. Alexon dila. VA 22314. Tempe. Ft. 33610 Job Truss ruse Type , y ly T10699857 780089 C58 Comer JackI 2 1 II Job Reference Zonal owioers rnsrawnce. ierrya. raw wy, nano- auaoo 3.00 12 2 30 = ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-CkK9497k5V6bMCIZMbW_xGph2JKXGePX2eAT3AzYOyY LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Verl(LL) 0.03 2.4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.07 2-4 820 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3= Max Horz 2= Max Uplilt3= Max Grav3= FORCES. (lb) -Max. NOTES- (7) 1) Wind: ASCE 7-10; Vult=1 MWFRS (envelope) gable DOL=1.60 plate grip DOL 2) This truss has been desil: 3) ' This truss has been des fit between the bottom ch 4) Refer to girder(s) for trus 5) Provide mechanical Conn 2. 6) 'Semi -rigid pitchbreaks w 7) 'This manufactured prodt particular building Is the ri achanlcal, 2=27610.8.0, 4=46/Mechanical 8) 12), 2=-122(LC 8) 1), 2=276(LC 1), 4=92(LC 3) Ten. - All forces 250 (Ib) or less except when shown. Scale: I'_ T 3 PLATES GRIP MT20 244/190 Weight. 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. 9mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; and zone and C-C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber 1.60 ad for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. fried 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 d and any other members. to truss connections. lion (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 3 and 122 lb uplift at joint 1 fixed heels' Member end fixity model was used in the analysis and design of this truss. 1 is designed as an individual building component. The suitability and use of this component for any ponsibility of the building designer per ANSI TPI 1 as referenced by the building code.` WARNING - Verily dosdgn peMI MI * end READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 114167477 ray. 1OV31016 BEFORE USE Design valid lot use only with a truss system. Before use, the MlleM connectors Tits design Is Lxlsed only upon parameters Shown. and Is loi an Individual brlding component, not building designer must verily Iho applicability of design paaneters and property Incorpoioto this design Into the overall wt blding design. Bracing Inclk aced is to prevent buckling of Individual Ines web and/or chord members only. Additional lemporary and permanent boring WOW Is always royWed lot slat -Ally (ex1 labrkolbn sfotoge. delivery. to prevent collapse with possble personal In W tmd property damage. For general guidance tegading the aiecllon and bracling of fnrsses and Inns syslemz soeANSI/TPI I Quality Criteria, DS"9 and SCSI Building Component 6004 Parks East Blvd. Swoly Infomrotlon avdtable l.om trim Plate Institute, 218 N. Lee Street. Sulle 312. AlexanBkL VA 22314 Tampa, FL 33610 Job Truss Truss Type 9ty ply T10699858 TB0089 CJt Comer Jack 9 1 I Job Reference o Uonal aullaers Peslxulce. I arrlpa. rim "y. Pallas a:sbeb r.wU s API IV Zele MI I en mausnles. Inc. wee Mar zz wa:bb:3a zw1 r roye 1 ID:YPdNv2JXSeH2B W kHvoslYgz4GmX-CkK9497k5V6bMCIZMbW_xGpktJ0TGePX2eAT3AzY0yY 1.0-0 1-0-0 Scale. 1:7.1 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrZ(TL) -0.00 3 We We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-9/Mechanical, 2=138/0-8.0, 4=9/Mechanical Max Horz 2=41(LC 12) Max Upiill3=-9(LC 1), 2=-58(LC 12) Max Grav3=11(LC 8), 2=138(LC 1). 4=18(LC 3) 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=4.2psl; BCDL=6.Opsf; h=25i1; Cat. II; Exp B; Encl., GCpl=O 18, MW FRS (envelope) gable end zone and C-C Exterior(2) zone;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 2.0-0 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 3 and 58 lb upllll at joint 2. 6) "Semi -rigid pltchbreaks 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- Vorlly doslyn poremsters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/0-7473 rev. IM"V16 BEFORE USE Destgn valkl tot use only with W11109 connectos. This design Is based only upon parameters shown. and Is to an Individual buldhg component. not a truss system. Below use, the building deslgner musl verity Me ap Alcal)llly of desrgn pataneters and ptor>wly hcospoate Ihk design Into thxi ovetdl building design. Ikachg indicated Is to prevent lxxlding of Individual truss web and/ot chord members only. AcUllo al tempoary and permanent bracfrng WOW6alwayste(OWJ for sk"lly arVJ to prevent collarxse with possbl6 persomh Miry and property danage. tot g r mal guidance tegadhg the fabricatkxn. stotage. delivery, erection axt btochg of Irtmes and Inks systems, seeANSI/TPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parks East Blvd Safety Information ovalk"e from truss Rate Institute, 218 N. Lee Street, Srlto 312. Alexandda, VA 22314 Tampa. FL 33610 Job fuss Truss Type , 70699858 T80089 CJ2 Corner Jack 4 t Job Reference (optional) ouaaers vustaource, rarrpa. ram cay. FKaae 33555 r 64u s Apr nv zvn5 mo i aK mausirres. rno. weo mor zz vv.ss 4e zvt f rags t ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•gwuXHV8MspESzMstvl2DUUMVGIjp?31gHHvlcdzYOyX 14 0 2.8.14 1-0-0 2.8.14 Scale = 1:11.4 2(4 = 28-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 10lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical, 2=191/0-6.0, 4=24/Mechanical Max Horz2=77(LC 12) Max Upli113=-49(LC 12), 2=-60(LC 12) Max Grav3=54(LC 1), 2=191(LC 1), 4=49(LC 3) FORCES. (Ib) - 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.Opst; h=2511, Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;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 20.0psl 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 60 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member and 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 -Verify doslgn parnmetors and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MIF7473 rev. 10113COIS BEFORE USE. Design valid for use only with MIlok0 connectors. Wits deslgrn Is blosed only upon parametersshown, and Is for an individual building component, not a truss system. Before use. tho biding designer must verity the applicability or design paameters and pioperly Incorpwrate this doalgn Into the overall Hiding design. lkacing Indicated It to prevent buckling of IndNklual in=web and/or chard members only. A:dc ll$oF d tempaay and permanent bating WOW Is atwaW eoquked la stability and to rrevenl collapse wtlh possible personal knpay and property damage. For f fewwra guidance regadt ng the fabrication storage, delivery, erection and bracing or Mrssos and tars systems, soeANSI/IPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East Blvd. Safety Information available nom Truss Rate InsilMe, 218 N. Loe Street. Sudto 3)2, Alexandria, VA 223)4. Tampa. FL 33610 Job T Fuss I Fuss Type 0iy ply 710699860 T60089 CJ3 corner Jack 9 1 Job Reference (optional) VU1109r$ F lrs1JOU1Ce. r arrpa. rrani Gay.•Forma JJbbb 1.MV SAP' tw 4Vt b— 9. r.Uuslrres,rrw .bger I D: YPdNv2JXSe H2B W kHvoslYgz4GmX-gwuX H V8MspESzMslvl2DU UMv2jIP/31g H Hv 1 cdzYOyX 1-0-0 3-0-0 1.0-0 3-0-0 Scale = 1:12.3 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n/a 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 3-0-0 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=58/Mechanical, 2=205/0-8-0, 4=26/Mechanlcal Max Horz2=84(LC 12) Max Up1i113=-54(LC 12), 2=-63(LC 12) Max Grav3=58(LC 1), 2=205(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. 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=4.2ps1; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS 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.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 taus to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 63 lb uplift at joint 2. 6) 'Semi-ngid 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 - yalfly dosfpn parormfem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11147473 rov. 1110111302015 BEFORE USE Design valid lot use only with Milek® connectors. oils design Is based only upon parameters shown. and Is for an irdlvldtial lxNdbV component, nol ki aRusssystem. Before use. the bring designer must verify the appllcabilN of design parameters and properly Incoiporate this design Into the overall building design. Bating Indicated Is to prevent buclding of bndlvrdual truss web and/or chord members only. Adtlflanal temporary and permanent btacbtg WOW tsoNKm reclllled loi stah8lty and to pievenl collapse vAlh possmte persorKil k*sy aril properly carnage For genoraf grldance regacbtg the fabrication storage, delivery. erection and bracbn<t of Inmes and truss syskrins, seeANSI/iPl1 Quality Criteria, DSB-89 and &CSI Building Compot»nt 6004 Parks East Blvd. Safety IMormaBon available bon Truss Pbafe InsOMo, 210 N. Lee Skeet. Stlte 312. Alezan ift VA 22314. Tanga. FL 33610 Job Truss Truss Type lY T10699861 T80089 CJ4 Jack -Open 2 t Job Reference (optional) Builders Frr6ISOUICe. Tompa, Plant City. Florida 33566 7.640 6 Apr 19 2016 Mir OR Industries. Inc. Wed Mar ZZ 09*55 41 Z017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-86SvVrg?d7MJbW RxTOZSOhu 1 L70okWvpW xfa83zYOYW 1-0-0 4.5.12 1.0-0 4.5.12 Scale = 1:15.7 2x4 = 4-5.12 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Ven(LL) • 0.02 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.05 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 16lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.6.0, 4=42/Mechantcal Max Horz2=114(LC 12) Max Upbit3=-93(LC 12), 2=-67(LC 12) Max Grav3=114(LC 1), 2=253(LC 1), 4=83(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc pudins. 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.Opsl; h=25ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 lot 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 93 lb uplift at joint 3 and 67 lb uplift at joint 2. 6) "Semi -rigid pilchbreaks 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.' Q WARNING - Verily design paramefers and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE ND-7473 rev. hTA MIS BEFORE USE Design valid lot use only Win Mnek® connectors. Iris design is based only upon patamelers shown, and Is lot an IndivkArol building component. not a kuss syslern. Before use. the bxdlding designer must verify the applkbabllty of design paramefors and properly Incorporole this design Into the overall buldlrlg design. Bracing Indlcoled Is to pievenl b uckiing of individual Itass web and/or choid rnembels only. Addillorlal lemposary and petmanent bracing MiTek' It always Ieasuiled 101 slabllllY and 10 pleveni collapse with possible personal Infuay and property danage. For general guidance tegaidIng the fabilcatbn, storage, delivery, election and bracing of Dimes and In=sysleins, seeANSI/IPII Quality Cdteda. D55.89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Rate institute. 218 N. Lee Street. Suile 312, Alexandria. VA 22314. Tempo. FL 33610 Job Huss Truss Type rlo6aee62 T80089 CJS Com*r Jack 4 Job Reference(optional) nru10M I-IMbOdrC*, romps. Viem V". Honda 33s66 7.640 a Apr 1 V z016 Mi r *x oousmoo, me woo Mar zz 0V 55.41 zut r Fogel I D:YPdNv2JXSeH2BW kHvoslYgz4GmX•86SvVr9?d7MJbW RxTOZSOhu017?rkWvpWAa83zYOyW t-0-0 5.0.0 1 0 0 5-0.0 20 = 5.0-0 Scale = 1:17 3 LOADING(psf) SPACING- 2-0-0 CST. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Verl(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.07 2-4 777 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 18 lb FT = 2046 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=131/Mechanical, 2=273/0.6.0, 4=47/Mechanical Max Horz 2=128(LC 12) Max Upllft3=-108(LC 12), 2=-69(LC 12) Max Grav3=131(LC 1), 2=273(LC 1), 4=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=4.2psf; BCDL=6.Opsf; h=25t1; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone,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 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 108lb uplift at joint 3 and 69 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 - Verify design powneters end READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE MO.7473 rev. 169MIS BEFORE USE. Design vaild lot use only with MllekV connectors. This design Is Lased only upon paramelets shown- aril Is for an IndMdual bulding component, not a Russ system &dole use. the bllding designer must verify the appilcoUlN of design prxametors and properly Ineorporalo It* design Into file overall WdI ng design. Wachg Incilcoted is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent txucing MiTek' It always requked for stcri00y and to prevent collapse with possible personal "and property damage. For general yukkMe tegarding the labkallm slaage. delivery, erection and bracing of fnrsses and Intss syslems seeANSI/TPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Pork* East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, suite 312. Alexaandrkl VA 22314 Tompo. FL 33610 Job I FUSS Truss Type Qty Ply' T10699863 T80089 VA Jack -Open 2 1 Job Reference(optional) ounaers rasrbource, rarnpa, rranr wy, rronaa s ae& r.wu s Apr iv zum mrex mousmos. inc. woo mar zz vv ao.nz zvi r rays r ID:YPdNv2JXSeH2B W kHvoslYgz4GmX-cJOHIB9d000ADg071j4hZvR5?XlbTz9zlbO8gVzYQyV 1 0 0 7-" 1-0-0 7-" 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.08 2-4 980 240 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.25 2.4 323 180 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 HOrz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC20141TP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS, Qb(slze) 3=177/Mechanlcal, 2=352/0-8-0, 4=79/Mechanical Max Horz2=89(LC 8) Max Uplilt3=-107(LC 12), 2=-140(LC 8) Max Grav3=177(LC 1), 2=352(LC 1), 4=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 23 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; Vut1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exiedor(2) zone;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 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 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 107 lb uplift at joint 3 and 140lb 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." 0 WARNING - V&rlly dedyn Paremetere end READ NOTES ON THIS ANOWCLUDED MrTEK REFERANCE PAGE M*7473 rev. MIXIMIS BEFORE USE woo— Design valid low use only with Iv91ek0 connectors. lt* deslen Is rased only upon parameters shown, and Is low an hdMrAKI buWing component. not o buss System. Before use. the bWdingdesigner must verity the aJXAIc;cdAIy of design paaneters and propely hcortmote this design Into the overall 1xilkli lg design Racing Indicated Is to prevens buckling of Individual buss wet> and/or chord members only. Additional temWary and permanenl brocin© MOW Is always rec4bo d for slatAlly and to prevenl collapse wllh posstole perswxt l tipsy and rAoperly carnage. For general guidtnce regordhg the kAxIcallon, storage, delivery, erection and L-4oelngof misses and lass systems. seeANSIfFPl1 Quality Criteria. DSB49 and SCSI Building Component 6904 Pork& East Blvd. Safety Information avdlaMe Dom buss Plate butlMe. 218 N. Lee Street, Sulle 312. Alexa ci t. VA 22314. Tempo. FL 33610 Job I rurss Truss Type T706998W TSM89 EM Jack -Open 7 1 Job Reference(optional) Batrders FuslSoatae. Tanta, Plant Gay. Honda 33566 r.Wlu a API la eUla MIIax Inausrnas, I=, YYea Mai ZZ vv.*D *e evl r Papa I ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-cJOHlB9d000ADgO7114hZvRE6XPCTz9zlb06gVzY0yV 1-0-0 I 0.10.8 1-0-0 0.10-8 Scale = 1:6 8 2x4 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Verl(TL) -0.00 2 >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 FBC2014lfP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10.8 oc pudIns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-19/Mechanical, 2=139/0-8-0, 4=8/Mechanical Max Horz2=38(LC 12) Max Uplift3=-19(LC 1). 2=-61(LC 12) Max Grav3=14(LC 8), 2=139(LC 1), 4=16(LC 3) FORCES. (Ib) - Max. Comp./Max. 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=4.2pst; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 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 fall 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 19 lb uplift at joint 3 and 61 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." O WARNING- Varlly dealyn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MO-7473 ray. 10WMIS BEFORE USE. Design valtrl for use only with MllekO connectors U* design Is based only upon paamelers shown. a cl Is lot an bdlvldual LAdding component, not a truss system. Below use. the b0ding deslgrxrr must vedly the oWicablity, of design Iwranelers cttxl txopetly Incorporate Ihb design Into tte overall building design. ftcrft Indicated Is to buckling of Individu>d truss Wel> and/of chord members only. Addtlonal temporary and permanent bracing M iTek' ptevenl Is always requited log stal>Illty aril to plevenl collapse wllh pomUe personrt k*jy and propertydanage nor general gu ldance regading One IcAxlcatbn storago. delivery. etectlon anti bracing of Inrses and Ims systems seeANSI/TPI I Quality Criloft, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety IMormallon ova9aMe groin truss plate Institute. 218 N. Leo street. Suite 312, Alexan sift VA 22314. Tempo. FL 33610 Job I Fuss TFUSS TWO , T1069986S TBW89 E.15 Jack -Open 1 Job Reference(optional) MIMI$ raewource. r empe. rram wy, rroeoo J ubb r b+v s ,vpF IV Nr b ns r es mouwnes, rno. ruse mar zz vv oo..z zvr r rage r ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-cJOHiB9d000AD907lj4hZvRAuXLETz9zlb08gVzY0yV 1-0.0 5.0-0 Scale = 1:17.3 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Verl(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Verl(TL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a r1/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/slze) 3=127/Mechanical, 2=276/0.8.0, 4=46/Mechanlcal Max Horz2=128(LC 12) Max Up11113=-l06(LC 12), 2=-70(LC 12) Max Grav3=127(LC 1), 2=276(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. 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=4.2pst; BCDL=6.Opsf; h=25f1; Cat. II, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exlerlor(2) zone;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 20.0psl 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 106 lb uplift at joint 3 and 70 lb uplift at joint 2. 6) 'Semi -rigid pilchbreaks with Iixed 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 for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - yerUy design parametem and READ NOTES ON THIS AND INCLUDED WTFK REFERANCE PAGE 111I0-7473 mv. 1=37015 BEFORE USE Design valld For use Orly vA81 WOW connectors. fits dosig n Is based orgy Won parameters shown. and Is for an Individual Wilding component. not a buss system. Before use. the building designer must verity the appllcabiliN of design Ixnametws and properly Incorpaate tints design into the oZc. building design Bracing Indicated Is to pFevent budding of Individual buss web and/or chord members only. Additional lernpoFcsy and pennunonl bwcbng MOW Is always rwaWed I(A stability annd to prevenl coda tm wllh possible persond k*rry and properly darnage. For general guidance regandt ng the kAxicotlon. stotoge. delivery. weclion and bracing of masses and tnrs systems weANSI/iPn Quality Criteria, DS111419 and SCSI Building Component 6904 Pmke East Blvd. Safety Irdormallon available born buss Plate I nsllMe. 218 N. Leo Sheel. Sulto 312. Alexandria VA 22314 Tampa. Fl. 33610 o russ rtlss ype ty Ply Open T10698866 TB0089 EJ7 13 1 Job Reference(optional) oUllaare FIrsnSource. Iarnpa, Flom filly, 1-I01100 33boo 1.54V a Apr 1V Ze15 Mil OK Inauslrlea, InC. WOO Mar ZZ BV.55A3 ZVI I Va9e 1 I D.YPdNv2JXSeH2BW kHvoslYgz4GmX.4VagwXAF9kc 1 ggbKbRbw56_GNxrrTC0P6zF8hCyzY0yU 1-0-0 7 0 1-0-0 7-" 30 = 7-" Inn Scala a 122.2 Plate Offsets (),Y)-- 12:0-0-4,Edgel LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.10 2-4 814 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.26 2-4 303 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 We nita BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight, 24 lb FT = 204L LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=179/Mechanical, 2=350/0-6-0, 4=82/Mechanical Max Horz2=172(LC 12) Max Uplift3=-132(LC 12), 2=-80(LC 12) Max Grav3=179(LC 1), 2=350(LC 1), 4=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 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=4.2pst; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;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 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 132 lb uplift at joint 3 and 80 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- Verify dodpn paramelom and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07473 rev, 1&0 MIS BEFORE USE Design valid lot use only wtlh Mnek® connectors. this design h based only upon psameters shown. and Is foi an IndlNdtal luldkng component, n0l o truss system. Belote uso. the Iullding design; roust vority fine aplxicabllty of design parolneters aril ptoparly Incotpomle 0nD design Into the ovolall txAding design. 19acing lndtcated Is to prevont buckling of 9x1Nk1U01 truss web and/ot chord mer nrxirs only. Additional lempmary and permanont bracing WOWIsalwaysieWiedforstabilityaryltopreventcdlapsewlihpossiblepersonalIrWandpropertydrrnage. Fot general gukkme regtnding the k0ricatbn, storogo, de ivory, erection arxi broekng of fnrsses and IRts systems seeAN51/rPl I Quality Cdlwla, D$8.89 and BCS1 Building Component 6904 Parka East Blvd. Saletv Information available born truss Plate Insi tune. 218 N. Leo Street. SiAto 312, Alexancift VA 72314, Tempo. FL 33610 Job Truss Truss Type la Ply I 710699867 TB0089 FG1 Flat Girder 1 3 Job Reference (optional) Builders FinstSouice. Tampa. Plem Clly. Florida 33566. - 7.640 s Apr 22 2016 AOTek Industries. Inc. Wed Mar 22 13:52:17 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-BTRIJXZ4RyHgg2J3OkN01L5IPdOW IIjLIZTnOEZYNUi 3.0.8 5-11-3 8.9.15 11.8-10 14-7.6 17-6-1 20.6.9 Sae z•10. 2 2.1a12 2-10-12 2-1a12 2.10-12 3.0.8 Scale = 1:36.1 Sx8 = 20 II 5x8 = 20 II exe = 20 II 402 = 20 II 17 2 18 3 19 4 5 6 7 8 3x4 II 502 = 2x4 II ex10 = 20 II 012 = 2x4 II 4x6 = LOADING (psf) SPACING- 2-0-0 CST. DEFL. In poc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.31 12-13 >788 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(TL) -0.57 12-13 >430 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.74 Horz(TL) 0.06 9 rVa rVa BCDL 10.0 Code FBC2014fTP12007 Matrix) Wind(LL) 0.13 13 >999 240 Weight: 354 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.t 'Except' TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc puffins, 5-8: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3'Except' 1-15,3.15,3-13,5-13,5-11,7.11,7-9: 2x4 SP No.2 REACTIONS. (Ib/size) 16=281310-7-4, 9=1903/0-7-4 Max Uplift 16=-770(LC 4), 9=-431(LC 4) Max Grav 16=3726(LC 2), 9=3808(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16— 3446/735, 1.17=-7457/1498, 2.17_ 7457/1498, 2.18=-7457/1498, 3-18=-7457/1498, 3-19=-16143/2508, 4-19=-16143/2508, 4-5_ 16172/2526, 5.6=-12541/1521, 6-7=-12541/1521 BOT CHORD 15.16=-64/282, 15.20=-2685/14437, 14.20=-2685/14437, 14.21=-2685/14437, 13-21=-2685/ 14437, 13-22— 2172/16016, 12.22=-2172/16016, 12-23=-2167/15891, 11-23=-2167/ 15891, 11-24_ 883l7875, 10-24=-883f7875, 10.25_ 883/7875, 9-25=-883l7875 WEBS 1.15=- 157017858,2-15=- 313/160,3-15=-7644/1300,3-14=-125/999,3-13=-595/2733, 4-13=-461/197,5-13> 537/1157,5-12= 56/1603,5-11=-3956(712,7-11=-699/5139, 7-10=0/1276, 7-9=- 8362/934 NOTES- (10) 1) 3-ply truss to be connected together with 1 Od (0.131'x3') 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 0-8-0 oc. Webs connected as follows: 2x4 - 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) lace 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=4.2ps1; BCDL=6.Ops1; h=1511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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 psf bottom chord live load nonconcurreni with any other live loads. 6) ' 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 fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 770lb uplift at joint 16 and 431 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. Continued on page 2 Q WARNING- Verb design parametonr and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MLL7473 rev. 1893MIS BEFORE USE. I-slm1 valid for the only with Mnek® connectors lids design is based orgy upon parameters shown. and Is lot an Individual building componont. nor a truss syslom. Before use. the building designer roust verily the appk;ablity of design pananotors and properly ilcorrwtate this design Into Ilw overall IxAC rig design. Bracing ixftated Is to pievenl budding of ildlvklustl Truss web aril/or chord members only. Additional temporary and permanent biactrlg MOW is always regtlned la stability and to prevent collapse wllh possible personal InAay and property damage. Fri Wrootal guidance tegasd&V 9w fabilcolkln. storage, delivery, erection and bracing of Inrssesand IF= syslern& socANSIMI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information ovdlallle hoar truss Plate Institute. 218 N. too Street, Suite 312, Alexandria. VA 22314. Tempo. FL 33610 JOD I russ Truss Type y 710699667 TB0069 FG1 Flat Girder 1 3 Job Reference (optional) Builders FssMource. Tempe. Plant City. Fbrd& 33566. - 7 640 S Apt 22 2016 N&Tek Industries. Inc. Wed Mai 22 13:52:17 2017 FSppe 2 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-BTRIJXZ4 RyHgg2J30kN01Ls1PdOW t11LtZTnOEzYNUi NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 lb down and 41 lb up at 1-0-0, 205 lb down and 61 lb up at 3.0.0, and 273 lb down and 81 lb up at 5-0-0, and 1250 lb down and 372 lb up at 6-9-0 on top chord, and 458 lb down and 173 lb up at 5-0-0, 718 lb down at 7.1.1, 718 Ib down at 8-5-9, 718 Ib down at 10-5-9, 718 lb down at 12-5-9, 718 lb down at 14.5.9, and 718 lb down at 16-5-9, and 718 lb down at 18-5.9 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. 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 + Root Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-8=-60, 9.16=-20 Concentrated Loads (lb) Vert: 2=-205 13-11O(B) 11— 110(B) 17=-138 18-273 19— 1250 20— 458(B) 21-110(B) 22=-11O(B) 23=-110(B) 24=-11O(B) 25=-110(B) A WARNWG - verify design pwarnwen and READ NOTES ON TNIS AND WCLUOEO Mr7EK REFERANCE PAGE M9.7473 rev. 1M32015 BEFORE USE Design valid for use only Win Mrek9 connectors. This design is based only uton parameters shown. and Is for an Individual btAdIng component, not o Iww system. Before use. the IAAdhg designer must verity the 0WIcahllty of design Iroarnotees ardl property Incorporate this design Into the overall building design. Bracing 1rldlcoted Is to prevent bucatng of Ird 1vklud miss web and/on chord members only. Additional temporary and pemttnwnl bracing MOW Is always iecoed low stal-Afty and to rAevenl cdtarne wllh possible personal Idray aril properly damage. For general guidance ieWdIng the fabk:atlon, slora gio, delivery, erection and bating of Inmes and trim syslems, soeAN51/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Pork& Eost Blvd. Safely Information ovdkLJfe horn Lib Plate Instllule. 216 N. lee Street. Suite 312, Alexandit VA 22314. Tondo. FL 33610 FUSS rues ype ty Ply 710699868 TB0089 FG2 Flat Girder 1 2 Job Reference (optional) tluaaene Frrsibource. I arnpa, vasni V", I-101Va 3Jbbb /."V a Apr r V C r0 - 0. .QuSrtlytl . ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-OuiOLDCVhLsk471iirdOBX3itkOdgDkPRZdoHgzYOyS 3. 10-0 I 7$-0 3. 10.0 3.10-0 30 = 1 THIS TRUSS IS DESIGNED TO BE USED FOR ROOF APPLICATION ONLY. 20 If 2 30 = 20 II 20 11 Scale. 1:14.8 3- 10-0 3.10-0 LOADING( pst) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL LOD BC 0.22 Veil(TL) -0.04 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.39 Horz(TL) 000 4 n/a We BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/size) 6=1131/0.8.0, 4=1131/0.8.0 Max Upllfl6=-299(LC 4), 4=-299(LC 4) Max Grav6=1149(LC 15), 4=1149(LC 15) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-673/207, 1.2=-1740/450, 2.3- 1740/450, 3-4=-673/207 WEBS 1.5=-432/1693, 3.5=-432/1693 NOTES- ( 10) 1) 2-ply truss to be connected together with 1Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 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; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fl; Cal. II; Exp B; Encl., GCpi=0.18, MW FRS (envelope) gable end zone; 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 psf bottom chord live load nonconcurrent with any other live loads. 6) ' 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 6 and 299 lb uplift at joint 4. 8) Girder carries tie-in span(s): 14-0-0 from 0-0-0 to 7.8-0 9) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 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=1.00, Plate Increase=1.00 Uniform Loads (pit) Veil: 1-3=-60, 4.6=-247(F=-227) Q WARNING - Vorlry, deOgn parantetera and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE 11467473 rev. 1093W IS BEFORE USE. Design vaild fa use only with Milek® connectors. IM design is based only upon paramelers Yawn. and is for an hdMdiral building component. nDl o truss system. Before use. the building designer must verily the appticablilty of doslgn lxDarneters and property Incorporate this design Into the ovordl building design Noc rg indicated Is to buckling of kdNkAxb hiss web and/or chard members only. Additional temporary and penmaneni bracing MOW ptevonlIs always neytjned lot stabtltiy and to prevent collapse wtih possible peisoixf InAay and proporiy damage. For general Quid nce ioWd W the 6904 Parke East Blvd. IabrIcallmslotage. delivery. orectlon and bnacirlg of misses and miss systoms uaANSIPPI I Quality Criteria, DSB-89 and SCSI Building Component Torrgo. FL 33610 SafelyInformationavallaMeQomtrimRate "Illute. 218 N. Lee Streel, Sulle 312, Alexo drim VA 22314, Job Truss Truss Type ty Ply 710699869 TB0089 FG3 FLAT GIRDER t 2 Job Reference (optional) Duaaers hrrsibource. 1ornpa, rafnt Gay. Yrwrao 3:f5ee r MV s Apr iv cute mrrex rnausuies. 0c. woo mar cc uv:»:a> cut r rage 1 ID:YPdNv2JXSeH2B W kHvoslYgz4GmX.OuIOLDCVhLsk471iirdOBX3jakF9g8SPRZdoHgzYOyS 2.7-13 5-1.14 7.7.14 10.1-15 12.9.12 2.7.13 2-6.1 2.6-t 2-6-1 2-7.13 THIS TRUSS IS DESIGNED TO BE USED FOR ROOF APPLICATION ONLY. Scale = 1:22.1 20 11 3x8 = 2x4 11 3x8 = 20 11 1 3x8 = 17 >xD = "lx4 11 JXt% = aca 11 7 20 II 4x6 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.25 Ven(LL) 0.05 9-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0,82 Vert( I-) 0.16 9.10 925 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight. 132 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8-9 oc pudins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=1822/0-7-4, 7=3572/0-2-8 Max Upl1117=-331(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1681/0, 1-2=-2791/0, 2-3=-2791/0, 3-4=-4499/36, 4-5=-4499/36 BOT CHORD 11.14=0/4353, 10.14=0/4353, 10.15=0/4353, 9.15=0/4353, 9.16=-37/3070, 8-16=-37/3070, 8.17=-37/3070, 7-17=-37/3070 WEBS 1-11=0/3077, 2.11=-369/0, 3-11=-1782/50, 3-10=-108/404, 4.9=-365/0, 5-9=O/1631, 5-8=-150/476, 5.7=-3384/42 NOTES- (11) 1) 2-ply truss to be connected together with 10d (0.131 "x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) lace 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=4.2psi; BCDL=6.Opsl, h=151t; Cat. II; Exp B; Encl., GCpi=O 18; MW FRS (envelope) gable end zone and C-C Exlerior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; 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 lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 7. 9)'Semi-rigid pilchbreaks 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) 138 lb down and 54 lb up at 1-0-0, 205 lb down and 80 lb up at 3.0-0, 273 Ib down and 107 lb up at 5-0.0, 350 lb down and 137 lb up at 7-0-0. 350 lb down and 137 lb up at 9-0.0, and 350 lb down and 137 lb up at 11.0.0, and 1600 lb down and 626 lb up at 12.8.0 on bottom chord. The design/selection of such connection device(s) 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Continued on Daae 2 WARNING- Verily design poramsfere and READ NOTES ON THIS AND INCLUDED M/IEK REFERANCE PAGE M67473 rev. 10W1015 BEFORE USE. Design valid for use only vAIh Mllek® connectors. Wits design is based only upon parameters shown. and Is for an IndMclu l b tAdhg component. not a truss system. Before use, the building designer must vedfy the ap Alcab illy of design parameters aril properly Incorporate this design Into the overall txAdrlg design. Bracing Indicated Is to Ixevenl budding of Individual truss web and/of chord rnembors only Additional lempaay and pennanent brachg WOWIsalwaysrequiredforslctAtyaxltopreventcollapsowithpossiblepersonalWuayandpropertydamage. For general guidance reWdIr g the labllcallon. sloage, delivery. oiecBon and bracing of misses and Inrs systems, seoANSIMI I Quality Cdterto, DSB-89 and SCSI SuBding Component 6904 Parke East Blvd. Safety Information available from buss Plate Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job I ruse Truss Type Ply T10699669 780069 FG3 FLAT GIRDER t 2 1 Job Reference(optional) Builders Fir615ource. Tango. Plant City. Florida 33566 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-6=-150, 7-12=-20 Concentrated Loads (lb) Vert: 7=-160010=-273 13=-138 14=-205 15=-350 16= 350 17=-350 7.041) 6 APO lU "LU76 MIIeK 111011101993. InC. woo nlal [L uv:DD:17 LUl r rage z I D:YPdNv2JXSeH2B W kHvoslYgz4GmX-OuiOLDCVhLsk471iirdOBX3lakF9g8SPRZdoHgzYQyS 0 WARNING - Vedly dodgn paramefors and READ NOTES ON THIS AND INCLUDED MMUK REFERANCE PAGE M4703 rev. 1410111302015 BEFORE USE Design valld for use only vAth Mllek® connectors. lhls design Is based only upon parannelols shown. and Is lot an hdlvk kKA bulding component. not a Truss system. Before uso. Iho ly Ack g deslgrxn must verity tho appllcabllty of design palametois and popery Incorporate II>6 design Into the overall building design. Bracing indicated Is to lxovenl buckWng of I ndroklual truss web and/or chord members only. Additional lempoiary and permanent blocs ng M iTek' Is always remilred too stablilty and to proven) collapse wllh possible petsonal Initay aril property damage. For general guidance iogaidbvj the latxlcatbn, staage, delivery, erection and boating of trusses and tnrss systems, seeANSIMI Quality Criteria, DSB-89 and SCSI Bulding Component 6904 Polke East Blvd. Safely Information available from Iran Rate Institute, 218 N. Lee Sheol, Suite 312. Alexandra, VA 22314. Tempo, FL =10 Job Truss Truss Type y T10699870 T80089 FG4 FLOOR t 2 Job Reference(optional) tfurlaars FIrslRource. tamps. From Goy. FlaOae 33566 r 6+v s APr Inn cure mrreR mvvsmaa. rrK. wou mar cc vu 55..6 cvi r age r ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-V4GoYZD7Sf bhHKvGZ9dIk kH89LPa2ZIDMLpGzYOyR 2.8 14 5.4.1 I 7.11.3 i 10.6.6 + 13.3.4 r 2.8.14 2.7.2 2.7.2 2.7.2 2.8.14 2x4 II 1 0112 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Sx8 = 2x4 II 502 = Scale - 1:22.8 20 11 4x6 II 6x12 MT20HS= 3x6 II 7x10 = 3x8 It Sx8 = 2-B•14 i 5.4-1 2.7.2 7-11-3 2.7.2 10.6.E 2.7.2 i 1"-42-8-14 2-8.14 Plate Offsets MY)— 19:0-5-0.0.4-81.110:0-4-4,0-1-81,111:0-6-0,0-2-121 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) 0.20 9-10 789 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 V@rt(TL) 0.31 9.10 509 240 MT20HS 187/143 BCLL 0.0 Rep Stresslncr NO WB 0.77 Horz(TL) 0.04 7 n/a n/a BCDL 5.0 Code FBC2014/fPI2007 Matnx) Weight: 155 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 'Except' BOT CHORD 1.11,3-11,3-9,5-9,5-7: 20 SP No.1 REACTIONS. (lb/size) 12=4396/0.7-4, 7=4848/0-4-0 FORCES. (lb) - Max. Comp /Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1.12=-3840/0, 1-2=-7563/O, 2-3=-7563/0, 3.4_ 11546/0, 4-5=-11546/0, 5.6>271/0 BOT CHORD 12- 13=0/283, 11.13-/283, 11-14=0/12131, 10-14=0/12131, 10.15=0/12131, 9.15=0/ 12131, 9-16=0/8025, 8-16=0/8025, 8.17=0/8025, 7-17=0/8025 WEBS 1-11= 0/8132, 3-11=-5102/0, 3-10=0/2212, 3-9=-654/0, 5-9=0/3933, 5.8=0/1847, 5-7=•8661/ 0 Structural wood sheathing directly applied or 2-3-2 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) 2-ply truss to be connected together with 10d (0.131'x3•) 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 0-6.0 oc. Webs connected as follows: 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) All plates are MT20 plates unless otherwise indicated. 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 3-1Od (0.131• X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1256 lb down at 2.1.0, 1348 lb down at 4- 1-0, 1348 lb down at 6-1.0, 1348 lb down at 8-1-0, and 1313 Ib down at 10-1-0, and 1203lb down at 12-1-0 on bottom chord. The design/ selection of such connection device(s) Is the responsibility of others. 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) Vert: 1-6_ 100, 7-12=-10 Concentrated Loads (lb) Veil: 9=-1348( B)13=-1256(B)14=-1348(B)15=-1348(B)16=-1313(B)17=-1203(B) Q WARNING- VoHly dadyn pareMfom and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE 01,10-7473 rev. 1d0=15 BEFORE USE. Design valid for use orgy v4th Mllek® connectors. this design Is Irked only upon parametors shown. aid Is for an incilvldual btAdtng component not o euss system. Before use, the building designed must verify tie at pli ;a1Mity of design parameters and properly incorporate this design Into the overall bAdng design Wocilg Indicated is to buckling of Individual Inns web and/or chord members only. Additional temporary and perrnonenl biacing WOW proven) Is alwaystec" ed for stability aad to prevent collapse wllh possible personal ilpay and properly drunage. For general glirknee regarding the 6904 Parka East Blvd. faIxIcallon, storage, delivery. erecllon and tracing of Inures and Inks systems, secANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component Tompe. FL 33610 Safely Information avatiableiomTrussPlateinslltute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Job Truss Truss Type yPly T10699871 780089 FGS FLOOR 1 2 Job Reference(optional) auee8re f e515ovrce, r anpe. ron1 eny. Frarma 4..savo r "v a npr re cvro mr en matniumv. Im. — mar cc ve —x cvr I.W. r ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-V4GoYZD7S1 bhHKvGZ9dlkpuBg2PagZIDMLpGzYOyR 2.8-6 5.3-0 7.9.10 10-6-0_ 2-8-6 2.6-10 1 2.6.10 2.8-6 2x4 11 1 5x8 = 3x8 = 2x4 11 Scale = 1:18.0 Sx8 = 3x4 11 30 1 2.8-6 5.3.0 7.9.10 10.6-0 r 2-M 1 2.& 10 I 2-8.10 I 2.8.6 Plate Offsets (X,Y)-- 18:0-4-8.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Ven(LL) 0.08 7-e 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) 0.13 7-8 951 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.02 6 n/a rt/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 123lb FT = 201. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No 3 'Except' BOT CHORD 1.9,3.9,3.7,5-7. 20 SP No.2 REACTIONS. (lb(size) 10=3130/0-4-0, 6=3302tO.4.0 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-10=-2417/0, 1-2=-4634/0, 2-3=-4634/0, 3.4_ 5215/0, 4-5=-5215/0, 5-6=-2720/0 BOT CHORD 9-12=0l7058, 8.12=0(7058, 8.13=0l7058, 13-14=0l705e, 7-14=0l7058 WEBS 1-9=0/4948, 3-9=-2717/0, 3-8=0/1852, 3-7=-2066/0, 5.7=0/5589 Structural wood sheathing directly applied or 5-2-9 oc pudins, except end verticals. Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (6) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 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)'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 lastened 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 868 lb down at 1-1.12, 868 lb down at 3-1-12, e68 lb down at 5.1.12, 971 lb down at 6-6-4, and 868 lb down at 7-1-12, and 868 lb down at 9.1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-5=-100, 6.1D=-10 Concentrated Loads (lb) Vert: 8=-868(B)11=-868(B)12=-868(B)13=-971(F)14_ 868(B)15= 868(B) A WARNING - Vtrrtly design penaaofon and READ NOTES ON THIS ANOWCLUOEO MrrEK REFERANCE PAGE MIF7473 rav, tam"15 BEFORE USE. Design vall d for use only vAth Ml lek® connectors. llds design is based only rurm paramelers shown. and Is lot an IndlvkAwl bultdhng component. nor a buss system. Before use. the building designer must verity the "Icaldllly of deslgn patametets and property Incotpaate IMs design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord mombots only. Additional lemporay and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal trnlu+y and property damage. For general guidance regarding the fabrication, storage, delivery, orecllon and lHacing of musses and tnuss systems. saeANSI/rPl I Quality Criteria, D$1149 and BCSI Building Component 6904 Parke East Blvd. safety Information available horn truss Plate 9nstituto. 218 N. toe Sheet- Suite 312, Alexandtia, VA 22314. Tampa. FL 33610 Job russ Truss Type T10699872 TB0089 FT1 Floor Supported Gable 1 1 Job Reference(optional) ousoene nrstaoures. rarrpa, row may, rgnoa a.>,00 ote w anVe<vo m„ew ,,,vusr v=.R . u, . ye ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-zGpAIvDIDz7SJRv5gGgsGyB5nY6JBDviut6vLjzYoy0 Scale = 1.36.0 3x6 FP= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 to 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 FP= 30 = 21. 3.4 Plate Offsets ().Y)-- 118:0-1-8.Edgel LOADING ( psf) SPACING- 2.0.0 CSI. DEFL. in (hoc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Gdp DOL 1.00 TC 0.08 Verl(LL) n/a rt/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 VBrt(rL) rUa We 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(TL) 0.00 19 n/a rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 102 lb FT = 20516F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 21-3.4. Ib) - Max Grav All reactions 250 lb or less at joint(s) 19, 36, 35, 34, 33, 32, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20 FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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 fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) " Seml-ngid 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." Q WARNWG - Verrry doetgn pammetme and READ NOTES ON THIS ANO MCLuDED MIrEK REFERANCE PAGE MO.7473 rev. rd0Y20IS BEFORE USE Design vdkl lot use only wllh Mllek& connectors. lnls design is tamed only Won paamotets shown. and Is for an individual buildfrV component. not a truss systern. Before use. the btlldng dosigner must verily the arxHkalNlty of design paaneters and pwporly Incorporato this design Into the overall building design ®acing Indicated b to ptoveni buckling of Individual IrLm web and/or chord members only. Additional temporary and permanent bating MiTe k' Is always fw4uhed lot slablilty and to prevenl collgne wtlh poulble penwnd Injury arxl property danage. For genwal gtddalce tegatcArtg the ktbrlcallm storage. delivery. erection ar dd brc3cblg of Inrsses and Ituss systems seeANO/Wil Quality Criteria. DSB-89 and BCSI Sullding Component 6904 Parke East Blvd Safely IMorrrlotlon available noun muss Rate trulllute. 218 N. Lee Street, Srlte 312. Alexancift VA 22314 Ternpa. FL 33610 Job Truss puss ype T10699873 TBW89 FT2 Floor t 1 Job Reference(optional) o wvn rv.wu ce. a rye. r,am wy, r onoa a,aavv H 114-0 I t.Sx3 II 1 Sx3 = t.Sx3 = 1 2 29 28 3x4 = 1.5x3 II 3x4 = 3 4 5 6 v B Ppr la [vie mr1 m mausums. Inc. woo wi ee ve **-O:S evl f ro9e 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX.nOBSOyl Woptc 1 MMFAXnGVDOyIzylYoCaGpZDZNzYOyK 30 = 34 FP= 7 8 9 10 Scale . 1:40.9 30 II 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 is 14 3x4 = 302 MT20HS FP = 3x4 = 3x6 11 3x6 It 3x6 11 30 = 3x6 = 3x6 II 23.3.4 i Plate Offsets (X,Y)-- 19:0-1-8,Edgel,110:D-1-8.Edge],114:Edt7e,0-1-81, 118:0-3-0,0-0-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,82 Vert(LL) 0.38 20-21 718 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert( I-) 0.60 20-21 459 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(fL) 0.09 14 n/a We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 141 lb FT = 20%F, 11 0%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 20 SP No.l (flat) 'Except' end verticals. 14-24: 2x4 SP M 31(flat) BOT CHORD Rigid calling directly applied or 10.0.0 oc bracing. WEBS 20 SP No 3(Ilal) REACTIONS. (Ib/size) 27=1263/0-8-13, 14=1263/Mechanical FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1947/0, 3-4=-3359/0, 4-5=-4277/0, 5-6=-4277/0, 6-7_ 4775/0, 7.8— 4775/0, 8-9=4724/0, 9.10=-4343M. 10.11=-3447/0, 11-12=-1981/0 BOT CHORD 26.27=0/1096, 25-26=0/2775, 24-25=0/3908, 23.24=0/3908, 22.23=0/4629, 21-22=0/4628, 20-21=0/4878, 19-20=0/4343, 18-19=0/4343, 17-18=0/4343, 16-17=0/2814, 15-16--0/2816, 14-15=0/1141 WEBS 2.27=-1633/0, 2-26=0/1301, 3-26=4266/0, 3-25=0/893, 4-25=.839/0, 4.23=0/550, 6-23=-525/0,6-21=0/263, B-20=-345/140,9-20=-23/1032,9-19=-1020/0, 12-14=-1660/0, 12-15=0/1285, 11-15= 1276/0, 11-17=0/942, 10.17=-1349/0, 10.18=01796 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated 3) All plates are 4x6 MT20 unless otherwise indicated. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pilchbreaks 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 3-1 Od (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' Q WARNWO - Verily dedpfn parometere and READ NOTES ON THIS ANOWCLUOEO MrrEK REFERANCE PAGE MP-7473 m. 160M16 BEFORE USE. Design valid la use only elm WOO connectors. INs design Is based only upon lxaomelen shown- and Is for an Individual bWding component. not a buss systern. Before use, the building designer must verify the ar4AIcablify of design pxaamelors and propony Incorporate lift design Info the overall txAc ft design. Bracing Indicated Is to pevent Ixuckling of Individual buss web and/or chord mombets only. Additional temporary and permanent txacbfg M iTek' Is always neyulrod for stalAlty and to prevent collapxe wtlh postAe personal tr1Aay and popery darnage. For general guidance regarding the falxlcatlom storage, delivery, erection and bracing of busses and MISS systoms see.ANSIMIl Quality Criteria, DS849 and SCSI Building Component 6904 Porke East Blvd. Safety Information ovalk"o tram burs Rate Institute. 218 N. Lee Skeet, Sullo 312. Alexambla, VA 22314. Tempo. FL 33610 Job 4 cuss Truss Type T10699874 T80089 FT3 Rater 3 1 Job Reference(optional) at -a H 11-4.0 1.5x3 II 1.5x3 = 1.5x3 = 1 2 3 30 29 30 = 1.Sx3 11 30 = 4 5 6 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-gBOysJL Is 1 N 1 Wzg0PNrCg3Zb7aIdUb1 ABRXQi8zYOyG 3x4 = 1.Sx3 II 3x4 = 3x6 FP= 7 8 9 10 11 Scale - 1:43.8 30 II 12 13 14 etr d 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x12 MT20HS FP = 30 = 34 = 3x6 11 3x6 11 3x6 11 Sx6 11 30 = 15x3 SP= 36 = 24-11.4 0--:; Plate Offsets (),Y)-- 111:0-1-8,Edael,115:Edpe,0-1-81,119:0-3-0,0-0-01, 128:Edge,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0,50 20-21 588 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert( L) 0.79 20-21 375 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.11 15 n/a rVa BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 152 lb FT = 20116F, 11% E LUMBER- BRACING - TOP CHORD 20 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.l (flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 15-24: 20 SP M 31(flat) 2-2.0 oc bracing- 23.25 WEBS 20 SP No.3(flat) REACTIONS. (Ib/size) 15=1354/Mechaniral, 28=1354/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2110/013-4=-3673/0, 4-5=-4783/0, 5-6=-4783/0, 6-7=-5274/0, 7-8=-5509/0, 8. 9=-4817/0, 9.10=-4817/0, f0.11=-4817/0, 11-12=-3820/0, 12.13=-2223/0 BOT CHORD 27-28=0/1180, 26.27=0/3014, 25.26=0/4316, 24-25=0/5136, 23-24=0/5136, 22.23=0/5510. 21- 22=0/5510, 20.21=0/5304, 19-20=0/4817, 18.19=0/4817, 17-18=0/3137, 16. 17=0/1248, 15.16=0/1248 WEBS 13.15=-1815M, 13.17=0/1457, 12-17=-1365/0, 12.18=0/1020, 11.18— 1509/0, 11- 19--0/869, 2-28=-1757/0, 2-27=0/1423, 3-27=-1381/0, 3-26=0/1008, 4-26=-982/0, 4. 25=0/696, 6.25=-526/0, 7-23=-361/0, 8-21=-88/448, 8.20=-861/16 NOTES- ( 9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 4x6 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 24 = 111b 5) Refer to girder(s) for truss to truss connections. 6) ' Semi -rigid pllchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 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. 8) CAUTION, Do not erect truss backwards. 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.' 0 WARNING - VerHy dedyn parameter and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MIF7473 rev. idD302015 BEFORE USE. Design vdid for use only YAM Mllek®conneclois. Ms design Is based only upon roameteR shown. oat" Is for an Individual bxAding component, not o Suss system. Befao use, fro building designer must verily the appllcoblIlly of design parameters and por: eily hcotpaale this doslgn Into the ovetdl building design. Ifrocing Indicated Is to pevenl bucldIng of IndNklud tons web arks/ot chord members only. Addllor" temporal and permanent bxocing WOW Is always regtirWJ for uktAlly aril to peveni coblc;ne w9h possUe poison" Injury aril pored ckunage. Fa gerxnd guickme tegarc9ng the ksIxlcallm storage. dellvety, erection and bxcreing of trusses and Inrss systems soeANSI/1PI I Quality Criterb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satiety Irdormallon avallable from Truss Rate frullMe. 218 N. Lee Sbeel. Suite 317- Abexancift VA 22314 Tempo. FL 33610 Job Truss ruse I ype oly ply T70699675 TB0069 FT4 Floc t 1 Job Reference(optional) oumem rusrawrcu. ra'rya. r®m any, r,onou aaaoo 0.1.8 H 1114-0 1.Sx3 If 1.5x3 = 1.Sx3 = 1 2 29 28 30 = 1.Sx3 II 30 = 3 4 5 6 v ,..., cc v...,.,.,,v c.... ...y. . ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-80_K31MIdLVu87ECz4MRCG5I'.fGD2eKO5G_EazYOyF 2f '- 30 = 3x6 FP= 7 8 9 10 11 Scale. 1:42.7 3x4 II 12 13 27 26 25 24 23 22 21 20 19 1e 17 16 1b 14 3x6 = 5x6 II 3x6 FP= 34 II 3x6 II 3x6 II 5x6 II 30 = 24312 7A_ I Plate Offsets MY)-- 19:0-1 -8. Edge], 110:0-1-8,Edgel. [14:Edge,0-1-81, 118:0-3-O,Edge), 27:Edge,0.1.81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.41 20 >705 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Ven(TL) -0.64 20 >451 240 BCLL 0.0 Rep Stress Incr YES WO 0.67 Horz(rL) 0.08 14 We n1a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 154 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No. 1(flat) 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-13: 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 20 SP M 31(flat) 'Except' 2-2.0 oc bracing: 23-25. 22.27.20 SP No. 1(Ilat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 14=1320/Mechanical, 27=1320/0-8-13 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2053/0, 3-4=-3540/0, 4-5=-4722/0, 5-6=-4722/0, 6.7=-5263/0, 7-8=-5237/0, 8-9=-5237/0, 9-10=-4716 0, 10.11=-3695/0, 11-12=-2159/0 BOT CHORD 26-27=0/1150, 25.26=0/2918, 24.25=0/4208, 23-24=0/4207, 22.23=0/5099, 21-22=0/5099, 20.21=0/5395, 19-20=0/4716, 18-19=0/4716, 17.18=0/4716, 16-17=0/3038, 15-16=0/1216, 14-15-0/1216 WEBS 12.14=-1769/0, 12.16=0/1408, 11-16=-1313/0, 11-17=0/982, 10-17=-1571/0, 10.18=0/908, 2-27=-1714/0, 2-26=0/1380, 3.26=-1323/0, 3.25=0/950, 4-25=-1021/0, 4-23=0l748, 6-23=-550/0, 6.21=0/268, 7-20=-334/138, 9-20=-59/975, 9-19= 863/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 4x6 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 3.10d (0.131' X X) 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.' 0 WARNING - VMIy design parameter, and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE M67173 rev. 160302015 BEFORE USE. Design valid for use only wpm MneM connectors. this design Is based only upon parameters shown, and is got an Individual building component. not o huss system. Before use. Iho binding designer must verify the g4>11cal)Bly, of design pararnelors taxi property Incogorole this design Into the ovorall building design Doci ng Indicated Is to buckling of IndK*AO truss web and/or chord members only. Addtlonol lernwary and permanent bating MiTek' prevent Is always rec"ed lot slablllly aril to prevent collapse with possible pwsontl trlpny and property aksnage. For general guidance regarding the labFicalbn, storage, dellveM erection and bating of trusses and truss systems, soeANSI/IPI I Quality Cdieria, DSO-69 and BCSI /ullding Component 6904 Parke East Blvd Safety Information ovallabe from truss Plate InsliMe. 218 N. too Street. Suite 312, Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type y ly T10699876 T130089 FTS Floor l t Job Reference (optional) o—uves.„s,.w mv, vu.rya. r.,rv, „y. .ro,wa 4-66 . o v6'We ,. —.,_,,.,, ,F-44,,.>., c...Ou, v«,,..»...,.., ...y. , I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-eaYIH4NHOIdllHpPXotglUewgNO—yWCTI[OXnozYOyE 0.1.8 H 11--4-0 / 5.4 Scale = 1:38.3 1.5x3 II 1.Sx3 = 1.5x3 = 4x6 = 3x8 = 1.Sx3 II 1.Sx3 II 3x6 FP= 4x6 = 4x6 = 1 2 3 4 5 6 7 8 9 10 11 12 13 26 25 4x6 = 3xl2 MT20HS FP = 3x6 = 1.6x3 II 4x6 = 44 = 3x6 = 3x8 = 22312 M_1- Plate Offsets (XY)-- 19:0-1 -8, Edge], 118:0-1-8.Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(ILL) 0.40 18-19 665 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 V@rt(TL) 0.63 18-19 421 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.09 14 n/a rt/a BCDL 5.0 Code FBC2014/fP12007 Matrix) Weight: 124 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.1(flat) 'Except' TOP CHORD Structural wood sheathing directly applied, except end verlicals. 10-13: 20 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2x4 SP No.t(Ilat) *Except* 14.21: 20 SP M 31(flat) WEBS 20 SP No.3(flat) REACTIONS. (Ib/size) 14=1210/Mechanical, 24=1210/0.8-13 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1854/0, 3.4=-3172/0, 4.5=-4012/0, 5.6=-4012/0, 6.7=-4312/0, 7-8_ 3902/0, 8-9=-3902/0, 9-10=-3198/0, 10-11=-3198/0, 11-12=-1891/0 BOT CHORD 23-24--0/1049, 22-23=0/2635, 21-22=0/3682, 20-21=0/3682, 19-20=0/4262, 18.19=0/4274, 17.18=0/3902,16.17=0/3902,15-16=0/2641,14.15=0/1100 WEBS 12-14=-1600/0, 12-15=0/1209, 11-15=-1146/0, 11-16=0/852, 9-16=-1110/0, 9-17=0/442, 2-24=-1562/0, 2-23=0/1232, 3-23=-1194/0, 3-22=0/821, 4.22=-779/0, 4.20=0/491, 6.20= 373/0, 7.18=-738/93 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 30 MT20 unless otherwise Indicated. 4) Refer to girder(s) for truss to truss connections. 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. Stiongbacks 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 lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify des/yn paromot*rs and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE N9.7473 rev. 101131015 BEFORE USE Design valkl for use only vAth MllekO connectors. M design 6 based only upon posameters shown, and Is for an IndlvkAtCd building component, not a truss syslem. Befote use. the building designer mull verily the apolcab lily of doygn p®ameters and properly klcorpouate W& design Into the overdl building design. [soars Indicated Is to prevent budding of Individual inns web and/or chord members only. Addltic nd lemporary and porrnanenl lxacing M iTek' Is always regaled for stdAlty and to prevertl collapse wllh possible persorxd ttht y arts properly damage. For general gtearstce regcsding the kAxicatbn. storago, delivery, erection and braektg of trusses arld truss systems soeANSI/FPI I Cuaily Crllerlo, DSB-89 and SCSI Building Component 6904 Pork* East Blvd Sorey Information avdlable from Buss Plalo Wlkge. 218 N. Leo Street. Sulle 312. Alexandria. VA 22314. Torpo. FL 33610 Job rUSS Truss Type 71Y T10699877 780089 FT8 Flow Supported Gable 1 Job Reference(optional) ouuves rn•.ovu.cs..anga. r.em wy. r.unw a.aaoo M. 14 13 2 3 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-caYjH?NHOtdllHpPXotglUe81ND7y11T110Xr10zYOyE 4 5 6 Scale: I'_ V 12 11 10 9 8 7 6.3-4 6-3.4 LOADING (pst) 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) rVa n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) We rVa 999 BCLL 0.0 Rep Stress Incr YES W B 003 Horz(TL) 0.00 7 We rVa BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 33lb FT = 20%F, 11°bE LUMBER- BRACING - TOP CHORD 20 SP No.2(llat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD OTHERS 2x4 SP No.3(flal) REACTIONS. All bearings 6-34. lb) - Max Grav All reactions 250 lb or less at joinl(s) 12, 7, 11, 10, 9, 8 FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. 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) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face 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.' IA WARNING - VerfrT doOgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE NIF7473 rev. tMMIS BEFORE USE. Design vdkd Ica use only Ndth Milan® connectors. lnls doslgn b based only urwn parameters shovel, and h lw anindividual IxRding component, not a truss system. Belwe use. Iho building designer must verily the aWlco[ Glty of design patarneters and properly hcorpaalo the design Into the overall tAAdtng design. ®acing Indkafed Is to prevent budding of IndNkltal truss web and/or chord members only. Addtlonal temporary and permanent bating WOW Is always required for sk"lly and to provent coil r Ae with possmle persorxll Injury and roperly damage. For general guttrkrnce regarding the labrf ollon. storage. dellvery, erection and bracing of tosses and muss systems, secANSI/TPI I Quality Cdterlo, DS649 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte Dom Truss Rate Institute. 218 N. Lee Skeet. Suite 317 Alexandria. VA 22314. Tango. i. 33610 Job Truss russ P ype ry T1oa9ea7e TBo089 FT7 IlFloor 5 1 Job Reference (optional) 4x6 11 1 2 0. 4-0 14- 0 il— I 3x6 II 34 5 r,. I.W. ID: YPdNv2JXSeH2BWkHvoslYgz4GmX-caY1H9NHO1dllHpPXotglUe?MN1m;V3 f10Xr.OzYOyE 1. 5x3 II 6 7 8 9 Scale. 1:27.6 10 11 9 919 18 17 16 15 14 13 12 1. 5x3 it 5x8 = 1.5x3 II 34 = 1 S-ft- Plate Offsets (KY)-- 12:0.3-0.Edge], 16:0.1-8.Edgel, 115:0-1-8.Edge] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Ven(LL) -0 17 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(I-) -0.26 14-15 >741 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz( L) 0.02 12 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Malrix) Weight: 91 lb FT = 20%F, 11°oE LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except SOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1=875/0.3.0, 12=878/Mechanical FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-972/0, 3.4=-925/0, 4.5=-972/0, 5.6=-1832/0, 6.7=-2217/0, 7.8=-2217/0, 8.9=-2030/0, 9.10_ 1289/0 BOT CHORD 17-18=0/1483, 16-17=0/2217, 15.16=0/2217, 14-15=0/2237, 13-14=0/1780, 12-13=0/777 WEBS 3-18=-393/0, 2.18=0/1385, 5.18=-761/0, 5-17=0/533, 6-17=-649/0, 10-12=-1131/0, 10-13=0l782, 9.13=-750/0, 9. 14=0/383, 8.14=-317/0, 8.15=-231/287 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) lot 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 3-10d (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." O WARNING- V0111y doefyn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M&7473 rev. 1=302015 BEFORE USE. DegW vdi d la the only vAlh Mllek9 connectors R& design Is based only upon parameters shown, and Is for an Individual "cling component. not a truce system. Belae use. Iho building designer mull verity the applicability of design pararnoters and poperty Incorporate this design Into the overall building design. Bracing Indicated Is to prevonl bucWing of Individual Buss web and/or crwtd members only Additional temporary and permanent btocing MiTek' Is always reyulted fat stability and to prevent collapse wllh possible potsonal Injury and property darnage. For general guklax:e regarding the fabrication. storage, delivery, erection anti btacing of Inures and Inrsssystems, sooANSlfWl I Quality Criteria, DS11-89 and 6CSI Su" Component 6904 Parke East Blvd. Safely Information ovdldAe from huss Plate institute, 218 N. Lee Shoef. Su lto 312. Alexandria VA 22314. Tempo. FL 33610 Job T russ russ ype ty T/0699879 T80099 FTS Floor 2 1 Job Reference (optional) Budder* FbslSource. Tempo. Plam Coy. Fonda 33566 0.4-0 I —I 11--4-0 4x6 II 3x6 II 1.Sx3 II 5x8 = 7.640 to Apr 19 2016 Mrrek Industries. Inc. Wed Mar 22 09 56 00 2017 Page 1 ID:YPdNv2JXSeH2B W kHvoslYgz4GmX-4m65ULNv9ylcNROb4VPvlhBB?nKCtty5ctPl5JTzYOyD 1-7 08 s care:3/8'=r 1.SX3 II 1.Sx3 = 1.Sx3 11 3x8 = 34 = 1.Sx3 = 2 34 5 6 7 8 9 10 11 12 23 22 1.Sx3 II 3x8 = 3x6 = TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 16.4.0 4 16.1.9 1 1&3•S 159.E O • 2 /•tt•6 0-012 94 Plate Offsets (),Y)-- 12:0.3.O,Edael,16:0-1.8,Edge1. 117.0.1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Ven(LL) -0.21 16-17 >910 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(TL) -0.31 16-17 >628 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(fL) 0.03 14 We rVa BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 104 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.1(flat) WEBS 20 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 1=882/0.3-0, 14=1106/0-4.0 Max Grav1=890(LC 3), 14=1106(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3— 993/0, 3-4=-946/0, 4.5_ 993/0, 5.6=-1878/0, 6.7_ 2292/0, 7-8=-2292/0, 8-9=-2076/0, 9-10=-1293/0 BOT CHORD 19-20=0/1 512,18-19=0/2292, 17-18=0/2292, 16-17=0/2297, 15-16=0/1805, 14-15=0/766 WEBS 3.20=-404/0, 2.20=0/1414, 11.14=-251/0, 5.20=-773/0, 5.19=0/560, 6.19=-701/0, 10.14=-1143/0, 10-15=0/819, 9.15=-795/0, 9-16=0/422, 8-16=-351/0, 8-17=-216/345 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 2.2.0 oc bracing: 17.18 6-0-0 oc bracing: 13-14. 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.' 0 WARNWO - Verify de4fpn parameters 4nd READ NOTES ON THIS AND WCLUDED MITEK REFERANCE PAGE AM 7473 rev. 169MIS BEFORE USE. DesN n valid lot use only with MneM connectors. this design Is based only upon parameters shown. and Is lop an Individual building component, not a truss system. Before use, the WIding designer must verity the applk;,Nlly of design Ixnarnetops and properly Incogwpalo this design Into the over,, building design. Macbng In ilcaled Is to prevent buckling of Individual buss web and/or chord members only. Atk9llonol temporary and permanent bracing MiTe k' Is always ioatub xd for skbSlly and to prevent collapse wllh posse pr.'rsonal Injury and property damage. Fa general guklance tegatding the kAxlctrllon. slorage. delivery. erection and bracing of hisses and tress systems seeANSI/1Pt I Quality Criterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sauey Information avaSaMo from truss Plate Institute. 218 N Lee Street, Sudle 312, AlexanxbkL VA 22314 Torrpa, FL 33610 Job Truss Truss Type Qy y T10699880 T80089 FT9 Flow 8 1 Job Reference floral ausoers rseswroe. rarrga. rram %.ay. 1-101108 JJ. oo 0-4-0 1-4-0 H 5x6 II 3x6 II 1 2 3 4 11 r 04V 5 PPr IV ZVlo Mrlex maV51rre11. rn0. flora Mar ZZ W:ao:Vl ZVI r rags l I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-YzgTihOYwGIT?bzneDw8gvjlxBklOLym63VervzYOyC Scale = 1:38.6 30 = 1.5x3 II 4x6 = 4x6 = 3x4 11 30 = 30 = 3x6 FP= 44 = 4x6 = 3x4 II 5 6 7 8 9 10 11 12 13 14 15 3x6 II 6x8 = 4x6 II 3x6 II 3x6 FP = 3x6 II 30 = 30 = 4x6 = 4x6 = 3x6 = 6x8 = 0.4.0 22.0.0 A 71 A.n r Plate Offsets ()(Y)-- 12:0.3.0,Edgel, 16:0.1-8,Edgel,123:0.3.O,EdAel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.36 21.23 >731 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 VeA(TL) -0.56 21-23 >466 240 BCLL 0.0 Rep Stresslncr YES WB 0.95 Horz(TL) 0.01 16 n/a rl/a BCDL 5.0 Code FBC2014fTP12007 Matrix) Weight: 141 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) 'Except' TOP CHORD 1.11: 20 SP No.l (llat) BOT CHORD 2x4 SP M 31(flat) BOT CHORD WEBS 20 SP No.3(flal) REACTIONS. (Ib/size) 1=1200/0.3.0, 16=1203/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1437/0, 3.4=-1364/0, 4-5=-1437/0, 5.6=-2871/0, 6.7=-3883/0, 7-8— 3883/0, 8.9=-4402/0, 9.10_ 3958/0, 10.11=-3222/0, 11-12=-3222/0, 12-13=-3222/0, 13-14=-1874/0 BOT CHORD 25-26=0/2223, 24-25=0/3883, 23-24=0/3883, 22-23=0/4289, 21.22=0/4289, 20.21=0/4297, 19.20=0/4296, 18.19=0/3700, 17-18=0/2639, 16.17=0/1087 WEBS 3.26=-510/0, 2.26=0/2004, 5.26_ 1144/0, 5-25=0/968, 6-25=-1525/0, 6-24=0/842, 14-16=-1582/0, 14.17=0/1203, 13-17=-1169/0, 13-18=0/869, 10.18— 713/0, 10-19=0/393, 9-19=-517/0,8-21=-131/301, 8-23=-722l75 Structural wood sheathing directly applied or 2-2-0 oc puffins, 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 3-1Od (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.' 0 WARNING - Veriy design pwamsfors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rov, 1111,912015 BEFORE USE. DeslWn vdkl for use only with MlleW connoclors. INs design Is based only upon paameters shown. and Is for an Irx9vldual bolding component, not a truss systwn. Before use, the building designer must verily the appllcabllly of design rxaanleters and poperiy Incorporate this design Into the ovorall txAddng design. Biaci ng Ixllcaled Is to prevent buclding of IndWual truss web and/or Chad members only. Addillonal temporary and permanent bracing M iTek' Is always required for slablllly and to prevent eo0apse with possible porsorld Injury and properly dornage. Fa general guidance regadllng the talxlcallon, storage. delivery, erection and lxaclng of Irrsses and truss systems soeANSI/TPI I Quality Criteria, DSB-89 and BCSI Bul ling Component 6904 Parke East Blvd. Solely Information ovallablo from Iras Plato Institute. 210 N. Leo Street, Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply 710699881 780089 FT10 Flow SuMoned Gable 1 1 Job Reference(optional) oulmerr IesjD mv. 1anipa. lain t,ny, rgnaa 4,"ao vtmv r Ppr lY evlo Mnes rnousums. Inc. woo Mer ze Ve *D:+e ev] r rage 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-RTNZzEEO_GFJxbUHN_B5o9hGSySStg8r7XrSu9zY0yP o-P Scale = 137.2 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1s 16 17 18 19 39 36 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 FP= 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Verl(fl-) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 HOrz(fL) 0.00 20 n/a rt/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 105 lb FT = 20%F, 1116E LUMBER- BRACING - TOP CHORD 20 SP No.2(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 20 SP No.3(llat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(11at) REACTIONS. All bearings 22.0.0. lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 38, 37, 36, 35, 34, 33, 32, 31, 29. 28, 27, 26, 25, 24, 23, 22, 21 FORCES. (lb) - Max. Comp./Max 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 fully sheathed from one face or securely braced against lateral movement (I.e. diagonal web). 4) Gable studs spaced at 1.4.0 oc. 5)'Seml-rigid pitchbreaks with lixed 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.' Q WARNING - Verify design porameforr and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 1167473 rev. IM.W015 BEFORE USE. Design valkl for use only with Mllek® connectors. This design Is Rased only upon parametersshown. and Is la an inclMdtal brddblg component. not a truss system. Before use. Ito budldInp desigim must vodfy the appllcabBty, of design parameters and properly Incorporate 01h deslyn Into the overall ntedng design. spacing Indicated Is to proven Ixrcklbg of Indfvklucil buss web and/or ctxxd members only. Addllonal lern"ary and Permanent hating WOW Isalwaysrequiredforsic"Ity aril to prevent colk>nse with possible personal Injury and proMily ckanage. For general guidance regdudblg the IabrkatkxL storage, delivery, erection and bracing of busses and muss systems. seeANSI/iP1I Quality Criteria, DS111-419 and BCSI Building Component 6004 Pork* East Blvd. Safety Information avall("e born truss Plate Institute, 218 N. Lee Street, Sudle 312, Alexandria. VA 22314. Tonga, FL 33610 Job Truss Truss Type ty y T10699882 T80089 FTt 1 Floor Supposed Gable 1 1 Job Reference (optional) ou•Yels "INWulue. I",.Pa. nanl may, rglga avoo. - oj4e j 1 2 I2 23 22 30 = 3 MVSP1p1 LL LVla MIAlIIIG Weer Mal CL 1V VI 11 LVl/3& ra n' ID:YPdNv2JXSeH28WkHvoslYgz4GmX-e8MgiM6F6EgALToIeFIrgYJlea.pE3pMBTOGZ60aCNAlo5Mk 01148 Scale = 1:23.3 4 5 6 7 8 9 10 3x4 = 11 12 25 21 20 19 1B 17 16 15 14 13 30 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) n/a We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(R) rVa n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 We n/a BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 69lb FT = 204bF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(llat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(Ilat) REACTIONS. All bearings 13-8-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 23, 13, 22, 21, 20, 19, 18, 17, 16, 15, 14 FORCES. ( lb) - Max. Comp./Max. Ten. - All lorces 250 (Ib) or less except when shown NOTES- ( 7) 1) All plates are 2x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face 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) " 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 - Varlty deOgn pammofo/a and READ NOTES ON THIS AND INCLUDED M MK REFERANCE PAGE MI.7473 rov. 1=30201S BEFORE USE wrild lot use component. not wt astsystm. Before too, he txAdI g designerust verily theappl cl dtAllyofdoninDalamellersrsandplkopedyIncorwoatdesignIntotheoverallbAding design. Bracing Indicated Is to lxevent buckling of lndlvklurA h Iss web and/ot ctxxd members only. AUUllonal temporary and p eimanenl bating WOW IsalwaysregWwdforstabBllyandtopreventcollapsewithpossiblepersonaltrnA+Y and properly damage. For general grddonce regarding the k" Icatbn. storage, delivery, erection and bracing of trusses and miss systems seeANSI/TPI I QuOly Criteria, DSB-89 and SCSI Su90hng Component 6904 Parka East Blvd Safety Information WdtaMe horn truss Plato Institute, 218 N. Lee Street, Sure 312. A1e%anddo. VA 22314. Tampa. FL 33610 Job fuss cuss ype T10699883 TBo089 FT 12 Floor 7 1 Job Relerenceio tionel BuMere FtraSource. Tarrpa. Plain City. Fbnde 33566 0.1.8 H 1I-- 4-off 16 15x3 II 1.Sx3 = 1-3-0 I.Sx3 II 7 610 a Apr 19 2016 MIT ek Industries, Inc Wed Mar 22 09:55 49 2017 Page 1 ID:YPdNv2JXSeH2B W kHvoslYgz4GmX-vlxw4aF01aNAY12UxhIKLNE1FLaEc37?MBb?ObzYQyO Scale• 1/2'=1, 3x6 = 1.Sx3 II 3x6 = 4ty Plate Offsets (),Y)-- 3:0-1-8,Edge], 112:0-1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.13 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(TL) -0.20 11-12 >819 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 80 lb FT = 200,19F, 11% E LUMBER- BRACING - TOP CHORD 20 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No.2(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid calling directly applied or 2-2.0 oc bracing. REACTIONS. (Ib/size) 15=750/0.3.8, 9=756/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1071/0, 3.4=-1541/0, 4-5=-1541/0, 5-6=-1605/0, 6-7=-1069/0 BOT CHORD 14-15=0/652, 13-14--0/1541, 12-13=0/1541, 11-12=0/1705, 10.11=0/1456, 9.10=0/663 WEBS 2.15=-946/0, 2.14=0/641, 3.14=-700/0, 7.9=-965/0, 7.10=0/621, 6-10— 591/0, 5-12=-355/100 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.' Q WARNING- Verily design paramofera and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M47473 rev. MOMIS BEFORE USE. Design vaiki for use only with MI talc® connectors. lhls design Is based only upon Ixaamoters shown. and Is for an bxflvkW building component, not a truss system. Before use. the b ulkl ng designer must verily the aprAlcab011y of design Ixaanelers and properly Incapaato this design Into the over,. txAdhg design. Biochg Indicated is to Ixevent budding of Individual trim web and/or chord members only. Addtknal temporary and permanent bracing M iTek' Is always uxatbo d la stabnlly arW to prevent collapso wnh possRAO personal InAav and propedy danoge Fa genrnal guld nce rogarding lh0 labitcatbn stoiago, delivery. erection and bracing of busses and trim systems, seeANSI/TPI1 Quality Criteria, DSB-89 and .CSI Building Component 6904 Parka East Blvd Safety Irdorma.on ovtlkrble Dom Irtm Plate Institute. 218 N. tee Sheol. Stdte 312, Alexandria. VA 22314. Tarrpa. FL 33610 Job T fuss Truss Type ty T10699804 T80089 FT13 Floot Supported Gable 1 1 Job Reference (optional) ounvets resraource. rmtpa. rrvtn may, vrvnvu aoaoo r.o+v s np t v cv i v m, sa mvusmeo. vw .rev mm cc vvaa.v cv i I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-vborAeFOtaNAYl2UxhiKLNE RBLokc7O7MBb?ObzYOyO Scale = 1:17.0 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 10-4-0 r 1a4-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 VBrt(LL) n/a We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014lrP12007 (Matrix) Weight: 50 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) SOT CHORD Rigid ceiling directlyapplled or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 10-4.0. lb) - Max Grav All reactions 250 lb or less at joint(s) 18, 10, 17, 16, 15, 14, 13, 12, 11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (7) 1) All plates are 1 5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face 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) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility at the budding designer per ANSI TPI 1 as referenced by the building code' A WARNING - veA1y dowya pemmetem end READ N07Es ON THIS AND INCLUDED MIIEK REFERANCE PAGE M*7473 mv. M11131015 BEFORE USE. Design valkl for use only with Mllek® conneclors. TM design is based only upon marneters shown. and Is lot an Individual building component, not MFatitssystem. Before use. Iho building designer must verify the agtlkabllly of design paanelers and proWly I ncorporalo this design Into the overall building design. 19actng Indicated Is to proven) buckt0ng of individual buss web and/or chord members only. Additional temporary and permanenl lxcr-by MiTek' Is always requbed for slablllly and to prevent collapse with possible personal Injury and property danage. for general guidance regarding the Iabricallm storage, delNery, ereCtbn and bracing of trusses and Inuit systems, sal eneANSt/1P11 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. safely Information available Irom buss Role Institute. 218 N. Lee Street, Su lle 312. Alexandrkt VA 22314. Tor pa. FL 33610 Job I russ Truss Type ty T10699895 TB00e9 FT14 Floor 3 1 Job Reference (optional) amrosrs rnsraourca. Iarrpa. rronl %,oy, rrorroa s.l000 0.1-a H 14-0- 30 = 2 3x4 = 3 2.2-a r."V s Apr Iv ZVIo No r ax inousoMs. Inc. woo mar ZZ vv:to:4v ZVI t raga I I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-vboWaF01aNAY12UxhrKLNEEuLZXc 1 t7MBb?ObzYQyO 30 = 4 ate S e = 1:21.2 1.5x3 II 06 = 1 5x3 = 6 7 15 3x6 = 30 = 30 = 1.5x3 II 3x6 = t 2.3-a 4m Plate Offsets (X,Y)-- 14:0-1-8,Edgel,19:0-1-8,Edgel LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.20 10-11 >711 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.99 Verl(TL) -0.30 10-11 >481 240 BCLL 0.0 Rep Stress Incr YES W B 0.40 Horz(TL) 0.02 8 We n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 69 lb FT = 200%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.l (flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.l (flat) end verticals. WEBS 2x4 SP No.3(flaf) BOT CHORD Rigid telling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13=656J0.3.8, 8=656/0-3-8 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-905/0, 3.4=-1250/0, 4.5=-1128/0, 5.6=-1128/0 BOT CHORD 12-13=0/565, 11-12=0/1231, 10.11=0/1128, 9.10=0/1128, 8.9=0/569 WEBS 6.8=-822/0, 6.9=0/838, 5-9=-438/0, 2-13=-820/0, 2.12=0/520, 3-12=-498/0 NOTES- (4) 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 3-10d (0.131" X 3") nails. 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.' A WARNING - Vadly dedgn paramours and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ma•7473 mv. 1063WIS BEFORE USE Design vdki for use only wllh Mllek® connectors. This design Is bxaed only uron parameters Mown. and Is la an Individual buldrig component. nor a buss system. Beloro uso. the bullding designer must vorlly, the appllcabllly of design parameters and properly Incorporate this design Into Ihv overall building design. Bracing Indicated Is to rxevenl bucl4 V of individual buss web and/or chord members only. Addttlorxi temporary and permanent bracing WOWItaAvaysrequiredfastablittyandtopreventCollapsewllhpoashlepersonalIr*jry and properly dumcW. Fa general guldance regcxc&V nw labrkallon, slorago, delivery, erection and bracing of trusses and Inrasystems, seeANSI/lpll Quality Criteria. DSB-E9 and BCSI Building Component 6904 Parke East Blvd. Salary Information available from Try Plate hu9Nle. 218 N. Lee Street, Sr11e 312. Alexandria, VA 22314. Tampo, FL 33610 Job Fuss Truss Type Oty y T70699886 7B0089 1:715 Floor Girder 1 1 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 al-e H 1 14.0 1.Sx3 II 1.Sx3 = 3x4 = 30 = 7 640 a Apt 19 2016 MTek Industries. Inc. Wed Mar 22 09:55:50 2017 Page 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-NrVJOwGeWuV 1 AvdgVPDZuamRElykLSu8arKZy2zYOyN 2.2.8 30 = 1.Sx3 II 16 4 17 to 5 SSca e = 1:21.2 I.Sx3 II 4x6 = 1.Sx3 = 15 3x6 = 30 = 30 = 1.Sx3 II 4x6 = I -- 12.3-8 Plate Offsets (),Y)-- 14:0.1-8,Edslel, 18:Edge,0.1-81, 19:D-1-8,Eddlel LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In floc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.14 10-11 >999 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.20 10-11 >728 240 BCLL 0.0 Rep Stress Inc( NO WB 0.53 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 69 lb FT = 20%F, 111' E LUMBER- BRACING - TOP CHORD 2x4 SP No.l (flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No. 1(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/slze) 13=837/0.3.8, 8=1649/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1229/0, 3-16=-1900/0, 4-16=-1900/0, 4-17=-2044/0, 17-18=-2044/0, 5-18=-2044/0, 5-6=-2044/0 BOT CHORD 12.13=0l743, 11.12=0/1695, lO-1 l=0/2044, 9.10=0/2044, 8.9=0/1487 WEBS 2-13=-1078/0, 2-12=0/757, 3-12=-724/0, 3.11=0/446, 4-11=-443/0, 6-8=-2158/0, 6-9=0/831, 5-9=-522/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid plichbreaks with fixed heels" Member end fixity model was used In the analysis and design o1 this truss. 3) 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. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 308 lb down at 8.7.12, and 1026 lb down at 10.5.12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the lace o1 the truss are noted as front (F) or back (B). 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.' LOAD CASE(S) Standard 1) Dead Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 8-13=-10, 1-7=-100 Concentrated Loads (lb) Vert:6=-946(B)18=-228(B) 0 wARNMG - verify dosiyn parameter, and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev, 100302015 BEFORE USE Doslgn valkl lot use only wllh MllekS conneclon. this design Is hosed only upon momefers shown. and Is for on Individual bulding componenl, not o truss systern. Below Lae. the building designer must verify tho aWleabllly of design I>orarnotcrs aril propody haMpoiale Ihbs design Into the ovotdl tluDdt ng design. Brocing indicated Is to prevent lxrcaing of WKMu cd it= wet> and/or chord mer bets only. Addllont5 temporary and permanent bracing M ek' Is cAways ie(fudred lot stab6tiy and to prevent collapse Win possbe peisonrd Injury and property darrLage. For gunetd qulddnce reg(adnp the lob>rk alkxL storage, ddNety, etection dnd bracing of inrssos and tnrss system; soeANSI/IPI I Quality Criteria, DS"It and SCSI SuBding Component 6904 Parke East Blvd. Safety Information ovdkmle "am truss Pete Ins11Mo. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 rues rues ype Tt06996e7 TB0069 F716 Floor t t Job Reference(optional) ounuen rns,.wu,ce.—W.. I—, ..,Y —,--V .;7+ o.y"w....-,..o.....,,."'*"....,,...o,,...,.. Wc. ...e,.. ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-NrVJOwGeW uV t AvdgVPDZuamcJl7ELZn8arKZy2zYOyN 1.4-0 94 1.5x3 II 1.Sx3 II 1 3x4 11 2 30 = 3 4 5 30 = 6 30 11 10 3x6 = 9 6 3x4 = 3x4 = 7 3x6 = Cale = 1.13.4 LOADING(psf) 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 0.12 BC 0.12 WB 0.09 Matrix) DEFL. In Vert(LL) -0.00 Vert(TL) -0 01 Horz(TL) 0.00 loc) Wait Ud 7-8 >999 360 9-10 >999 240 7 n/a n1a PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20- F. 114`oE LUMBER- BRACING - TOP CHORD 20 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 20 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. (Ib/size) 10=328/Mechanical, 7=328/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-327/0, 3-4=-327/0. 4.5_ 327/0 BOT CHORD 8-9=0/327 WEBS 2-10=-356/0, 5-7=-356/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to glyder(s) for truss to truss connections. 3) 'Semi -rigid pttchbreaks 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) '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. vartry dedyn panunatom and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. 11110MIS BEFORE USE. Design valld to use only vAlh MlleW connoctas. This design is based only upon poramelem shown, and Is rot an Individual b uIdhlg component, prof wtahusssystem. Below use, the building designer must verify Ilse "Icabalty of design prnametors and proptrrly Incorporate thh design Into the overall funding design. Bracing IndInated Is to budding of Individual Iruss wob and/or chord members only. Additional lernwary and permanent bracing M!Tek' prevent Is always required top sktbtilly andd to prevent collapse vAlh possible personal trlp4y and properly damage. For general guidance regadIng the 6904 Parke East Blvdfabrication. storago, delivery, ereclbn and bracing of Inr ws and ins systems. seeANSI/1P11 Quality Criteria, DSB-89 and SCSI Building Component Tampa. FL 33610SafetyInformationavailableSanhusPlateRutltute. 218 N. Lee Streel, SLAle 31Z Alexandria. VA 22314. Job Truss ruse I ype Ply1 T10699988 T80089 FT17I Floor IC" t I Job Reference floral ounosrs rrrelaourca, rorrpo. rronr Lay. rronoo a.uoo 0.1-e H 1 11-4-0 1.5x3 11 1.Sx3 = 1.5x3 = 4x6 = 1 2 3 r.wv a npr iv zero mnarc mouernee, im woo mar zz vv ao:or zvr r rags r ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-r 13hbGGGGBduo2Cs36koOoJd091 4wwlpV46UUzYOyM I.Sx3 11 1.Sx3 11 e 5 6 7 a 9 Scale = 1:33.0 06 = 10 11 R 4x6 = 1.Sx3 11 US MT20HS FP = 3x6 = axe = 3x6 = 19.3.4 1IL2 Plate Offsets (X,Y)-- 4:0-1-8,Edge1, 117:0-1-8,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.23 16-17 998 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) 0.36 16-17 637 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 12 n/a rVa BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 108 lb FT = 20116F, 11116E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(llat) TOP CHORD BOT CHORD 20 SP No.2(flat) 'Except' 15-21: 20 SP M 31(flat) BOT CHORD WEBS 2x4 SP No.3(flal) REACTIONS. (lb/size) 21=1043/0-7-4, 12=1043/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. TOP CHORD 2-3=-1559/0, 3-4=-2588/0, 4-5=-3070/0, 5-6=-3070/0, 6-7=-3136/0, 7.8=.2642/0, 8.9=-2642/0, 9./0— 1587/0 BOT CHORD 20-21=0/902, 19-20=0/2181, 18-19=0/3070, 17-18=0/3070, 16-17=013210, 15-16=0/2996, 14-15=0/2996, 13-14=0/2207, 12-13=0/937 WEBS 2-21=-1344/ 0, 2.20=0/1003, 3.20=-951/0, 3.19=0/639, 4-19=-809/0, 4-18=-37/292, 10-12=-1364/0, 10-13=0/992, 9.13— 949/0, 9-14=0/647, 7-14=-528/0, 7-16=0/266, 6-16=-253/51, 6-17=-52e/218,5-17=-134/261 Structural wood sheathing directly applied or 5-9-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered lot this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 30 MT20 unless otherwise Indicated 4) Refer to girder( s) for truss to truss connections. 5) `Semi -rigid pilchbreaks 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 3-1Od (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' 0 WARNING- Veft dedon pamnoten and READ NOTES ON THIS AND WCLUDEO NIFEK REFERANCE PAGE NIF7473 rev. 1(lew"IS BEFORE USE Design vdld lot use only with Mllek® connectors. Thh des.gn is hosed only upon Wrarnelersdawn. and Is for m Individual LtiRdblg component, not a buss syslern. Below use. the building designer must verily the ap AcoUlty of design Ixtianeters and propetby, blcor)aale this design Into the over'. Mdlding design. bacing Indicated Is to proven) buckling of lndfAduct fruss web and/or chord members only. Addlflonal temporary artd permanent tracing MiTek• Is'ways imiul ed faslabDlty, and to prevent cotiarne wllh posble petsoral V*xy aril properly damage. Fee gener' grldatce regarding the lal>ticatkxt, storago, delivery, erection and bracing of trusses and Inns sysloms. soeANSI/1PI I Oualtly Criteria, DSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdtablo been truss Plate IrrstlMe. 218 N. Lee Sheol, Suite 312, Alexandrkl VA 22314. Terrpo. FL 33610 Job T Fuss Truss Type T10699899 7B0089 FT18 Floor 3 t Job Reference (optional) 0.1.8 li 1-4A i 1.5x3 II 1.Sx3 = 1.5x3 = 06 = 1 2 23 22 3 1w, V. ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-JEd3pcHu 1 VIIOCn2cgF 1 z9snYZgTpNOR29pg lwzYQyL 11-" 1-0-4 ur. e = 1:33.9 1 Sx3 11 1.Sx3 II 1.Sx3 II 4x6 = 1.Sx3 = 4 5 6 7 8 9 10 11 4x6 = 1.Sx3 11 3x8 MT20HS FP = 3x6 = 4x6 = 3x6 = I 24 Plate Offsets (XY)-- 4:0.1.8,Edge], 117:0.1.8,Edge1 LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in (loc) I/dell L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.78 Vert(LL) 0.25 15-17 940 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.65 Vert(TL) 0.38 15-17 601 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 HOFz(TL) 0.06 12 We rVa BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 109 lb FT = 2D%F, 11%*E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=1059/0-7.4, 12=105310.3-8 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1587/0, 3.4=-2644/0, 4.5=-3152/0, 5.6=-3152/0, 6.7_ 3224/0, 7-8=-2697/0, 8.9=-2697/0, 9.10_ 1616/0 BOT CHORD 20-21=0/917, 19.20=0/2221, 18-19=0/3152, 17-18=0/3/52, 16.17=0/3313, 15.16=0/3313, 14.15=0/3069, 13.14=0/2250, 12-13=0/952 WEBS 2.21=-1367/0, 2-20=0/1023, 3-20_ 970/0, 3-19=0/661, 4-19=-848/0, 4.18=-32/312, 10-12=-1383/0, 10.13=0/1014, 9-13=-970/0, 9-14=0/666, 7.14=-553/0, 7.15=0/268, 6-17=-489/215 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 30 MT20 unless otherwise indicated. 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 Off (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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.' Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NffEK REFERANCE PAGE NII.7473 rov. 100MM16 BEFORE USE. Design valid for use only vAth Hlok®conneclas. Irgs design Is based orgy upon parameters shown, and Is lor an Individual "ding component, nol a nuss systern. Before use. the building designer must verify the arOlcablilty of design paramelers and lAoperly Incorpaale this design Into the overall bulding design. Maci ng Indicaled Is to prevent buclding of Individual truss wet) and/or chord rnembois orgy. Additional temporary and permanent Macing WOW Is always required for slab611y and to prevent collapse with possible personal hitJy aril properly damage. Fa gerand guidance regadlng the fabrication storage, dollvery, erection and bracing of tnisses and tnisl systems, seoANSI/IPI I Quality Criteria, DSB-89 and 8CSI Building Component 6904 Parke East Blvd. Safety Information ovallable from Truss Nate Institute. 218 N. Lee Skeet, Suite 312. Alexandria. VA 22314. Tenga, FL 33610 Job T russ ruse ype tyPly T10699890 T80089 FT19 Floor 2 1 Job Reference(optional) Builders FutolSource. Tempo. Plant Coy, Fkwido 33566 0.1.8 H 11-4-0 1.5x3 11 1 SX3 = 1.5X3 = 4x6 = 25 24 7.640 to Apr 19 2016 MTek Industries, Inc Wed Moo 22 09 55.52 2017 Pogo 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-JEd3pcHu1 VIlOCrecgFl z?sncZevpLgR29pg 1 wzYOyL i 1.8-0 t r-, I--f 1.Sx3 11 3x6 11 4x6 11 5 6 7 8 9 10 11 12 Scale = 1:34.8 4X6 = 1.Sx3 II 3x8 MT20HS FP = 5x6 = 1.5x3 11 19.3.4 1 7 19.3-4 4 Plate Offsets (X,Y)-- 4:0-1-8,Edgel,18:0-1-8.Edge], 112:0-3-O,Edgel,116:0-1-8,Edael, 119:0-1-8,Edge] LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.77 Vert(LL) 0.23 18-19 989 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven(TL) 0.36 18.19 631 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 12 We We BCDL 5.0 Code FBC2014f rP12007 Matrix) Weight: 111 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) 'Except' TOP CHORD 1-12: 20 SP No. 1(flat) BOT CHORD 20 SP No.2(flat) 'Except' BOT CHORD 17.23: 20 SP M 31(flat) WEBS 20 SP No.3(flat) REACTIONS. (Ib/size) 23=1046/0.7.4, 12=1047/0.3.8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1565/0, 3.4=-2600/0, 4.5=-3086/0, 5.6=-3086/0, 6.7=-3158/0, 7.8_ 2699/0, 8-9=-2186/0, 9-10=-925/0, 10-11=-869/0, 11.12=-925/0 BOT CHORD 22-23=0/905, 21-22=0/2189, 20-21=Qt3086. 19-20=0/3086, 18-19=0/3232, 17.18=0/3015, 16.17=0/3015, 15.16=0/2699, 14.15=0/1672 WEBS 12-14=0/1318, 2-23=-1349/0, 2.22=0/1008, 3-22=-955/0, 3-21=0/643, 4-21— 815/0, 4.20=-35/294,9.14=-1113/0, 9-15=0/785, 8-15=-764/0,8.16=0/355, 7.16=-472/0, 7.18=0/267, 6.18_ 252/51, 6-19=-541/213, 5-19_ 132/270 Structural wood sheathing directly applied or 5.7-10 oc punins, except end venlcals. 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) All plates are 30 MT20 unless otherwise Indicated. 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) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.' 0 WARNING- Verify design parameton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01017479 nv. 1093MIS BEFORE USE. t # use only Is based onlyuu{o n Parameters shown, and Is for an Individual buldtrtg component, roototrussDesignsystem. with trllding designer must verify cytpl clintothetbacingand „yAdalloonallIxAcBr1DdesignBiacingIndk:alod is to Prevent buckling of Individual touss web amid/aeertad Members onlyyamelerstempgd and pe manennMiTek' Is always regrlred for sWb6lly and to prevenl collapse with possRle personal it*" and property danago. For general gukknce regarding ttla latxk:otlon storage, delivery, erecllon arxf biocing of rnrsses and miss syslemi sceANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Pork* East Blvd. Safety InlormaXon avallable barn hus Plate tnsilMe. 218 N. lee Street, Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 o ruse ruse Type ty PlyJob1:720T1069989/TB0089Flow 1 t1 Reference (optional) Budders FuslSource.Tarrpa. Plant City. Florida 33566 0.1.8 H 1 4-0 6 15 1.5x3 II 1.Sx3 = 1.Sx3 = 7.640 s Apr 19 2016 MTek Industries. Inc Wed Met 22 09:55:53 2017 Page I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-nOBSOyl Wopici MMFAXnGVDO_Pz_uYtXaGpZDZNzYOyK 1.10.4 Scale . 1:22.5 1.50 II 1.Sx3 11 3x6 = a 13.3.4 13.3.4 RP Plate Oflsets (),Y)-- 14:0.1.8,Ednel,15:0-1-8,Edgel LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Verl(LL) -0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Verl(TL) -0.20 11.12 >797 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 8 n/a rVa BCDL 5.0 Code FBC2014/fP12007 Matrix) Weight: 74 lb FT = 20%F, 11°bE LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.l(llat) WEBS 2x4 SP No.3(llal) BOT CHORD REACTIONS. (lb/slze) 8=713/0-3.8, 14=71310-7.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-978/0, 3-4=-1429/0, 4-5=-1430/0, 5.6=-990/0 BOT CHORD 13.14=0/595, 12.13=0/1342, 11-12=0/1430, 10-11=0/1430, 9-10=0/1430, 8.9=0/612 WEBS 2.14=-886/0, 2-13=0/585, 3.13=-556/0, 6-8— 890/0, 6.9=0/578, 5.9_ 658/0, 5.10=-9/255 Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 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.' Q WARNING - Verily dadgn peramotwo and READ NOTES ON THIS AND INCLUDED MIFEK REFERANCE PAGE MB•T473 rev. 1093,2015 BEFORE USE. Design valki la use only vAth Mllek® connectors. IWs design Is based only t4-'on Ixsamelers shown. and h la an tricIlAdual budding component, not a Miss system. Bolwe use. the boding designee must verily the alppticalAltly of design paianoters and popeily Moipaate tinit design Into the ov., finding design. Bracing Indicoted Is to pievant buckling of trxlfvtdtaf truss web and/a chord mombees only Additional temporary and permanent btocing M!Tek' Is always eocltlred lot slut -Ally and to prevent collttime with possIblo personal In ury and pop wly danage. For genial gticknce iogading the labficallom storage, delivery, eeeefbn and beocirng of trusses aM truss systems seeANSI/IPI I Quality Criteria, DSB-69 and SCSI Building Comporent 6904 Parke East Blvd Safely Information available from truss Plate truilMe. 218 N. Lee Skool. Suite 312, Alexancift VA 22314. Tampa. FL 33610 Job T rues Truss Type Ityply T10609892 T80089 FT21 Floor Girder 1 1 Job Reference(optional) Surldore FustSource, Tarrpo, Plant Coy. Florida 33566 7.640 s Apr 19 2016 MTok Industries. Inc. Wod Mar 22 09.55 54 2017 Pogo 1 ID: YPdNv2JXSeH2B W kHvoslYgz4GmX-GckgE IJ8Z67TI WxRkEI V2Ox7DMOkHJ2kVTlm5pzYOyJ 1. 4.0 30 = 0.11-0 1 30 II 9 2 3 30 = 10 4 30 II Style = 1:9 9 3x6 = 3x6 = 4. 4-0 4-" Plate Onsets () ,Y)-- I1:Edne,0-1-81,12:0-1-8,Edge), 13:0-1-8,Edge) LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in Ioc) Well Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.01 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(TL) 0.02 7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.01 5 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 29 lb FT = 209oF, 11%E LUMBER- BRACING - TOP CHORD 20 SP M 31(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. ( Ib/size) 8=98 1 /Mechanical, 5=1369/0-3-8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4.5=-484/0, 2.3=-1033/0 BOT CHORD 7-8=0/1033, 6-7=0/1033, 5-6=0/1033 WEBS 2-8=-1355/0, 3.5=-1355/0 Structural wood sheathing directly applied or 4-4-0 oc pudins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- ( 5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 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) ' 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: 5-8=-10, 1-4=-100 Concentrated Loads (Ib) Vert: 2=-950 10=-950 WARNING - Verily dosrgn Paramofon and READ NOTES ON TWOS AND INCLUDED MITEK REFERANCE PAGE 7473 rev. fG173R016 BEFORE USE Design valid lot use only with MI1eW connectors fits design 6 based only upon parameters drown. and Is for an Individual building component, not a truss syslorn. Bokxe use, tho building designor rnusl verily the opolcalAl y a ofdesignparnetersproperly andl ncorpthis s designInto the overall building design. ® aetng indicated Is to prevent buckling of Individual in =web and/or chord members only. Additional lempaasy and wrnarent buxing MiTek' 6 always required for stability and to rxevenl colkarrse with possible personal Injury and properly dmnage. For grrerd gldanee regxdng the ladlcatbn, storage, delivery, erection and bracing of IRaw3 and Imes systems. seeANSI/iPl1 Quality Criteria. DSB-89 wnd BCSI Bullding Component 6904 Parks East Blvd. Sofely InlormaBen available from truss Plato Institute. 218 N. lee Skeet, Stlte 312. Alexandria. VA 22314. Tornpa. FL 33610 Job ruse Truss Type T10699693 780069 FT22 F1oar 1 t Job ReferReferenceo Ronal Buedem FirstSouice, Terms. Plain City. Fonda 33566 0.1.8 H I 1-4-0 I 1.Sx3 II 1.5x3 = 1.50 = 6 5 7 640 a Apr 19 2016 MTek Industries. Inc. Wed Mar 22 09:55:54 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•GckgE IJSZ67TIW xRkEIV2OxEMMOiHK6kVTIm5pzYOyJ 1.5x3 II 1.Sx3 II 12.11.5 12.11-5 Scale = 1:21.9 3x6 = RR Plate Offsets (X,Y)-- 111:0-1-8,Edgel, 112:D-1.8,Edpe) LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Ven(LL) -0.07 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Verl(TL) -0.09 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(rL) 0.02 9 We rita BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 73 lb FT = 209oF, 114oE LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffin, except BOT CHORD 20 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=695/0-3.8, 14=695/0.7.4 FORCES. (Ib) - Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-941/0, 3-4=-1406/0, 4.5=-1406/0, 5-6=-1406/0, 6-7=-957/0 BOT CHORD 13-14=0/587, 12-13=0/1267, 11-12=0/1406, 10-11=0/1277, 9.10=0/609 WEBS 2-14=-875/0, 2.13=0/540, 3.13=-499/0, 3.12=0/370, 7-9=-887/0, 7-10=0/532, 6-10=-489/0, 6.11=-6/360 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated 3) 'Semi-ngid 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.` A WARNING • Vm/T design parameters, and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MD-7473 rev. 1&03WIS BEFORE USE Design vaikl for use only with MlloW connectors. INs desori B based only upon p ruameters shown- and Is tot an Individual building component. not a truss system. Before use, the building designer roust verify the applicabllly of design "anelors and ptopoily hcotpoiate Mk design Into the over,,, building design. Bracing Indicated Is to prevent buclding of IrWNklual Inns web and/or chord members only. Additional temporary and Iximanent Irachg MiTek' Is always tegtired lot stability and to prevent collapse with possible poisonul hpay and properly ddrnaye. For General guidance roWirdhng the fabrication sloiage, delivery. eieellon and bracing of atises and truss systems. seeANSI/iPl1 Quality Criteria, DSB-69 and SCSI SuBding Component 6904 Parke East Blvd. Safety INolmatlon available from IriB Plate hsiltule. 218 N. Leo Street. Salle 312, Alexandria. VA 22314. Tarrpa, FL 33610 Job Truss Truss Type QryPly T106911894 TB0089 FT23 Floor 5 1 Job Reference (optionall DuMem r Slwume. rarryo. rram terry, rrwroa J, " 0.1.8 H 11 4-0 1.5x3 II 1.5x3 = I.Sx3 = 4x6 = 1 2 25 24 r.wv s srpr rs w ro mn s• mausnrea, rrrc. wsD rvrsr cc vs.aoaa cv r r rays r ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-kpICReKnKO7KHg W dlypkbeTKxmfb01etk72KeFzYOyI I uH4 ScAt - e - 1:35.6 06 = t.Sx3 II 20 11 I.Sx3 II Us FP= 3 4 5 6 7 8 9 10 11 4x6 = 4x6 = US MT20HS FP= Us = 06 = 20 i-9 t.Sx3 II 1.Sx3 = 06 = 1.Sx3 = 12 13 27 9 R 26 Plate Offsets MY)— 15:0.1.8,0.0.01.120:0.1-8,Edgel, 121:0.1-8,Edoel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Ven(LL) 0.32 18.20 747 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Ven( L) 0.51 18-20 478 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.56 HOrz(TL) 0.08 14 n/a We BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 114 lb FT = 20%F, 11%E LUMBER- BRACING TOP CHORD 20 SP M 31(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except 10-13: 20 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 31(flat) 'ExceptBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 14- 19: 2x4 SP No.1(llat) WEBS 20 SP No.3(flat) REACTIONS. ( Ib/size) 14=1109/0.7.4, 23=1109/0.7.4 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-1643/0, 3-4_ 3093/0, 4.5_ 3093/0, 5.6=-3093/0, 6-7_ 3602/0, 7-8=-3484/0, 8- 9=-3484/0, 9-10=-2820/0, 10-11=-2820(0, 11-12=-1676/0 BOT CHORD 22-23=0/959, 21-22=0/2364, 20-21=0/3093, 19-20=0/3455, 18-19=0/3455, 17-18=0/3640, 16. 17=0/3244, 15.16=0/2370, 14.15=0/958 WEBS 2-23=-1429/0, 2-22=0/1046, 3-22=-1102/0, 3-21=0/1175, 4-21_ 597/0, 12-14=-1427/0, 12. 15=0/1098, 11-15=-1060/0, 11-16=0/688, 9-16=-648/0, 9-17=0/358, 6-18=-71/318, 6. 20=-977/0, 5.20=0/617 NOTES- ( 6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 30 MT20 unless otherwise indicated. 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 3-1Od (0.131" X 3") nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means 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." V WARNING - Vodly doalpn paromoton and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M674?3 rev. 160tMIS BEFORE USE Design valid for use only wllh MlleW connectors. this design Is based only upon pcoarnelers shown, and Is for an Individual building component not a huss syslom. Below use, the building designer must verity Iho arolcabliry of design pmarneters and rAolx-rly I nconorote this design Into the overdl building design. Bracing Indkaled It to prevent bucldtng of IndNklual Inns web and/or chord members enly. Additional temporary and Wmanenl Macing MOW Isalwaysrogrlredforstablillyand10preventediarxewllhposslUetxcrsonalInjuryandrropedydanage. For general guidance regarding tine fabrication. slomgo. delivery, eroclbn and bracing of messes and fuss systems, secANSWIP11 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information available Dom buss Role Ins1IMe. 210 N. nee Street. Sane 312. Alexandria, VA 22314. Tampa. FL 33610 Job I russ ruSS ype Ply T10699895 TB0099 FT24 Floor 1 1 Job Reference(optional) Builders FastSource. Tampa. Plant Coy. %redo 33566 at-6 F I 1.4-0 I.Sx3 II 3x4 = 7 640 a Apr 19 2016 MTek Industries. Inc Wed Mar 22 09:55 55 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-kpICReKnKO7KHgW dlypkbeTJLmdMOm81k72KeFzYOyI 1 a-0 3x4 = 1.Sx3 II 3x4 = 3x4 11 wow w w w WP-ft i i I 1 w zgm r 30 = 10 9 a 30 = 30 = 1.Sx3 II 9-0-0 0 3x6 = scale = 1:16.9 Plate Offsets MY)-- 13:0-1-8,Edge), 18:0-1-8,Edgel LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Veri(LL) 0.09 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(TL) 0.12 9-10 901 240 BCLL 0.0 Rep Stresslncr NO WB 0.34 HOIz(TL) 0.01 7 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 48 lb FT = 20%, F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD BOT CHORD 20 SP No.2(Ilat) WEBS 2x4 SP No.3(flal) BOT CHORD REACTIONS. (Ib/size) 7=738/Mechanical, 11=738/0-8-0 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1085/013-4=-1285/0, 4-5=-1285/0 BOT CHORD 10.11=0/796, 9.10=0/1285, 8.9=0/1285, 7.8=0/769 WEBS 2-11=-1053/0, 2-10=0/390, 3-10=-316/0, 5-7=-999/0, 5-8=0/705, 4.8=-332/0 Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. 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 pltchbreaks 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 laslened to each truss with 3.10d (0,131" X 3") 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' LOAD CASE(S) Standard 1) Dead t Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Unllorm Loads (pit) Vert: 7.11_ 10, 1.6_ 160 0 WARNING - VeA1V dosign per4mete» and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MO.7473 rev. 10'MMISBEFORE USE Design valid for trse only with MlleM Connectors. This design Is based only upon parameters shovm. and Is for an individual building component, not o buss systann. Below use, the building designer must verily the applicability, of design paomelors and ixopetly lncogonate this design Into the overall building design. LOacblg Indicated Is to provont buckling of Individual truss web and/or chord members only. Additional temporary and permanent bnactng M!Tek' is always negWed la slablltiy and io rrevent collapse wllh possmle persorx9 bulgy and Property damage Fa gerwnal gu id nce negardblg me labnlcalbn slorage, delivery, enecllon and bracing of trusses and inns systems seeANSI/WiI Quality Cdterlo, DSB-89 and SCSI building Component 6904 Pork* East Blvd. Safety IMormallon ovdikaile from Ours Mate bustlMo. 218 H. Leo Street. Su11te 312. Alexandria. VA 22314. Tompo. FL 33610 Job T runs russ ype ryply T80089 FT25 Floor 6 1 Job Reference (optional) T10699896 ouuoars —*.w Uwe. -mwpo. —, V.Y. rMwu aaaov 13 12 0.1.8 F I 1-4.0 1.5x3 II 3x4 = 1 2 w.onu s np rr cv i v mn sa mvusmes. ,nc rev mug cc vs as fro cv i .vpe i ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-C1sae_KP5kFBugSgrlKz7r0U4AzblDOl znnWhzYOyH 1.7-0 3x4 = 1 Sx3 11 30 = 3x4 11 3 4 5 6 i 1% % P Y— r 10 9 8 3x4 = 7 30 = 1.Sx3 II 30 = 3x6 = 1 0 Scale = 1:16.9 44 Plate Offsets MY)— 13:0-1-8,Eda9I, 18:0.1-8,Edael LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.09 9-10 999 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Verl(TL) 0.12 9-10 901 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 7 n/a Na BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 48 lb FT = 209SF, 1145E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtfns, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=738/Mechanical, 11=738/0-8-0 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1085/0, 3-4=-1285/0, 4-5=-1285/0 BOT CHORD 10.11=0/796, 9-lo=0/l285, e-9=0/1285, 7-8=0/769 WEBS 2-11=-1053/0, 2.10=0/390, 3-10=-316 0, 5-7=-999/0, 5.8=0l705, 4.8=-332/0 NOTES- (6) 1) Unbalanced Iloor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 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' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pll) Vert: 7.11=-10, 1-6=-160 Q WARNING - Vedly doslyn paremetore and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 01111,7473 rev. I041 MIS BEFORE USE. Design valid low rise only with Milek® connectors. This design Is Iced only upon txaaneters shown. and Is for an lndivldud btfkSng component, not a tnas system. Below use, tho building designof must verify Iho applicability of design paaneters and properly Incowpaate ihk design into the overall bwlding design. ®acing Indicated Is to prevent budding of Irxllvklual kuss web and/or chord members only. Addllbrwl lemporary and pofmanent bracing M iTek' Is always iequliod for stWbSlly and to pwevenl collapse wllh possible personal hAay and prglorly damage. Fa general gJdawee iegrnding the labrlcollm stofage. deltvery. orection and tracing of Misses and Inns systems secANSI/TPII Quality Crllerb, DSB-89 and SCSI Building Component 6904 Pawke East Blvd. Safety Information available from truss Mate Institute, 210 N. Leo Shoot. Stifle 312. Alexandda. VA 22314. Torrvo. FL 33610 Job uss Truss Type I yply T10699897 T80089 FT26 Floor Supported Gable t t Job Reference(optional) ou.luam —510 UKO, ..-Wo. —, V.Y. e-mIW a 00 opt 1 2 18 17 16 15 I."" S Apr IV ZVIa MII OK InvUSleee. In0 wee Mar ZZ VV.O*"ZVI I Vega 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-CTsae_KP5kFBug5gr1Kz7rOdRABlllrl znniAhzYOyH Scale = 1:16.9 3 4 5 6 7 a 9e 14 13 12 11 10 9 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.14 Vert(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 40 lb FT = 20%F, 1145E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No.2(flat) 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(flat) REACTIONS. All bearings 9-0-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 16. 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) - Max. Comp./Max. 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 fully sheathed from one face 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.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 9-16=-10, 1-8— 160 WARNING - Verily doOgn pamnWas and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7173 rev. 1803MIS BEFORE USE Design valid for use only wllh Milekb connectors. the design Is based only upon pcoamelon shown, and is for an individual Wilding componont, not a buss system Below uao, the btAdbV deslgner must vorlly the appticablIlly of design paanelers and properly lncoq»role the design into tine over" building doslgn. tkachg Indicated Is to prevent buckling of individual puss web and/or chord members only. Additional tempaay and permanent bracing Welk' Is always rocked too stability and to gevenl collapse wilh possible personal trnA+y and properly damage. For general guidance regarding the labrlcalbn storage, delivery. eroctlon and bracing of trusses and (russ systemL swANSI/IPI I Qualify Crtterto, DSB-69 and BCSI Building Component 904 Parka East Blvd. Safely Information clvallable morn Inns Mate Inslilule. 218 N. Loe Sheol, Sulto 312. Aloxarxhla. VA 22314. Tempe. FL 33610 Job Truss truss type typly T106B9898 780089 HSA Diagonal Hip Grader t t Job Reference optional) tsu4oere Faelsource. rorrpa. plant Goy. Fronde 33556 7 640 s Apt 19 2016 Milek Indusnies. Inc Wed Mar 22 09:56:02 2017 Pago 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-19Drv1 PAha?KclYzCwRNN6GYUb8r906vL1EBNLzYOyB 1.5-0 1 3.8.10 7-0.2 1.5-0 3.8-10 3.3.8 Scale. 1:16 9 2x4 = Plate Offsets (xY)-- r2:0-0-1,0-0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) 0.17 2-4 468 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 We n/a BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight: 24 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=130/Mechanical, 2=245/0-8-2, 4=58/Mechanical Max Horz 2=137(LC 4) Max Uplift3=-107(LC 8), 2=-136(LC 4) Max Grav3=152(LC 19), 2=259(LC 19), 4=103(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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- (9) 1) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; Cat. 11, Exp B; Encl , GCpi=0.18; MW FRS (envelope) gable end zone; 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 107 lb uplift at Joint 3 and 136 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 94 lb up at 1-4-15, 77 lb down and 81 lb up at 1-4.15, and 74 lb down and 65 lb up at 4-2-15, and 72 lb down and 50 lb up at 4-2-15 on top chord, and 38 lb up at 1-4-15, and 9 lb down and 13 lb up at 4-2-15, and 7 lb down and 18 lb up at 4.2-15 on bottom chord. The design/selection 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 (pit) Van: 1-3=-60, 2-4= 20 Concentrated Loads (lb) Vert: 5=112(F=31, 8=81) 6=62(F=27, B=34) 7=19(F) 8=7(F=2, B=5) Q WARNWO • Vad doe! nNp paramoron and READ NOTES ON 7NK AND INCLUDED MREK REFERANCE PAGE 010-7I77 for. 100=11015 BEFORE USE. valid lot use orxy wllh Mtiolt® connectors. lids design k Ixlsed only upon parameters shown. and Is lot an 6WINW tot bolding component not Nitabusssystem. Bolose use, the IxAding doslrjnoi must vedty bNmproperly Ilia aritAlcalyofdesignpoinetersandincoiporotethis design Into the ovorall bulling design. ® acing Indicated Is to prevent budding of OWNklual Muss web and/ow chord members only. Additional lemwory and lxnmawnl IxaClng WOW k alwaysiocpjbedrotstc"llly aril to rxeveni collup5o wtlh possmle personal k*oy aril popery damage rq geneid qukk ice rogcud&1g the labticallm slotogo, dettvory. eutctlon and bating of Ittl4es and In155 systems, socANSI/IPI I Quality Cdterlo, DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information ovallahle Mom IrtB Mate Mlstltute. 218 N. Lee SMeel, SJte 312 Alexandrkl VA 22314. Tarnpo. FL 33610 Truss fuss weT10609899 TB00SB HSB Diagonal Hip Girder 2 1 Job Reference (optional) Macon; "rsibource. l errpo, rwra Gay. aroma &zbb r•"V a qpr Ie "lb mar an rv0verrW5, M. -ev — ce —.P.vc ev, , age . ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-19Dry 1 PAha?KcIYzCwRNN6Ge WbDw906vLIEBNLzYOyB t•1.2 6.5.6 1.1.2 5-5.6 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 V8ri(LL) 0.00 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Verl(TL) 0.02 2-4 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 We Na BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb(size) 3=35/Mechanical, 2=143/0-6-4, 4=22/Mechanical Max Horz2=128(LC 8) Max Uplift3=-63(LC 8), 2=-61(LC 4) Max Grav3=38(LC 15), 2=143(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.2 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.5-6 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251t; Cat. II; Exp B; Encl., GCpi=O 18, MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 61 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 115 lb up at 2-5.3, and 119 lb down and 114 lb up at 2-10-15 on top chord, and 60 lb up at 2.5.3, and 63 lb up at 2-10-15 on bottom chord. The design/selection 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 (pit) VeA: 1-3= 60, 2-4=-20 Concentrated Loads (lb) VeA: 5=115(B) 6=114(F) 7=30(S) 8=32(F) 0 WARNING . VerI17 dedyn paromotme and READ NOTES ON THIS AND INCLUDED MREK REFERANCE CAGE M9.7473 rev. 11119MIS BEFORE USE Design valid for the orgy wilt Mllek® connectors. lnls design is fxtsod only upon parameters "wrt. and Is lot an IMIvkRrat buldln0 component, not a bus systoin. Bolore tse, the btlldng designer mtnl verity live alXAlcabllty of doslgn pararneten Bald rAoWly Incorporate tith doslgn Inlo Iho overdl btDd Ing design. Brocing Indicated Is to ptoveni Iwclding of Individual truss web aril/ot chord members orgy. AdcBibra temWary and pormanoni bioctng WOW Is always rtxnlmrdl lot stabBtiy and to rrevenl collapse with possiblele personal h0y arxl rroreM damage. For general gtld<nce regarding the labicallon. simago, delivery, erection ant bacling of Inases and Irus sysberns, seeANSI/IPI I Quality Cdterlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satety Information avaUafile from ham Plate lfnllltde. 218 N. lee Sheet, Stile 312, Alexandria, VA 22314. Tempo. Fl. 33610 OrUSS Truss Type ply T10689900 780089 7A1.' Diagonal Hip Grader 1 1 Job Reference (optional) ntntosrs rnaxurcs. rorrpo. dram t ey. rronae oov ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-VLnD6NOoS18BEu7AmdyevKpjtlR9uMs3aM_I mYOyA 1-5-0 5.0-10 _ 9-10.1 1-5-0 5.0.10 4-9-7 Scale = 1:21.1 3x4 = 5-0.10 4-9-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.14 6-7 >833 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(fL) 0.02 5 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.11.3 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20SPNo.3 REACTIONS. (Ib/size) 4=152/Mechanical, 2=402/0-10.15, 5=265/Mechanical Max Horz2=88(LC 22) Max Uplilt4=-99(LC 4). 2- 149(LC 4), 5=-42(LC 9) Max Grav4=152(LC 1), 2=402(LC 1), 5=267(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-941/290, 8-9- 902/293, 3-9=-910/275 BOT CHORD 2.11=-302/901, 11-12=-302/901, 7.12=-302/901, 7-13=-302/901, 6-13=-302/901 WEBS 3-6=-927/311 NOTES- (9) 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; 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 99 lb uplift at joint 4, 149 lb uplllt at joint 2 and 42 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 94 lb up at 1-4.15, 68 lb down and 94 lb up at 1-4-15, 63 ib down and 55 lb up at 4-2-15, 63 lb down and 55 lb up at 4.2.15. and 76 lb down and 97 lb up at 7-0.14, and 76 lb down and 97lb up at 7.0.14 on top chord, and 38 lb up at 1-4-15, 38 lb up at 1-4-15. 9 lb down and 13 lb up at 4-2-15, 9 lb down and 13 lb up at 4-2-15, and 36 lb down and 1 lb up at 7-0-14, and 36 lb down and 1 lb up at 7.0-14 on bottom chord. The design/selection 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 Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4- 60, 2-5=-20 Concentrated Loads (lb) Vert: 8=63(F=31, B=31) 9=54(F=27, B=27) 10=-83(F=-42, B=-42) 11=38(F=19, B=19) 12=4(F=2, B=2) 13=-36(F- 18. B=-18) A WARNING. Verily dedgn p4ramerere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rev. 16MOI5 BEFORE USE Design valid lot rise only with Mllek®conneclors. TNs dosign Ir based only rgaon paameters snov/n, and h for an hdivkAral building component. not o trttss system. Before use, the building designer roust verity the oWlcabllly of design 1xAaneters and ptoporly trtcarlotuto 0% design Into the overall btAdbV design. Wachg Indicated Is 101xevent buckling of kdlvldual truss web and/or Chord members only. Additional temporary and permanent broctng WOWIsalways1e4u1t0ddotSIUM11y (Xnd 10 prevent collrtse vAth possible porsonri Injury arid property danage. rod ger)Wal gtMJmce regadhg the 6904 Parke East Blvd. ktlxk-atkxti storage, delivery, erection and lxaclng of hisses and lnrss system& se0ANSUTPl I Quality Criteria, DSB-89 and 8CS1 Building Component Tampa. FL 33610SafetyIntormalbn0WAICleaomTr8PlutoInt91Me. 218 N. Lee Street, State 312, Alexorxlrku. VA 22314. Job I runs Truss Type Cry Pil' Job T10689801 T80089 Nil Diagonal Hip Girder 2 1 Reference tional Uu,raele F,rslSOurce. rerrpo. rant cxy. Flonao 33>66 r b4U a Apr Iv LV16 NUreK rnausrnes, inc. veea Mar ze uv:0e:w Wv1 / rage 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX• VLnD6NOoSt8BEu7AmdycvKppRlaNuSL3aM_hvmYOyA t•6-0 1-2-2 t•5-0 1.2.2 Scale = 1:6.7 20 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 4 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Hort(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 6 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-2-2 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 2=193/0-8-0, 3=-16/Mechanical Max Harz 2=47(LC 8) Max Uplift2=-140(LC 8), 3=-16(LC 1) Max Grav2=193(LC 1), 3=39(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7.10; Vul1=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=6.Opsl; h=25fh Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 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 20.0psl 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 140 lb uplilt at joint 2 and 16 lb upillt at joint 3. 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 lot any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " WARNING - Vanity daatyn parameters and READ NOTES ON THIS AND INCLUDED Mf EK REFERANCE PAGE MIF7173 rov. 100MM1S BEFORE USE. Design valid fors bawd oD Mometen shown. and Is got an Individual building component, notonWin,flakScnnectrs.0 aa slBea et designer verity nlcnINdoslgn paamelers and properly Incorpotolo this design Into Iho over..' building design. tyacing Indicated Is to prevent huclding of Individual ttum web and/or chord members orgy. Additional lemporary and permonenl bracing WOW is always repulsed for stability and to prevent collupse with possmle personal Injury taxd property dafrnage. For general guidance regarding the fabrication, stotogo, delivery, orocilon and txacing of husm and truss systems seeAN$I/TPI l Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabre train Russ Plate Institute, 218 N. Lee Skeet. Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss type " y ply T106B9802 T800e9 HJ3 11russDiagonal Hip Gilder 2 11 Job Reference tional 0u11asm fintiJouree. laVbe. rienl key, rwngs 4;sbbo r.WIV a Apr IV ZVIe MI OR 9110VS1OeS, VIC. "00 mei ZZ VH:Oe:W ZVI r rage I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•zYLcKjRODBG2s2iMJLTrSXL_gOvsdvbCoOpISEzYOy9 t-t•2 3.2•t 1-1.2 3.2•t ' scale: 1'=1' 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Lid TOLL 20.0 Plate Grip DOL 1.25 TO 0.13 Vert(LL) 0.00 2.4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(rL) 0.01 2.4 999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) 0.00 3 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/slze) 3=48/Mechanical, 2=215/0.6.4, 4_ 3/Mechanical Max Horz 2=82(LC 8) Max Uplift3=-67(LC 6), 2=-68(LC 8), 4=-13(LC 6) Max Grav3=63(LC 23), 2=215(LC 1), 4=8(LC 19) FORCES. (Ib) - Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20%. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind. ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; 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 lot 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 67 lb uplift at joint 3, 68 lb uplift at joint 2 and 13 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks with fixed 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) 119 lb down and 114 lb up at 3-1-5 on top chord, and 63 Ib up at 3-1-5 on bottom chord. The desigrdselection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace 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=l 25, Plate Increase=1.25 Uniform Loads (pit) Van, 1.3— 60, 2-4=-20 Concentrated Loads (Ib) Vert: 3=114(B) 4=32(B) 0 WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED UrrEK REFERANCE PAGE M -7473 rev. 10'D MS BEFORE USE Design valid loi lose only YAM Mnek® connoctois. this design b based only upon Mameters shown, and Is la an Individual building component not a buss system. Bolone use. the bNdfrlg designers must verify the applicabilityof design pwnamelors and propoily Inconpeiate this design Into the overall building design. Biaehg Indicated is to prevent bucktfrlp of Individual In,ss web and/or chord members only. Additional tempoiary and permanent bioctng MOW Is always ieaadned let stability and to plevenl collapse wllh possible personas"cod properly damage. Fof general guidance ieWding the IabllCalbn, storage, WiVery, erection and bracing of inrsses arid Oust systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI BuONny Component 6904 Parks East Blvd. Safety Informatlon a vaiable from 6u ss Plate Institute. 210 N. Lee Street, Suite 312, Alexandria. VA 22314. Tempo. FL 33610 Job 4 russ russ ype ty Ply T10699903 780069 HJ5 Ohogonol Hip Girder 2 tI Job Reference (optional) cunoan raetbotrres. , orrpa, rant wry. rrorroo a ob r.o4v s Apr to zuib mn ex mausnles, inc. woo mor zz ue:bb:u+ zui r rags i ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-zYLcKjRODBG2s2iMJLTrSXLvlOgKdvbCoOIISEzYOy9 t-5-0 3-8.10 7-0-2 1.5.0 3.8-10 3.3.8 20 = 7-0-2 7-171 b 1 Scale = 1:16.9 Plate Offsets ()iY)-- 2:0-0-1,0-0-3) LOADING( psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.50 Vert(LL) 0.06 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) 0.16 2-4 500 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(fL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight. 24 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. ( Ib/size) 3=138/Mechanical, 2=275/0-8-2, 4=62/Mechanical Max Harz 2=137(LC 4) Max Upl1113=- 1 09(LC 8). 2=-108(LC 4) Max Grav3=144(LC 19), 2=275(LC 1), 4=104(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- ( 9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=25f1; Cat. 11, Exp B, Encl , GCpl=0.18; MWFRS ( envelope) gable end zone; 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 20.0psf 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 glyder(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 3 and 108 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 94 lb up at 14-15, 69 lb down and 94 lb up at 1.4.15, and 74 lb down and 65 lb up at 4-2-15, and 74 lb down and 65 lb up at 4.2.15 on top chord, and 38 lb up at 1-4-15, 38 lb up at 1.4.15, and 9 lb down and 13 lb up at 4-2.15, and 9 lb down and 13 lb up at 4.2.15 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 (pit) Vert: 1-3=-60, 2-4= 20 Concentrated Loads (Ib) Vert: 5=63(F=31, B=31) 6=54(F=27, B=27) 7=38(F=19, B=19) 8=4(F=2, 0=2) Q WARNING - Verily dedgn panmeten and READ N07ES ON rMIS AND INCLUDEDWTEK REFERANCE PAGE MIF7073 my. 10003,2015 BEFORE USE Design valid for use only wllh MI lek® connectors. Rhis design It based only upon paiamolen shown. and Is for onlodlNdtial Luldklg component. not a bus system. Before use, the building designer must verily the tyxxk;abllly of design 17arameters and property Incorpotato this design Into the overall ding design. Bracing Irdlcoled Is to rAeveni buclding of badlvkW truss web and/or chord memW& only. Additional lemlwray and permanent Macblg Welk' Is alwaysiecAdiedforstabilitycayltopevenlCollapsewllhposseMisonulIn"y aryl property dainage. For general guidance iegardIng the IclbrlcallorL storage. delNory, erection orld b1aCing of incases and Intm syslems. seeANSI/iPI I Quality Cdterlo, DS111•69 and 8CSI Building Component 6904 Parke East Blvd. Safety Information available from buss Rate InitiMe. 218 N. Lee Sheet, Suile 312, Alexandria. VA 22314 Ilia pa. FL 33610 Job Truss russ I ype U'ty ply T10699904 T80089 HJ7 Diogonol Hq Girder 2 1 Job Reference (optional) Builders FrrelSoutte, Iorrgo. Plant Guy, Florida 33565 7.640 a Apr 19 Z915 Nel ek rnOublrMl. InC. Wed NWT ZZ 09 56 05 Ze17 rage 1 I D:YPdNv2JXSeH2B W kHvoslYgz4GmX. Rkv_X2R2zV0vTCHY124_lu4io91 MIMM I gTs_gzY0y8 t• 5-0 St•9i 9.10.1 1- 5.0 5-1-8 4-8.7 20 = are If 5 30 = S1 8 9.10-1 r S- 1-11 4.8.7 Scale = 1:22 3 Plate Offsets MY)-- 12:0.0-1,0-0-31 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0,04 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert( L) 0.10 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(fL) 0.01 5 We n1a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP N0.3 REACTIONS. ( Ib/size) 4=147/Mechanical, 2=405/0-8.2, 5=277/Mechanical Max Harz 2=181(LC 22) Max Up11114=•115(LC 4), 2=-155(LC 4), 5_ 84(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.8=-628V241, 8.9=-567/249, 3.9=-576/208 BOT CHORD 2-11=-278/562, 11-12=-278/562, 7-12=-278/562, 7-13=-278/562, 6.13=-278/562 WEBS 3-7=0/259, 3-6=-610/302 Structural wood sheathing directly applied or 6-0.0 oc puffins. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- ( 9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opsl; h=251h Cal. II, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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 115 lb uplift at joint 4, 155 lb uplift at joint 2 and 84 lb upltil 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 94 lb up at 1-4-15, 69 lb down and 94 lb up at 1-4-15, 74 lb down and 65 lb up at 4-2-15, 74 lb down and 65 lb up at 4-2-15, and 99 lb down and 119 lb up at 7-0-14, and 99 lb down and 119 lb up at 7-0-14 on top chord, and 38 lb up at 1.4-15, 38 lb up at 1.4-15, 9 lb down and 13 lb up at 4- 2-15, 9 lb down and 13 lb up at 4.2-15, and 37 lb down and 0 lb up at 7-0-14, and 37 lb down and 0 lb up at 7-0.14 on bottom chord. The desigNselection 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 (pit) Vert: 1.4_ 60, 2-5=-20 Concentrated Loads (lb) Vert: 8=63(F=31, 8=31) 9=54(F=27, B=27) 10= 92(F=-46, B=-46) 11=38(F=19, B=19) 12=4(F=2, B=2)13=-37(F=-19, B= 19) 0 WARNING • VOAIy deelgn peromeforo and READ NOTES ON THIS AND INCLUDED 111rrEK REFERANCE PAGE M67473 rov, 111r032015 BEFORE USE Design vdild lot use only wllh Ml lelr® connectors. this deslpl Is bawd only upon momelers shown, and Is loi an individual IxRding component, not a truss system. Beloie use, the building designer must vedty the ar,01cotAlty of design paiameters and properly Incogwralo Ihk design Into Iho overall building design. Biacing Indicated Is to prevent lutclding of Indh4dual truss web and/or chord members only. Acid illorld temporary and remnanent bracing MiT®k' Is always iegrdied lot stab9lty and to pnevenl collapse with poss"o personal npny aril property dainage. roi genendi guidance regarding One klbdcatlon, stotago, delivery, erection and bracing of trusses and truss systoms weAN51/1P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Irdornno0on avalkttle from truss Plate frullkde, 218 N. Lee Sheet. Suite 312 Alexdndda. VA 22314. Tempo. FL 33610 Job T fuss Truss Type 0ry ply T10699905 T80089 701 Hip Girder t tI Job Reference (optional) Vurroers FrranSource. I arrpa. rum Gay. Fiona 33b66 r "v s Apr le zwo waxax uaUstnres, rnC. WOO men ZZ u9:7e Ve zul r rage 1 ID:YPdr4v2JXSeH2BW kHvoslYgz4GmX•vwTMIOSgkoW mSMsIRmVJXyRKNCX45pBVGKCPW 6zYOy7 1-0-0 2.11.1 5-11.2 I 7.4.15 I 10.4.15 13.4-0 14 1.0.0 2.11.1 3-" 1.5-13 3.0-0 2-tt-1 1.00 4.15 12 4x6 = 4x6 = 30 = 30 = 30 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in loc) Well Ud TC 0.18 Ven(LL) 0.03 7-9 999 240 BC 0.31 Ven(TL) 0.06 2-10 999 180 WB 0.06 Horz(fL) 0.02 7 n/a n/a Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4SPNo.3 REACTIONS. (lb/size) 2=581/0-6.0, 7=543/0.6-0 Max Horz2=-58(LC 39) Max Up11112— 323(LC 8), 7=-301(LC 9) Max Grav2=581(LC 1), 7=570(LC 41) FORCES. (Ib) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/506, 3-11=-758/479, 4-11=-714/469, 4-12=-687/470, 5-12= 687/470, 5.13=-716/471, 6.13=-765/492, 6.7_ 864/505 BOT CHORD 2-14_ 441/697, 14-15_ 441/697, 10-15=-441/697, 10-16=-409l723, 9-16=-409/723, 9-17=-412/726, 17-18=-412/726, 7-18=-412/726 Scale = 1.26.5 PLATES GRIP MT20 244/190 Weight. 62 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc puffins. Rigid ceiling directly applied or 8-10-10 oc bracing. 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=4.2pst; BCDL=6.0psf; h=25fl; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; 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.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 323 lb uplift at joint 2 and 301 lb uplift at joint 7. 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) 89 lb down and 104 lb up at 5.0-0, 59 lb down and 73 lb up at 5-11.2, 83 lb down and 114 lb up at 6-8.0, 59 lb down and 73 lb up at 7.4.15, and 89 lb down and 104 lb up at 8.4.0, and 151 lb down and 195 lb up at 10.4-15 on top chord, and 62 lb up at 2-11-1, 27 lb down and 3 lb up at 5-0-0, 9 lb down and 9 lb up at 5-11-2. 52 lb down at 6-8.0, 9 lb down and 9 lb up at 7-4.15, and 27 lb down and 3 lb up at 8-4-0, and 62 lb up at 10-4-15 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) Vert: 1-3=-60, 3-4=-60, 4-5— 60, 5-6=-60, 6-8=60, 2-7=-20 t;onunueo on Daae z WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MI/EK REFERANCE PAGE 01167473 rev. 140,02"IS BEFORE USE Dosign valid for use only wllh W lek® connealors. This design Is based only upon parameters stwwn. and Is for an Individual building component. not a Iuss system. Before use, tta brdlding doslgnor must verify lie appllcabBity of design Iorameters and properly Incorporate this design Into the ovorall building design. Dating Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional tempowry and pwrrwnent Macing WOW Is always iwci lred fa stabBBy and to prevent cdkine with possible personal hpay and property dranage. For general guidance regarding the fabrlcallOR storage, dollvery, erection and bracing of buses and in=systems. sooANSI/TPII Quality Criteria, DS8.89 and SCSI Bulding Component 6904 Porke East Blvd. Safety Information avallablo from eus Plate Institute. 218 N. Lee Street. Sidle 312. Alexardfks. VA 22314. Tempo. FL 33610 Job Truss russ ype I Oty T10699905 T80089 T01 Hip Girder 1 Job Reference (optional) Budders FkslSource. Tompo. Plant Udy. Florida 33566 7 640 a Apr 19 2915 tAl sk industries. Inc. woo mar 22 d9 sb.ob zol r voge 2 ID:YPdNv2JXSeH2BWkHvoslYgz4GmX•vwTMIOSgkoWm5MsIRmVJXyRKNCX45p8VGKCPW6 Y0y7 LOAD CASE(S) Standard Concentrated Loads (Ib) Verl: 4=30(B) 5=30(B) 6=65(B) 10=-0(B) 9=-0(B) 11— 29(B) 12=-67(B) 13= 29(B) 14=52(B) 15=-13(B) 16=-26(B) 17=-13(B) 18=52(B) A WARNING - vertry derdpn petimetere and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M*7473 rev. IOU3aMS BEFORE USE Design valks tot use only with Mllek9 connectors. TM design Is based only upon paamelors shown. and Is lot an InclMdual building component. not a huss system. Before use. the building designer must verily the applicability of design paanetem aril property W orpotato this design into the overall bulldhng design Bracing Indicated Is to psrevont buckling of Individual truss web and/or chord members only. Aid illonal lempotaryad permanent bracing MiTek' Is uNmys tec9ired foe stet Ally and to prevent collapse with possible personal Inlay aril properly danage. For genetal guddatce regant rvj the fabrication. storage. delivery. etectlon and bracing of trusses and truss systems. seeANSIMI I Quality Crlterto. DSB•89 and SCSI BuBding Component 6904 Parke East Blvd. Safety Information available from puss Plato hnslllule. 218 N. lore Street. Srlle 312. Aletrandrla. VA 22314 Tornpa 1. 33610 Job I Fuss fuss ype yPly 710699906 780089 702 Common 2 t 1 Job Reference (optional) BuJders FbslSource. Terrpe, Plant Csy. Flondo =66 1-0-0 6-0.0 7 640 s Apr 19 2016 MTek Industries. Inc. Wed Mar 22 09:56:07 2017 Page 1 ID:YPdNv2JXSeH28W kHvoslYgz4GmX•N61 kykTIV6ed1 W Fix?T 1 Y4AzPdcgwgFWeLl_yy3ZzYOy6 06 = 6-8-0 30 = 20 II 30 = 1.0.0 Scale = 1:25.3 e0 6.8-0 6-8.0 i 134-0 6_8-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 2.6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Ven(TL) -0,13 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(fL) 0.01 4 Na rda BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 50lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6.15 oc puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=588/0.6-0, 4=588/0-6-0 Max Horz 2=73(LC 12) Max Uplift2=-152(LC 12). 4=-152(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-717/266, 3-4=-717/266 BOT CHORD 2-6=-109/555, 4.6=-109/555 WEBS 3-6=0/308 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. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will III between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 2 and 152 lb uplift a1 joint 4. 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' 0 WARNING - Verily design parvoWwrr and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE CAGE M/167473 rov. I&MMIS BEFORE USE Design valkd la use only with Mllek® connectors. 8nls design is lased only trl)on paameters shown. and Is for an Indlvldtrctl building component, not wtabusssyslem. 6ofao use. the building designer must verify the applk:abllly of design pmametas and property Incorporate lhb design Into Iho overall btBdng design. ®oehg Incllcoled Is to prevent buckling of Individual buss web and/or Chad members only. Additional temporary and permanent bacing MiTek' Is olwoys requkecd for stability and to prevent collapse wtih possible peysorxi"and properly damafle. for general guidance iegading the labrlcatkln. slaage, delivery, erection and bracing of inssesand trtrss systems. seeANSI/rPII Ouafiy, Cdtedo, DSB-99 and BCSI Building Component 6904 Perks East Blvd. Safely Information available from bras Rate bullMe. 218 N. Leo Street, Stile 312, Alexandria, VA 22314 Tempo. FL 33610 Job T Fuss Truss Type 110 typly T10609907 T80089 T03 Common 3 t Job Reference tional Vulluers rrst`uource. I ompo. Yam uny. FglrOa 33>66 7.64v s Apr 1 v zv16 ra n eR nnouslyres. Irrc. We0 Nay zz vv:bo:v7 zui / vage 1 ID-YPdNv2JXSeH2BWkHvoslYgz4GmX-N61kykTIV6edlWRx?T1Y4AzOdcgcgFUeU_yy3ZzYOy6 1-0-0 6 8-0P 13-4-0 1-0-0 6.8-0 6.8-0 Stale a 1.24.8 06 = Ia 30 = 2x4 II 30 = 6.8-0 13.4-0 n ".0 Plate Offsets ()(,Y)— 12:0-0-12,Edgel, 14:0-0-12,Edgel LOADING(psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.07 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(fL) 0.16 4-5 986 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 4 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 49 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP N0.2 WEBS 20 SP No-3 REACTIONS. (Ib/size) 4=517/Mechanical, 2=599/0.6.0 Max Harz 2=82(LC 16) Max Up11114=-116(LC 13), 2=-153(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/286, 3.4=-742/284 BOT CHORD 2-5=-150/582, 4.5=-150/582 WEBS 3-5=0/315 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc puffins. 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=4.2psf; BCDL=6.Opsf; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exlerior(2) zone;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 psf bottom chord live load nonconcurreni 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. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 153 lb uplift at joint 2. 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.' Q WARNING - VOAIy dedyn pammsfors and READ NOTES ON THIS AND INCLUDED MiTEK REFERANCE PAGE UX7473 rev. 180MI S BEFORE USE Design valid loi use only with M11ek9 corvoctors. 1Ns design 6 based only upon parameters shown, and Is for an Individual building component, not a truss system. Befae use. Iho b lldhlg designer must verity the "Icablily of cknlgn panamelens and poporly Incotwato this design Into the ov0tall building design. tracing Indicated Is to prevent buckling of Individual Inns web and/or chord members only. Additional fam unary and penmonenl bracing MiTek' Is always required for sk"lly and to prevent collc;xe with possible petsonal h}ay and property durnage. For general guIdartce negardirg the fabricatkxL storage, deitvery, election cold brackg of tames and truss systems seeANSIfl?l I Quality Crlterb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Ours Plate Institute. 218 N. Lee Street. Suite 312. AlecanrMa. VA 22314. Tompe. FL 33610 Job Trust; russ I ype ry Ply T10699908 T80089 T04 Nip Girder 1 AL Job Reference floral Budder FbslSource. Ton pa. Plant Cdy. Florida 33566 7.640 s Apr 19 2016 M7ek Industries, Inc. Wed Mar 22 09 56:10 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-oNtamVBot 08az9 WgcoGhobu2pnol SJ5ByAcItzY0y3 1-0 3.9.4 7.0.0 12.3-7 17•S2 22.6.11 27.8.9 33-0-0 362-t2 40-0-0 1 06 32•t2 S37 S•1.11 SI-tt 5.1.11 S37 32.12 3&4 -00 THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 5x6 3x8 = 2x4 II 3x6 = 3x8 = 600 t2 4 21 22 5 23 24 625 7 28 6 27 20 II 28 29 9 Sx8 = 10 Scale = 1:70.4 0 C6 3 rg 4x6 = 20 30 31 19 18 32 33 17 34 35 36 16 37 38 39 15 14 4x6 = Sx8 = Sx8 = 5x8 = 2x4 It 2x4 II 7x10 = 4x6 = 7-0-0 t 12.3.7 + 17-5.2 t 224-14 27.8.9 I 33.0-0 I 40.0.0 t Plate Offsets (X,Y)-- ear 14:0-3-0,0-2-01,110:0-6-iff-81.115:0.3.0,0-4-121,119:0-2-7,0-2-81 o•,•r, rr-rr rrrr r rervv LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,65 Vert(LL) 0.41 16-17 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.89 16-17 535 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.16 12 rVa rl/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 481 lb FT = 2040 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 15- 19: 2X6 SP M 26 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.5-13 oc pudins. SOT CHORD Rigid ceiling directly applied or 9-9.11 oc bracing. REACTIONS. ( lb/slze) 2=3216/0.6-0, 12=2967/0.6.0 Max Horz2=77(LC 27) Max Uplif12=-957(LC 8), 12=-833(LC 4) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6383/1985, 3-4=-6285/2000, 4-21 =-5700/1 e40,21-22=-5699/1840, 5.22=-5699/1839, 5- 23=-9696/3161, 23.24=•9696/3161, 24-25=-9696/3161, 6-25=-9696(3161, 6- 7=-9696/3161, 7-26=-9696/3161, e-26=•9696/3161, 8-27=-8393/2688, 27- 28=-8393/2688, 28-29_ 8393/2688, 9.29=-8393/2688, 9-10=-8393/2688, 10. 11=•5745/1749, 11-12_ 5867/1750 BOT CHORD 2.20_ 1754/5595, 20-30=-2712/8437, 30.31_ 2712/8437, 19-31=-2712/8437, 18- 19=-2712/8437, 18.32=-2712/8437, 32-33=-2712/8437, 33-34=-2712/8437, 17. 34=-2712/8437, 17-35=-3141/9929, 35.36=-3141/9929, 16-36=-3141/9929, 16- 37_ 3141/9929, 37.38=-3141/9929, 38-39=-3141/9929, 15.39_ 3141/9929, 14- 15=-1477/5118, 12-14_ 1502/5142 WEBS 3.20=-194/272, 4-20=-597/2318, 5-20_ 3344/1165, 5.18=0/474, 5-17=-504/1560, 6. 17=-582/414, 8-17=-319/87,8-16=0/642,8-15=-1891/674, 9.15=-364/261, 10- 15=-1363/3958 NOTES- ( 11) 1) 2-ply truss to be connected together with 1Od (0.131`x3') nails as follows: Top chords connected as follows: 2x4. 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Ops1; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 957 lb uplift at Joint 2 and 833lb uplift at joint 12. 6( giP"preaks with fixed heels' Member end fixity model was used In the analysis and design of this truss Q WARNING - Verily doslpn Par4meters and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 411167473 rev. 10032016 BEFORE USE Design valid lot use ordy With Mlek® connectors. this design Is based only t4)on waameter shown, and Is for an lixllvkfual buldblg component. nor a htas system. Idelore use, the bt0ding designer must verity the aWleatAlty of design Ixaamelers and pnopody IncoiWalo it* design Into the overall bidding design. @acing Indicated Is to prevent bucMing of Individual Irus web and/or chord members ortly. Addlllonal lemlorory and permanent Mating Milk' IsalwaysieyWedlastabilityandtoPreventcollapsevAlhpossiblepersonalINu>ry and property, damage. For goneial guidance regmdtng the IabMallm storage, delivery, erection oral bxacbrg of Intses and inns systems. seeANSIMI I Quality Criteria, D519-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable hom Utas Plate InstihAe, 218 N. Lee Street, Stile 312, Alexandria, VA 22314. Tompa, FL 33610 Job I rues rues ype b Ply T10699908 T80089 T04 Hip Girder 1 nL Job Reference (optional) Under= rnsrsource. Ierlpo. Vicar tarry, MW100 33566 1.64U a qpr lU ZUl6 Mnex lnausleee, rn0 Weo Mar ZZ UU'J6 1V ZV11 rape Z ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-ohrtamVBol OBaz9 W gcaGhobu2pno 1 SJ5ByAcftzY0y3 NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 119 lb down and 140 lb up at 7-0-0, 119 lb down and 140 lb up at 9-0-12, 119 Ib down and 140 Ib up at 11-0-12, 1191b down and 140 lb up at 13.0.12, 119 lb down and 140 lb up at 15.0-12, 119 lb down and 140 lb up at 17.0-12, 119 lb down and 140 Ib up at 19.0-12, 119 lb down and 140 lb up at 21.0.12, 119 lb down and 140 lb up at 23-0-12, and l l9 Ib down and 140 Ib up at 25-0-12, and 65 Ib down and 72 Ib up at 26-7.4 on top chord, and 311 lb down and 93 lb up at 7-0-0, 86 lb down at 9-0-12, 86 lb down at 11-0-12. 86 lb down at 130.12, 86 lb down at 15-0-12, 86 lb down at 17-0-12, 86 lb down at 19-0-12, 86 lb down at 21-0-12, 86 lb down at 23-0-12, and 86 lb down at 25-0-12, and 810 lb down and 243 lb up at 26.7-4 on bottom chord. The designtselection of such connection device(s) 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.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-10=-60, 10-13=-60, 2-12=-20 Concentrated Loads (Ib) Vert' 4=-119(F) 7=-1 19(F) 20=-31 1 (F) 21 =-1 19(F) 22=-1 1 9(F) 23=-119(F) 24=-1 19(F) 25=-1 1 9(F) 26=-1 19(F) 27=-1 19(F) 28=-1 19(F) 29=-9(F) 30=-62(F) 31=-62(F) 32=-62(F)33=-62(F) 34— 62(F) 35— 62(F)36=-62(F)37=-62(F) 38=-62(F)39=-810(F) Q WARNING - V*dry dedyn peromofero end READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE M11,7473 rov. 189"IS BEFORE USE Design valid for use only with MI1ek9 connectors. This design Is based only upon parameters shown, and Is for an hdMdual txriding component. not wtaSussystem. Befote use. the Wlding deslgrner must vodly the applicabllly of design paaneters and properly incotpaote 11* closlgn Into the overall biding design. Bracing Indlcaled I1 to prevent budding of IndNkducd Ines web and/or chord members only. Additional lemporary and permanent bracing MiTek' Is always reWied let stability arxd to prevenl collapse with possible personal inlay and property damage. For general guidance tegatcAng the labricatkrn, storage, delivery, eroctkrn and tracing of kisses and In=systems. seeANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easl Blvd. Safety Information available from Tres Rate Iru9lule. 216 N. Lae Sheet. Sulle 312, Alexondda. VA 22314. Tempo. FL 33610 Job cuss russ ype yTB0089T10699909 TOS HrP Fly t Job Reference (optional) o ilaers "sniource. I anya. Plant coy, Vionas 33556 7 WO s APr 1 e 2U16101 eB rnGUSlae6, lnc WOO Mar ZZ U9'56:11 zo17 rags 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-GuGFo6WpZL82B7klEJ5VEDB_TD6amykE PcwACKzY0y2 1-0 4-9.4 tr-0-0 16.4.9 23.7.7 31-" 35.2.12 40-0.0 1-0• 4.9.4 4-2-12 7 4.8 7.2-13 7.4-9 4-2.12 4$4 Sx6 = 6.0o 1-2 3xe = 3x6 = 20 II 5x8 = Scale = 1:70.7 20 3x6 = 3x8 = 44 = 20 If 5x8 = 3x6 = 30 = 9 0 16.4.9 23 7.7 31.0.0 40-" a I1 rt ze.a a.ta ze.0 u.nn 9 3x6 = Plate Offsets MY)— 3x6 = 3x8 = 44 = 20 If 5x8 = 3x6 = 30 = 9 0 16.4.9 23 7.7 31.0.0 40-" a I1 rt ze.a a.ta ze.0 u.nn 9 3x6 = Plate Offsets MY)— 4:0-3-0.0-2-01.18:0.6.0.0.2.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.27 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert( L) -0.74 14.15 >642 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(TL) 0.21 10 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 202 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 *Except' 6-8: 20 SP No.1 BOT CHORD 2x4 SP No.1 'Except' 13-16: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=165510.6.0, 10=165510.6.0 Max Horz2=96(LC 16) Max Uplllt2=-31B(LC 9), 10=-318(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-14 oc bracing. WEBS 1 Row at micipt 5-17, 5-14 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=• 2972/1022, 3-4=-2744/917, 4-5=-2431/873, 5-6=-3377/1186, 6-7=-3377/1186, 7-8=-3377/1186, 8.9_ 2744/917, 9.10=-2973/1022 BOT CHORD 2-17=- 801/2582, 16-17=-944/3376, 15-16=-944/3376, 14-15_ 944/3376, 13-14=-625/2410, 12.13— 625/2410, 10.12=-el2/2583 WEBS 4-17=-195/ 866, 5-17_ 1194/396, 5.15=0/275, 7-14=-462/282, 8-14=-401/1213, 8-12=0/380 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7- 10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.opsl; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & 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 20.0psf 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 wilhstanding 318 lb uplift at joint 2 and 318 lb uplift at Joint 10. 7)'Seml- 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 parllcular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING • V07107 daslgn Pn4msfen and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIF7473 rev. 16MMI S BEFORE USE Design valid la trse only with Milek® connoc,lors. lnls design Is based only upon pmomelers ahovnl, and h for on individual building component, not a truss System. Before use. the building designer must verify the afxxk:ablwlaproperly lly of design Inelers and InallcorpaolothisdesignIntothe over, txDt9ngdesign. Noting indicated Is to prevent buckling of IndMdud muss web and/or chord members only. Addltlonal temporary and permanent txacing Welk' 6 always regaled for stability and topreventcollapsewllhposilAopersomilInlayandpropertydamageForgenerdgullnceregadingthelabrlcallon, storage, delivery, erection taxi lxcidng of trusses and Inns systems. weANSI/IVI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information avalable from trim Plate institute. 218 N. lee Skeet. SWIe 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type ty Ply T10699910 TB0089 T06 Hip F t Job Reference (optional) Burden 1`11615Wrce. Jampa, Mont cry, Hondo 33566 7.54o a Apt to Zeta M11eK rnausrnes. Inc. woo Mar ZZ vwwlir Zvl7 rage l ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-k4gd?SXRKeGvpHJurocknDhHLdTvVIRNeGIIkmzYOy1 t-0 S9.4 It." 17-DO 23-" 2e-0-0 34.2,12 40-0-0 1.O S.L 5-2-126 0-0 6-0-0 6-0-0 52.12 59.4 1 5x6 = 30 = 3x6 = 30 = 5x6 = a Scale = 1:70.7 3K6 = to 17 ` 13 12 3x6 = 20 II 06 = 3x8 = 30 = 3x8 = 4x6 = 20 11 20-" + 29-0-0 34.2.12 + 40-0-0 5-8.4 5-2-12 9.0-0 f90-0 52.12 S9.4 Plate Offsets (X Y)-- 14:0-3-0,0-2-01,18:0.3-0,0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 Vert(LL) -0.24 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.67 13-15 >710 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.97 Horz(TL) 0.20 10 n/a n(a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 208 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 14.16: 2x4 SP No 1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. REACTIONS. (Ib/size) 2=1655/0-6-0.10=1655/0.6.0 Max Horz2=115(LC 12) Max Upli112=-300(LC 12), 10=-300(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3023/1001, 3-4=-2588/903, 4-5= 2267/861, 5.6=•2810/1010, 6-7=-2810/1010, 7-8=-2267/861, 8.9=•2588/903, 9.10=-3023/1001 BOT CHORD 2.18_ 777/2608, 17.18=-777/2608, 16-17=-750/2759, 16-19=-750/2759, 19.20=-750/2759, 15-20=-750/2759, 15-2 1 =-751/2759, 21-22=-751/2759, 14.22=-751/2759, 13-14=-751/2759, 12-13=-787/2608, 10-12=-787/2608 WEBS 3-17=-417/253, 4-17— 205/814, 5-17=-770/286, 7-13=-770/286, 8-13=-205/814, 9-13=-417/253 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.Ops1; h=2511; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;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 pst 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 tail by 2.0.0 wide will lit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 300 lb uplift at joint 10. 7) 'Seml-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.` Q WARNING • verily dedgn Pamnatere and READ N07E5 ON rHiS AND MEUDEO IM/rEK REFERANCE PAGE i+1167473 rev. IM32015 BEFORE USE. Deslon valid fop use only with Milek® connectors. Bnls desigl is based only upon pwomefers mown, and Is lot an WN KA bu Dding component. not a truss system. Before use. the building designer must verity the appllcab9tly of design pwrainolers and properly hcorpoiato this doslgn Into Iho overall bulldhV design. 9rachg IndlCatod Is to prevent buckling of tndlvbdual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always rvgtlred for stability and to piovent Collapse with possible personal trtksy and properly damage. For gowal gidunce regarding the IablIcolkxL storage, delNery. eroctlon and brocho of husses and miss syslems, seeANSI11PI I Quality Criteria, DS11-89 and BCSI Bulkling Component 6904 Parke East Blvd. Safety Information ava0able from Inm Plate Institute. 218 N. Lee Street, Suite 312. Alexortdrkl VA 22314. Tanya. FL 33610 Jobcuss truss Type dry y T10699011 TS0089 T07 Hip 2 1 Job Reference(optional) 0111100M 1•II1il.SOurce, 1 ampa. YIon1 tiny, mono 33b66 r 64e 6 Apr 1v "Let 6 mi i on inouslnes. Inc. woo mor zz uv 66 rJ zur / rage 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-CGO?DoX35yOmRRu5Lk8zJRDPU 1 o2Es8XhvPHGCzY0y0 1'o 6-9.4 13-0-0 20-0-0 27-" 33.2.12 40-" 1 O 6•r 4 6-2-12 7-0-0 7.0-0 6 2.12 6•e 4 Sx8 = 2x4 11 Sx8 = Scale = 1:70.7 M ig 3x6 = 16 "' 14 13 12 " 10 3x6 = 20 II 4x6 = 3x4 = 3xe = 3x4 = 4x6 = 20 11 6.114 13-0 0 20-0-0 27-0-0 33.2-12 40.0.0 A.a.e fi.0.19 7.tl.r1 7.n.a fi-9.19 I;.rte Plate Offsets (XY)-- 14:0-6-0.0-2-8).16:0.6.0,0.2-81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.19 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Veri(TL) -0.51 13-14 >934 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.56 Horz(TL) 0.20 8 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 212 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1655/0.6.0, 8=1655/0.6.0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. Max Horz2=134(LC 12) Max Uplift2=-324(LC 12), 8=-324(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3002/1006, 3-4=-2438/884, 4-5=-2430/955, 5-6=-2430/955, 6.7=-2438/884, 7.8=-3002/1006 BOT CHORD 2-16=-772/2585, 15-16=-772/2585, 14-15=-772/2585, 14-17=-509/2106, 13-17=-50912106, 13.18=-510/2106, 12-18=-510/2106, 11-12=-781/2585, 10-11=-781/2585, 8-10=-781/2585 WEBS 3-16=0/ 273, 3-14=-560/309, 4-14_ 66/457, 4-13=-204/572, 5-13— 476/289, 6-13=-204/572, 6-12=-661457,7-12=-560/309,7-10=0/273 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 Extedor(2) zone;C-C for members and forces 8 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 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 III between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 324 lb uplift at joint 2 and 324 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.' WARNING - Verify dodgn pernnWors and READ N07E5 ON THIS AND INCLUDED MrrEK REFERANCE PAGE M107473 rev. id03W IS BEFORE USE Design valkd la use only with Mllek®conneclors finis design Is based only talon paiamelers shown, and is fix an Inctivldral building comporent. not a hum systom. Bofae use. Iho ixAlcOng desigrxn must vedy the oillAlcab9lty, of design parainetors and Ixoporty lncorpaoto this design Into the ove", btAdIng design. Bracing Indicated Is to prevent buckling of Individual miss wob and/oi chord members only. Adrlllional femwary and permanenl Ixachlg MOW Is always ioclu bedfoistabilityandtorxevenlcoitaplewithpossibleMasonCAkfuyandpioposydainoge. For general guidance iegatding the falxIcatkxt sioiage, delivery, eioclkxl and Ixaclng or inissos and Miss systems. seeANSIM11 Quality CAterb. DSB-89 and BCSI Buliding Component 6904 Poike Easl Blvd Safety IntormaBon available horn hum Plate Inslllule, 218 N. fee Street. Sulte 312. Alexanci t VA 22314. Tonga. Ft. 33610 Job I cuss ruse type Oty T10699912 T80089 T08 Hip 2 1 Job Reference (optional) Burlders FIslSource. Tonga, Plant Coy, Florida 33566 7 640 s Apr 19 2016 MrTek Industries. Inc wed Mar 22 09.56:14 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•gTy007YhsGW d2bTHvRlCsem WJ07tyN 1 g5a8gplzYOy7 1-0 7-94 15-0-0 20-0-0 25-" 22.2.12 40-" 1-0- 0- 7.91 7-2-12 5.0.0 "-0 7.2.12 7.9.4 1-0 6.00 F12 5x6 = 30 = 5x6 = Scale e 172.0 3x6 = 17 15 14 12 3x6 = 2x4 it 4x6 3x8 = 3x8 = 06 = 20 II 7-91 1 "-0 25.0-0 32-2.12 40-0-0 7.6.4 7.2-12 10.0.0 7-?.12 7.9.4 Plate Offsets (XY)-- 15:0-3-0,0-2.01,17:0.3.0,0-2.01 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.37 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.85 14-15 >557 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.19 10 n/a Na BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 210 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 *Except* 13.16: 2x4 SP No.1 WEBS 2x4 SP NO-3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-5-0 oc bracing. WEBS 1 Row at midpt 3.15, 6-15, 6-14, 9-14 REACTIONS. (Ib/size) 2=1655/0-6-0, 10=1655/0-6-0 Max HorZ 2=-153(LC 13) Max Uplift2=-345(LC 12), 10— 345(LC 13) FORCES. (lb) - Max. Comp./Max. Ten.. All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2966/1012, 3-4=-2295/829, 4-5=-2184/853, 5-6=-1965/831, 6-7=-1965/831, 7-8=-2184/853, 8-9=-2295/829, 9-10=-2966/1012 BOT CHORD 2-17=-769/2549, 16.17=•769/2549, 15.16=•769/2549, 15.18=-498/2061, 18.19=-498/2061, 14-19=-498/2061,13-14=-776 2549,12-13=-776/2549,10-12=-776/2549 WEBS 3.17=0/301, 3.15=-682/380, 5-15=-1551650, 6-15=-324/178, 6-14=-324/178, 7-14=-155/650, 9.14=-682/380,9.12=0/301 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=6.0psf; h=251t; Cat. II; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Exterfor(2) zone;C-C for members and forces 8 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 psf 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplill at joint 2 and 345 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks with fixed heels' Member end fixily model was used in the analysts 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 parlicular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity dosfgn parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE 0111I1-7473 rev. IGA""IS BEFORE USE. Design valid fa ttse only vAlh MllekO connectors. Tnls design Is based only tlparn parameters shown. and 1s for an Individualual bidding component. not a truss system. Beloo use. Iho btAlWng designer musl verily She OF41colAlly of doslpn Moinelos and rxopody Incorpoiale this design Into the overall btdding design. Bracing Indicated Is to rxevenl rxack9ng of tWMdt al In= web and/of chord members only. Additional temporary and permanent Ixacing WOW Is always ie"ed to stability and to rxeverd collapse wllh possible personal "(nd piopeAy dtanage. For general guidance regadlng taxi k"Icotkxn, storage, delivery, erection and biocing of trusses and Irtrar systems, seeANSi/TPI I Ouailly Cdteilo, DSB-89 and SCSI Bultding Component 6904 Parke East Blvd Safely Ir4wmallon avullahle from bias Plate InstlMe, 218 N. Lee Sleet, Suite 312, Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Type • yply T106999/3 T60089 T09 Root Special 1 1 Job Reference (oDtionep aarraeM F944b0t1rce. Pampa. rani vny, rn7nas J3boo 1AAV a Apr IV zV11b MOP ax mausnres, Inc. W ea may zZ u9:bb:14 zul r raps I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-gTyOO7YhsGWd2bTHvRlCsemYiO7XyHRgsa8gptzYOy? 13.10-0 16-B-0 21-5-0 29-" 34.2.12 W:2 1-0 7-2.4 6.7-12 2.10-0 4-9.0 7.7.0 5 2.12 5.8 d -0 6.00 12 Sx6 = Scale = 1:73.3 3x6 = /9 „ 16 Ie N 15 c, 1» 13 12 3x6 = 20 II 4x6 = US = 3x4 = 3x8 = 4x6 = 20 II 7-2.4 + 1310-0 I 21-5-0 + 2900 + 34.2•t2 I 40.0.0 1 7.2-d 6-7.12 7.7.1711 7-7-n 52.12 s.G.e Plate Offsets (XY)-- 18:0.3.0,0.2-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.24 15-16 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Ven(TL) 0.65 15-16 727 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(fL) 0.21 10 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 214 Ib FT = 204b LUMBER - TOP CHORD 20 SP No.2 'Except' 6-8: 20 SP No.1 BOT CHORD 20 SP No.2 WEBS 20 SP N0.3 REACTIONS. (lb/size) 2=165510.6.0, 10=1655/0-6-0 Max Horz2=-142(LC 17) Max Upli112=-333(LC 12), 10=-451(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.6.4 oc bracing. WEBS 1 Row at midpt 6-16, 7-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/1015, 3-4=-2385/859, 4.5=-2284/882, 5.6=-2295/903, 6-7=-2852/1073, 7.8=-2270/880, 8-9=-2588/922, 9.10=-3022/1013 BOOT CHORD 2.18_ 777/2572, 17-18=-777/2572, 16-17— 777/2572, 16.19_ 755/2713, 19-20=-755/2713, 15-20=-755/2713, 15.21=-783/2852, 14-21=-783/2852, 13-14=-783/2852, 12-13=-798/2607,10.12=-798/2607 WEBS 3.18=0/287, 3-16=-626/336, 5-16=-594/1741, 6.16=-1473/584, 6-15=-121/332, 7-13= 737/243,8.13_ 182/764,9-13=-414/242 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=4.2ps1; BCDL=6.Ops1, h=2511; Cal. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;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 lot 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, with BCDL = 10.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at Joint 2 and 451 lb uplift at joint 10. 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.' A WARNING . Vally design paremotors and READ NOTES ON THIS AND INCLUDED M/7EK REFERANCE PAGE lllli7473 rev. IGUM1S BEFORE USE Design vatkd too use only Win, MOO connoctors. W& design Is Lxned only upon parametors stwwn. and Is for an IrxlMdual building component. not o huss systarn. Before use. the tuBdng designer must verity the al3lAlcolAly wrofdesignrametorsril poand Incorpaato Ihk design Into the overall Iuodkrg design. Bracing Indicated Is to prevent budding of trxlviducl truss web auxl/or chord memhoo3 only. Addron l temporary, dual perma nenl bxdlcing M iTek' Is always w-cluired loo sic"Ity and to rxevenl cdl(nse wllh posUe porsorxi Injury dux] propedy dranage. For general gulldusco regdnating the labxk:atlon sloodogo, delivery, eoecli n anal bocrclrlg of tnrssos andl IR= systems. soeANSI/TPI I Cuaily Cdledo, DSB-89 and SCSI Building Component 6904 Porke East Blvd. Safety Information avtilatle 110M IRsss Plate Institute. 218 N. Lee Street, Suite 312, Aloxandilm VA 22314. Torrpo. FL 33610 Job Truss P russ I ype 'y Ply T10699914 780089 Tt0 Roof Special t t1 Job Reference (optional) augers husibaurce. I amps, rroni Gny. Ylanda 93566 164u s Apr 19 zut6 mnn ern nnousrlres. inc. WOO mar zz u9:Sa:10 Zvi r rags t I D.YPdNv2JXSeH2BW kHvoslYgz4GmX•8f WmeTZKdZeUgk2TT9AROsliPgUxhlAgKEuNL5zYOy_ t•0 7.2.4 t3 -0-0 18.8-0 24.10.0 31-0-0 T'2 2 To 0-0 1-0 7-2.4 6.7.12 4.10-0 6-2-0 6 2-0 4-2•t2 4-9 5x8 = 6.00 12 Scale = 1:73.3 3x6 = - 15 14 12 US = 3x4 = 4x6 = 5x8 = 2x4 II 4x6 = U8 = 18.8-0 i 24.10-0 ( L:2-0 + 40-0-0 m1111 aA11 F-211 R.N wn.n Plate Offsets (KY)-- f8:0-3-0,0-2-01,115:0-2-12.0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.42 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -1.01 15.17 >467 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz( L) 0.19 10 We we BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 205 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No 3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.4.6 oc bracing. WEBS 1 Row at midpt 5.15, 7.12 REACTIONS. (lb/size) 2=1655/0.6-0, 10=1655/0.6.0 Max Horz 2=142(LC 12) Max Uplift2=-333(LC 12), 10=-451(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2969/1028, 3.4=•2775/1025, 4.5=-2758/1050, 5.6=-3973/1480, 6.7_ 3437/1235, 7-8=-2422/892, 8.9=-2738/940, 9-10=-2974/1049 BOT CHORD 2.17- 790/2557, 16-17=-511/2019, 16-18=-511/2019, 15-18=-511/2019, 14-15=-955/3266, 13.14=-955/3266, 12.13=-955/3266, 10.12=-836/2586 WEBS 3-17=-377/332, 5.17=-228/674, 5-15=-875/2548, 6-15=-2040/847, 7-15=-75/346, 7-12=-1058/386,8.12=-233/910 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.Opsl; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and lorces & 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.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 = IO.OpSL 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 2 and 451 lb uplift at joint 10. 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.' Q WARNING - VerW dadfin pentmetwo and READ NOTES ON THIS AND WCLUDED MI7EK REFERANCE PAGE MI7473 rev. 1011 OIS BEFORE USE Design valid for use only with Mllek® connectors. R* design Is basod only upon paanelors shown, and Is for an btdlvidual Wilding component. not a truss syslem. B done use. iho br9alng doslgnen n nusl vody the aprAlcobllty, of design paanetors and properly l ncorpoiote ink design Into the overall building design. Mocing Indicated Is to IndividualeventbuctdingofInddual foweb and/or chord members only. Additional temporary and pemtx ranont acingWOW k ahvaysregtbedIwstabilityandtopreventcoilysewithpossbloMsonalhJrnyaidIropedydamage. For general guidance it%"dkng ffw IoblcatkxL storage, delivery. enecllon and baclrV of tomes and tons systems swANSI/1PI I Dually Criteria, DSB-89 and SCSI Building Component 6904 Perks East Blvd. Safely Information available from hum Plato Institute. 218 N. Leo Street. Suite 312, Alexandrkx VA 22314. Tornpo, FL 33610 Job T russ truss type ty Ply 710699916 TB0069 T11 Root Spetml Girder 1 2 Job Reference (optional) tsuUaers Frrstbource. Iart40, rlem GGy. Ylooae 335bb 7.64 o s Apr lv Le1b MI r ex Inoustrres. Inc. W &o MOr LZ uv:bb t r cut 1 Vogel ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-42dW 29ba9BuCv2BsaaCvUH021e9a9bS7oYNUOzzYOxy t-0 7.2.4 13-10-0 20.8-0 26.10-0 33.0-0 36.2.12 40'0-0 1.0 7-2 4 6 7.12 6 10-0 6 2-0 6.2.0 32-12 38d Scale = 1:72.8 Sx6 = 6 OD F12 20 II 5x8 = Sx8 = 2x4 II 7x10 = 4x6 = 4x10 MT20HS = 7.2.4 13.10-0 20.8-026.10.0 33-0-0 40 0 I 7ae + alnn A9n I f9l1 + 7-M Plate Offsets MY)-- 16:0.5-4,0.3.41,(8:0.6-0.0-2-81,110:0-3.8,0.1.11.114:0-5.0,0.4.81 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 14-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 089 Vert(TL) 0.83 14-15 573 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.17 10 n/a rl/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 473 lb FT = 200% LUMBER - TOP CHORD 2x4 SP No.2 "Except' 6. 8: 2x4 SP M 31 BOT CHORD 2x6 SP No-2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc pudins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. WEBS 1 Row atnlidpt 6-16 REACTIONS. ( Ib/size) 2=246610.6-0, 10=3703/0-6-0 Max Horz2=142(LC 8) Max Upl1112=-591(LC 8), 10=-1093(LC 9) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4780/1082, 3-4=-4219/1079, 4-5=-4204/1104, 5-6=-4210/1067, 6-7=-10295/2880, 7- 19=-10294/2880, 19-20=-10294/2880, 20-21=-10294/2880, 8-21=-10295/2880, B-9=-7417/2168, 9.10=-7468/2192 BOT CHORD 2.18=- 996/4174, 17.18=-996/4174, 16.17=-996/4174, 15-16=-2304/9231, 14-15=-2300/9231, 14-22=-1810/6649, 13-22=-1810/6649, 13-23=-1810/6649, 23.24=-1810/6649, 12.24=-1810/6649, 10.12=-1867/6546 WEBS 3-18=0/ 265, 3-16=-580/328, 5-16= 779/3282, 6-16=-6213/1804, 6-14_ 939/1431, 7.14=-503/394, 8-14=-1028/4181,8.12=-21l730, 9.12=-187/281 NOTES- (12) 1) 2- ply truss to be connected together with t Od (0.131 "x3") 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 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc, Except member 7.14 2x4. 1 row at 0-7.0 oc. 2) All loads are considered equally applied to all plies, except It 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7- 10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl, BCDL=6 Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent With any other live loads. 8) " 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. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of Withstanding 591 lb uplift at joint 2 and 1093 lb uplift at joint 10. 10) "Semi - rigid pitchbreaks With fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 74 lb up at 27.2.12, 159 lb down and 140 lb up at 28.11-4, and 159 lb down and 140 lb up at 30.11.4, and 277 lb down and 266 lb up at 33-0-0 on top chord, and 2003 lb down and 479 lb up at 27-2-12, 86 lb down at 28-11-4, and 86 lb down at 30.11.4, and 311 lb down and 93 lb up at 32- 11-4 on bottom chord. The design/selection of such connection devlce(s) is the responsibility of others. o tnue on page Z WARNING - yerlly design plroln& l&re and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIF7473 rov. 10,032015 BEFORE USE. Design valla for use only with Mllek® connectors. This design k based only upon parameters shown. and Is for an hdMdtral IxddbV component, not wt a kuss syslem. Buloreuse. Ito Ixdcing designer must verily file applkabllly of design parameters and properly kncorporato this design Into the overall building design. Bracing lixftated Is to prevent bucklI ng of individual frass web aril/or chord members only. Additional temmo y and permanent txockV WOW Is always recquired forstablltyandtopreventcollapwwllhposslAepersonalIrnpayandproWdydamage. For general guidance regarding the kAxIcollm stdxage, delivery, election and bracing of irises and Inrss syslems, seeANSI/1PI I Quality Criterlo, DSB-69 and SCSI Building Component Safely Information ovalic"o from buss Plate Institute, 210 N. Lee Street, SJte 317- Alexandria. VA 22314. 6904 Pork& East Blvd. Tompo. FL 33610 Job Truss Truss Type ry Ply T10699e15 T80089 T I II Roof Specrol Grader 1 A2 Job Reference (optional) Budder* FkslSource. Teripo, MM Goy. Mride 33566 7.64v s Apr ,8 ZVI b NUr ex maus,rres, rn0 w90 mar zz vN:bb:i f zvi f voge z ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-42dW29ba9BuCv2BsaaCvUH021e9a9bS7oYNUOzzYOxy 12) 'This manufactured product is designed as an Individual building component. The suilability and use of this component for any particular building is the responsibilityof 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) Vert: 1.5=-60, 5-6— 60, 6-8= 60, 8-11=-60, 2-10=-20 Concentrated Loads (Ib) Vert: 8=-181(B)12=-311(B)19=-4(B)20=-119(B)21=-119(B)22=-2003(B)23=-62(B)24_ 62(B) Q WARNING - Ved r IeWyn panumfere and READ NOTES ON TNIS AND INCLUDED MrTEK REFERANCE PAGE M&1473 rev, IO`MMIS BEFORE USE. Design valki lot use orgy vAlh MnekO Connectors. This design Is based orgy u{»n mamolers shown. and Is lot a, Individual building component, rat a taus system. Bolae use, the building design al must verify the axlllAlcdXlty of design pararneters and propwly r corp"ote this design Into the overall building design. Bracing Indicated Is to pfovent Welding of bxJMduc4 Inns web and/a chard members only. Ac" lonal temporary and permanent bracing M iTek' Is always required la stability and to prevent collapse with possitAe petsonal hpsy and propony dancgo. For gerwrd gukfuae regadhg the 69M Porke East Blvd storage, dollvery, erection axxl bxacing of trusses and Intl systems. SMANSI/TPI I Quality Crlterto, DSB-89 and BCSI Sullding Component Torryo. FL 33610 SafetyInformationavailablefromTrussRateInstitute, 218 N. Lee Skeet, Sullo 312. Alexandkl VA 22314 Job Truss ruse ype ty ply T106999t6 TBOO89 712 lirp 1 1 Job Reference (optional) auttoers Yasibource. I anrpa, ram cny. Ytonoo 33boo r.WN 6 API 111 zule MII ex Inousines, Inc. urea Mar zz av:ao.l r zur r rage 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-42dW 29ba9BtICv2BsaaCvUH06leDG91x7oYNUOzzYOxy 1-0-0 6.0.4 13-0-0 14.8.0 20.10.12 27.2-0 1.0.0 6.9.4 6.2-12 1.8.0 6.2.12 6.3.4 06 = 4x6 = 4 I 5 30 = "I ISx6 II 2x4 11 30 =3x4 = 3x4 = 20 11 6.9-4 i 13-" 14.6 0 20.10.12 27.2-0 Q-A 6.2.12 1A•a 6.2-12 6.3.4 Scale = 1:50.2 Plate Offsets MY)— 12:0-2-O,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.10 11-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) 0.25 11-12 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 7 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight- 137 lb FT = 20°6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEDGE Right: 20 SP N0.3 REACTIONS. (lb/size) 2=1151/0.6.0, 7=1072/Mechanical Max Horz2=142(LC 12) Max Uplift2=-271(LC 12), 7=-230(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1928/673, 3.4=-1332/545, 4.5=-1112/545, 5.6=-1331/545, 6.7=-1890/662 BOT CHORD 2-12=-506/1636, 11-12=-506/1636, 10-11=-226/1112, 9-10=-226/1112, 8-9=-493/1588, 7-8=-493/1588 WEBS 3.12=0/288, 3.11_ 636/320, 4.11=-103/351, 5.9=-99/346, 6.9=-589/305, 6.8=0/280 Structural wood sheathing directly applied or 3-7-14 oc puriins. Rigid ceiling directly applied or 8-0-13 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=4.2ps1, BCDL=6.Opsl; h=25fl; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;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 nonconcurrenl 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) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 230 lb uplift at joint 7. 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.' A WARNING - Verily design paremotors and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE MD-7473 rev, I&OW IS BEFORE USE Daslgn valid lot use only wllh MlleW connectors. Rb design Is based only upon pruamelers shown. and Is for an Individual ImIcOng component not a truss syslem. Before use, Me, building deslgnei I nust vosly the "Ica Ally of doslgn parameters and properly Incoq>aato ank design Into the ove". finking design. Bracing Indicated Is to prevent buckling of Individual Inks web aril/or chord members only. Additional temporary and permanent trackV MOWIsalwaysrequitedforslotAllyandtopreventcollapsewllhrxn" petsorxl hpny and property dnnage. Fos gerxnul guickme regardirg the fabilcalkrn, sloiago, delivery, eiecllon curl bracing of Ingesand Ing systems soeANSI/IPII Quality Criteria, OSS-89 and SCSI Building Component 6904 Porke East Blvd. Sauey Information avaAable ham bug Plate Inslltule, 218 N. Leo Street. Sidle 312, Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type Ory Pry T10699917 TB0089 T13 Hip 1 1 Job Reference (opUonaO Cuooers I•prsll. ource. i orrbo, riam wry, 1•I01100 a3bbb 1.b4u * Apr IV L016 NO OK mousmes. me woo Mar zz Ve bb le zuI / voge I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-ZEBuGVbCwU 13XCm28Hj80UwIs2aYuArGOC62xOzYOxx t-0-0f 5.9.4 I tl-0-0 1 16.8-0 1 21.10.12 27.2-0 1 PO 5.9.4 5 2.12 5.8-0 6.2.12 5.3.4 5x8 = 4x6 = Scale = 1:48.5 I d 30 = 3x4 = - - Sx6 = 2x4 11 3x4 = 3x8 = 2x4 11 3x12 MT20HS II 5.8 4 11 0 16-8-0 21.10.12 27.2-0 fi.A.d F.9.19 F..R.n 5.9.19 5.4d Plate 011sets (),Y)-- 12:0.2.O.Edael,14:0.6.0.0-2-81,17:0.0-0.0.2-61.17:0-3.4,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) ddefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ven(LL) 0.07 11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.20 9-11 999 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.09 7 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 140lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (Ib/size) 2=1151/0-6-0, 7=1072/Mechanical Max Harz 2=123(LC 16) Max Uplilt2=-254(LC 12), 7=-212(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 3.10.3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8.1-7 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1958/668,3.4=-1486/571,4.5=-1259/557, 5.6=-1475/567,6.7=-1909/656 BOT CHORD 2-12=-513/1668, 11-12=-513/1668, 10-11=-290/1269, 9-10=-290/1269, 8-9=-497/1607, 7.8= 497/1607 WEBS 3-11=-469/256, 4-11=-58/380, 5.9=-52/367, 6-9= 416/241 NOTES- (10) 1) Unbalanced roof live loads have been considered lot this design. 2) Wind: ASCE 7-10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;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) All plates are MT20 plates unless otherwise indicated. 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.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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2 and 212 lb uplift at joint 7. 9) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 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.' rA WARNING - Verily design por*motors and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE NO-7473 rev. IM37015 BEFORE USE Design valid lop use only vAth Mllek®conneclors ltils design b rased only upon pasamelers shown. and b for an Individual budding component. not a buss system. Boloie use. the building deslgnoi must voilN the applicability of design poiametois anrd plop erly Incotpoiate this design Into the oveiall building design. Boeing Indicated Is to pevenl buckling of Individual truss web and/a chord members only. Addlllonal lemporafy and permanent biocbtg Welk' Is always eec"ed for stability and 10 prevent collapse wllh possible poisonal b*" and pioperty damage. Fix general gukdance regaiding the tab ilcalkxn. storage, delivery. erection and bracing of banes and inns systems. secANSUIP11 Quality Criteria, DSB-89 and BCSI Building Component 6004 Pork* East Blvd. Safety Information ovallable from buss Plate Inslltute. 2)8 N. We Sheet. Suite 312. Alexandria VA 22314. Torrgo, FL 33610 Job uns ruse ype ' ty Ply T10699918 T60089 1':4 Hip t 1 I Job Reference (optional) Rudders Firsl5ource. lonvo. Pant city. Fbndo 33566 7 640 s Apr 19 2016 MTek Industries. Inc. Wed May 22 09.56 19 2017 Pogo 1 ID.YPdNv2JXSeH2BWkHvoslYgz4GmX•IOIHTrcggo9w9MLF ENZiTTJRgSde4PFssbTszYOxw 1 0-0 4.8 4 9 0-0 13.10.0 18.8.0 22.10.12 27.2-0 1 0-0 0.9 4 4.2.12 4.10-0 4-10-0 4.2.12 P 4-3-4 4x6 = 3x4 = 4x6 = Scale = 1:49.2 3x8 = 3x6 = 5x6 = 3x8 = 3x8 = 3x12 MT20HS I I 9 0 18-8.0 27-2-0 9-0.0 948-0 ".0 Plate Offsets ()1Y)-- 18:0-0-0,0-2-61. I8:0-3.4,Edge] LOADING ( psf) SPACING- 2-0-0 CST. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.13 2-11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,86 Vert(TL) 0 38 9-11 847 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.09 8 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 134 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3.11.2 oc pudins BOT CHORD Rigid telling directly applied or 7-10.7 oc bracing. REACTIONS. ( lb/size) 2=1151/0-6-0, 8=1072/Mechanical Max Horz 2=104(LC 12) Max Uplift2=-233(LC 12), 8=-191(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1924/695,3.4=-1658/574,4.5=-1439/559,5.6=-1416/554, 6-7=-1632/569, 7- 8=-1854/673 BOT CHORD 2-11=-546/1662, 10-11- 434/1591, 9-10=-434/1591, 8.9=-519/1578 WEBS 3-11_ 273/238, 4.11=-90/476, 5-11=-300/178, 5-9=-328/179, 6.9=-88/465 NOTES- ( 10) 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.Ops1; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MW FRS for reactions shown; 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 nonconcurrent with any other live loads. 6) ' 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at Joint 2 and 191 lb uplift at Joint 8. 9) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) ' 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.' O WARNING • Verify design paremerere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE NIF7473 nv. 1a034015 BEFORE USE. Design valid (of use only wllh Mlloln® connectors. This dosign Is Ixmed only upon Parameters slwwn. and Is rot an Individual LuDding component. not a Suss systein Before use, the building designer must verily the uWlc Ally of design pasamelors ad propedy kwowAxato this design Into The overall bulding design. Biochg Indicated Is to prevent buckling of Individual Inmwob and/of chord members only. Addillmnal lemporary and permanent txo^Jrng Welk' Is always iequftod for slab6kty and is rA0Ven1l c011apse with poss9xo r*isonal injury and property damage. For general gukkrnco regadkng Me Ialxkatbn storage, delivery, erection and bracing of lanes and trss systems, seeANSIJTPI I Quality Cdterb, DSB49 and TICS! Building Component 6904 Parke East Blvd. Safety Information avalk"o from Truss Rate ImIlMe. 218 N. Lee Street. Suite 312. Alexadilm VA 22314. Torrpo. FL 33610 Job Truss truss type ty ply T10699919 TB0089 T1S Roof Special Grader t 1 Job Reference (optional) 11VrrOelt HIMOelCO. IOrVVO, rlem tarry, rpnce 3:1Jbb r 04V a Ppt I ZVIO Mrrex reOVSUreS, Inc. WOO mar ZZ Vr:Oo IV ZV I I V090 I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX- t OIHTrcggo9w9ML Fr_ENZiTUGRxOdUHPFssbTszYOlnv 1-0-0 SS•4 10.4-0 t3.8-0 17.0.4 20.8.0 , 23-t0.12 27.2-0 4-10.12 3.4 0 I 3.4.4 3.7.12 3.2.12 - 3.3.4 Scale = 1:48.6 06 = 3x6 = v Sx6 = — Sx6 = 2x4 11 3x8 = 30 = 6x8 = 1 10.4-0 17.0.4 1 20-0 1 27.2-0554 3SS4 I + 2 6-6-0 Plate Offsets (XY)-- 19:Edge,0-1-101,f10:0-4-0,0-4-81 LOADING (psi) SPACING- 2.0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.15 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 042 Vert(TL) -0 36 11-13 >892 180 BCLL 0.0 Rep Stresslncr NO WB 0.90 Horz(rL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 162 lb FT = 2090 LUMBER- BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid telling directly applied or 9-3-15 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/slze) 9=2378/0-6.0, 2=1512/0-6-0 Max Harz 2=118(LC 8) Max Uplift9=-748(LC 9), 2=-374(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-2755/630, 3.4=-2364/647, 4.5=-2328/634, 5.6=-3682/1115, 6.7=-3718/1205, 7.8=-4131/1294, 8.9-4097/1307 BOT CHORD 2-14=-587/2387, 13-14=-587/2387, 12-13=-857/3444, 11-12-857/3444, 10-11=-962/3682, 10-15=-1074/3471,9-15=-1074/3471 WEBS 3-13=-403/233, 4.13=-465/1795, 5.13-2009/697, 5.11=-236(446, 6-11=-320/312, 6.10=-603/426, 7-10-457/1621, 8.10-103/261 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=4.2pst; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18: MW FRS (envelope) gable end zone; 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 psl 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 lit between the bollom chord and any other members. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 748 lb uplift at joint 9 and 374 lb uplift at joint 2. 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) 1236 lb down and 382 lb up at 20-8-12, and 445 lb down and 238 lb up at 22.7.4 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) Van: 1-4— 60, 4-5=-60, 5-7-60, 7-9=-60, 2-9=-20 Continued on Daae 2 A WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE N0-71173 rev, 1003'"IS BEFORE USE. Design valid for use only with Mllok® connectors. 11% design Is txwd only ut»n Parameters shown. and Is la an Individual Ixilldlng component, not a Truss system. Below use. the txdkft designer mull verify the applicability of design pararnetets and properly Yncorpotafe This design Into the overall hsdlding design. Bracing Indicated Is to prevent budding of Individual truss web and/ot chord members orgy. Additional tompotary and 1Mtmanenl txocing M iTek' Is always tegulre d low stc&Ally and to pnevenl collapse wllh possUe ponsorxi Mpay and pooped damage, for genetal gukknce regaralng the foLvicalbn, storago, delivery, etecllon and boating of kusses and Miss systemL seeANSI/IPI I Quality Cdtarlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information avalluble from Inns Rate knslltute, 218 H. Leo Sheet. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type Sty T10699919 TBOO89 TIS Roof Speciol Guder II t Job Reference (optional) auea*rs FaerloUFCe, I Onpe. tyro Vim, norwo J.sioo r My a rpr " au to mo ss mrauar wa. me . . ve c ID:YPdNv2JXSeH2BW kHvoslYgz4GmX• t OIHTrcggoMMLFr_ENZTUGRxOdUHPFssbTszYOxw LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=-1236(B) 15=-445(B) Q WARNING • Ved/y d*elyn paremalm, and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MA4473 rev. 10,0302016 BEFORE USE Doslgn valid lot use only with Milek® connectors lhh design is based only upon pmamneters shown, and Is for an Individual LAjWhg component. not a Uuss system. Below use, the buitdng designer roust verify Ilto oppllcab011y of design lxxometers aril properly Ineorporato this design Into the overall Ixldkng design. 14ocing Indicated Is to prevonl buckling of Individual iruswob and/or chord members only. Additional temporary and potmononl Mating MiTek' Is always w4ted for skm9tiy and to prevent collapse vAlh possible personal Way and properly darnage. For general guidance reWNdtng the fabrication. storage. delivery, erection and bracing of buses and Iris systems, seeANSI/IPI I Quality Criteria. DSO-89 and SCSI Building Component 6904 Pork* East Blvd. Safely Information available from Uus Plate Institute, 218 N. Leo Sheol, Sulle 3 1 Z AJoxandria. VA 22314. Torrpe, FL 33610 Job T FUSS TrUSS Type ty T10699920 T80089 T16 Common 3 1 Job Reference (optional) UUYaers 1-a8llaurce, r arrq)a. rom cey, morrao 3;fzoo i "v s nPr r v tutu mr r erg movsares. rm. ev mar cc w.00 cv cv r i ruve r ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•VdJlhBdSR6HnnWwRFlmcSvOgHrF1M7dZUWbS?IzYOxv 1-0.0 10.4.0 I 15.2.12 20-e•0 0-0 5•Sd 4.10.12 4.10.12 5-6-4 Scale - 136.8 4x6 = 30 = 30 = 3x4 = 30 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(rL) -0.20 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.04 6 n1a n/a BCDL 10.0 Code FBC2014lrP12007 (Matrix) Weight. 93 lb FT = 20°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6.5 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 6=812/Mechanical, 2=891/0.6-0 Max HOTZ2=117(LC 12) Max UpIUt6=-181(LC 13), 2=-218(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1396/512, 3-4=-1229/509, 4-5=-1256/521, 5-6=-1415/527 BOT CHORD 2.9=-379/1178, 8.9=-167/799, 7-8— 167/799, 6-7=-397/1219 WEBS 4.7=.173/494, 5.7=-314/260, 4-9=-153/454, 3-9=-285/245 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=251t; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exierior(2) zone;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.Ops1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 6 and 218 lb uplift at joint 2. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design o1 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.' A WARNING- Verify design peramotem and READ NOTES ON THIS AND INCLUDED MITUK REFERANCE PAGE M1167473 rev. f0OMIS BEFORE USE. Design valid for use only with MlteW connoclors. this deslgn Is lwsed only upon Parameters shown. and Is lot an kxlivkkKtl txrlding component. not a puss systern. Before use. the bullcAng deslgnet must verify the applicatAlly of desl®1 ro>arnoters and properly incorpaato thisdoslgn Onto Ito overall btAdng closlgn. Bracing Indicated Is to prevent t>ucklirrg of kKOvklud truss wot> and/or chord members only Addilkxral temporary and rxlrmanent txacing MOW Is always required for sic"Ity, and to prevent coltarxw with posslAe poisond Inksy aril property danage. For genOtal guidance rega (Ing 90 laIxIcatbn, storage, delivery, erecllon and txocing of misses and Inrss systems, seeANS1/TPI I Quality criteria, DSB49 and BCSI BuBding Component 6904 Parke East Blvd. Salary I1110MMUCn ava90M0 horn truss Plate InstlMe. 218 N. lee Street, Suite 312. Alexandria. VA 22314. Tompo. FL 33610 Job Truss russ ype ryPly T80088 T17 Rool Special 2 1 Job Reference (optional) T10688821 Blllldele F118150Urce. 1 orrpa. Vint filly. Florida 33565 7 54V S API lv ZU15 MII ex Inauslrles. me wea mor zz vv:55:Z1 zui r Yoge 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX•zpt 1 uXe4CPPeOfVdpPHre7YsCFePSaAiiALiXIZYOxu 1-0-0 5.5.4 104-0 15.2.12 20.8-0 .21.8-0 1-0-0 5.5.4 4.10.12 4.10.12 5.5.4 1-0-o Scale = 1:37.3 4x6 = jo 3x4 = 3x4 = 30 = 30 = 30 = 7-0.13 13.7-3 20.8-0 7.n.IA &A—q 74).1a Plate Offsets (KY)— 12:0.2-O.Edgel.16:0-2-O.Edgel LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.27 V@n(LL) 0.05 B-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Verl(TL) 0.15 8-10 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horc(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 95 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=887/0-6-0, 6=887/0-6-0 Max Horz 2=- 1 08(LC 17) Max Uplift2=-216(LC 12), 6=-216(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1359/509, 3-4=-1202/503, 4-5=-1202/503, 5-6=-1359/508 BOT CHORD 2-10=-354/1160, 9-10= 144l781, 8.9=-144l781, 6.8=-356/1160 WEBS 4-8=-152/444, 5.8=-289/246, 4.10=-153/444, 3-10= 289/246 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-10.4 oc bracing. NOTES- (7) 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. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces 8 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withslanding 216 lb uplift at joint 2 and 216 lb 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.' 0 WARNING - Verrry design peremetwa and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MIF7073 rev. 1W"OIS BEFORE USE. Design valld for use only with Mnek® connectors This design Is based orgy upon poiameters shown. and Is for an b dlvkW building component, not a truss syslem. Before use. tho building designer must verify the applicability of design poameters and lxopeily Incow"ale this design Into the overall building design. Booing Indicated Is to rxevont buckling of Individual tnrss web and/or chord members only. Addtlonal temporary and permanent lxoclng M iTek' Is always required t(x stablllty arxd to pieveni collapse wllh pos"o pessorxA b*xy arxd properly dona0e For general 0lddance regarding the labrlcatIm stoi(1De, delivery, erection and bracing of trllses and Inrs mssysteweAN41/TPI t Quality Cdtefb, DSS-89 and SCSI Wading Component 6904 Parke East Blvd. Sorely I=11on avc0ablo from puss Plate InstiMe, 218 N. Lee Street- Suite 312, Alex(Nwhkx VA 22314. Terry&, FL 33610 Job cuss Truss Type y T10699922 T80089 T19 Hip 1 t Job Reference (optional) Built ers FIre150urCo. Iarrpo, Prom udy. Honda 33566 7 e4u a Apr la Zel6 Mr r ex rnddStne6. rnC. VV60 Mor ZZ UV'bb Zl Ze1 / rage 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-zpt 1 uXe4CPPeOtVdpPHre7Yt2FZr5aNrlALrXlzYOxu 1-00 4.9.4 9'0 11.8.0 15.10-12 20-8-0 21.6-0 t-0-0 I 4.9 4 I 4.2.12 2.8.0 4-2.12 4.9.4 I t 00 Scale = 1:37.9 06 = Sx8 = fg 3x6 = 3x4 = 3x6 = 34 = 3x8 = 9 0 0 1120.8-0 o. n.n 9A.n a.n.n Plate Offsets (XY)- 12:0.2.8.0.1-e1.15:0.6.0.0.2-81.17:0-2-8.0.1-81 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.12 9-17 999 240 MT20 244/19D TCDL 10.0 Lumber DOL 1.25 BC 0.68 Ven(TL) 0.31 9-17 795 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(rL) 0.04 7 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.11-11 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.1-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=887/0.6.0, 7=887/0.6.0 Max Horz 2=96(LC 12) Max Uplilt2- 205(LC 12), 7=-205(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1347/554, 3.4=-1057/418, 4.5=-894/417, 5.6= 1056 418, 6-7=-1347/554 BOT CHORD 2-11=-403/1160, 10-11=-176/893, 9-10=-176/893, 7-9=-404/1160 WEBS 3-11=-312/259, 4-11=-55/268, 5-9=-55/268, 6-9=-312/259 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.Opst; h=2511; Cat. II; Exp B; Encl., GCpi=0.18, MW FRS (envelope) gable end zone and C-C Extenor(2) zone;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 psf 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 205 lb uplift at joint 2 and 205 lb uplift at joint 7. 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' Q WARNING . VoNly dedyn penmelore and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MX7473 rev. I&CMIS BEFORE USE. r. Design valid la use only with MnekO connectors, this design Is based only upon paamelers shown. and Is rot an Individual lidding component, not a truss system. Before use, the building dosigrter roust verily the applicability of deslgrt parameters and pxopesly Incospotate this design Into the over,. IAdding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional tompaary and permanent bracing MiTek' Is always requlred for slablllly and to prevent collapse with possible personal Irtpay and proljerly dlanage. For general guidance regaling the fabrication, storage, delivery, erecllon and bracing of trusses and Intl systoms, seeANSI/rPl1 Quality Cdtorla, DSB-89 and SCSI Bulldbng Component 6904 Parke East Blvd Satoy Intormdtlon avallabte Isom truss Mate bhstlk e. 218 N. foe Street. Suite 312. Adexaxdrla. VA 22314 Torrpe, FL 33610 o russ ruse Type y iT10699923 TB0089 Tt9 Hip t 1 Job Reference (optional) anyu. rwn, many. r-- JQJOO /."V a PIPr IV ZV lb MI ex rnVU51111ee. rn0 vraa Mar ZZ VV:7b:9Z ZV1I rage 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-R7RP6tejzjXUOp4pN7o4BK5xnfzkq 1 Vsxg4F4BzYOxt 1 • 1-0.0 i 7-" + 13-e-0 i 20-8-0 12 1-0-07.0.0 6-0-0 7-0-0 1.O.0 Us = 4x6 = Smote = 1:37.9 3x6 _ 20 11 3x4 = 34 = 3x6 = I 7-0-0 1 13-B-0 1 20-e-0 711. 11 f.A.11 7J J1 Plate Offsets (XY)-- 13:0.6-0.0-2-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.04 9-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.13 9-12 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 88 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=887/0-6.0, 5=887/0-6-0 Max Horz2=77(LC 12) Max Uplllt2=-188(LC 12), 5=-189(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1247/389, 3-4=-1038/406, 4-5=-1247/388 BOT CHORD 2.9=-216/1032, 8-9=-213/1038, 7.8=-213/1038, 5-7=-216/1032 WEBS 3-9=0/263, 4.7=0/264 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-9 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=4.2psf; BCDL=6.Opsh h=251t; Cat. 11; Exp B; Encl., GCpf=0.18; MWFRS ( envelope) gable end zone and C-C Extedor(2) zone;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 nonconcurrent with any other live loads. 5) ' 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 lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 188 lb uplift at joint 2 and 189 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) ' 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 . VOdly design pan naton and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1107473 rev. 1001016 BEFORE USE Design vdid for use orgy vAth M1106 connectors. This deagn b based only upon parameters shown. and Is lot an Individual building component. not IS trusssystem. Before use, the building deslonei must vedfy the applkoral properly Incotporato this design Into the overall b Lddklg design. ®acing Indicated Is to prevent buckling of Individual truss web and/or thud members only. AddIlorwl lempaary and peanorwnt boctng MOW Is alwaysrequiredforstabilityand10rxevenlcollapsewithpossiblepetwrxitrayandpropertydamage. Rx general gr/dtrlce tegadrlg the fabxk:olkxt storage. delivery, erection and bracing of tnrsses and truss systems seeANSt/TP11 Quality Criteria, DSB-89 and SCSI Wilding Component 6904 Parka East Blvd. Safety Irgormallon ovalialble from truss Plate InsOMe. 218 N. lee Street. Suite 312. Alexarldrla. VA 22314. Tompa. FL 33610 oF uss Fuss Type ty Ply T106M24 TB0089 1,'20 HIP GIRDER t 2 Job Reference (optional) GunaeD hVsl ~C6. 1arr40. rraM tmy, ranee uubbb 1 64V a Apr ne ZU76 MneH rnausrrr99. rnC wee Mop ZZ VV be ZO ZVl F rove 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-vB?rUCILk 11LezfOxgJJjYeDj3lOZSZ?AUgpcdzYOxs 1-00 10.4-0 15-0-0 20.8-0 1-0-0 5-" 5.4-0 5.4-0 5.0-0 Scale = 1:37.9 5x8 = r 20 II 5x8 = a 3x4 = 2x4 II 8xt2 = 20 II 30 = 5-0-0 10.4-0 1"-0 20-8.0 F.a.a S.d.A S-d11 S.NLn Plate Offsets (xY)-- 13:0.6-0,0.2-81,15:0.6-0,0.2-81,19:0-2-8,0.4-81 LOADING (pst) SPACING- 2-0-0 CS1. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Verl(LL) 0.07 9.10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert( L) 0.15 9-10 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0,03 6 n/a We BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 219 Ib FT = 20%* LUMBER- BRACING TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1402/0.6.0, 6=1122/0.6-0 Max Horz2=58(LC 12) Max Uplift2=-384(LC 8), 6=-260(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2758/847, 3-4=-2795/855, 4-5=-2866/899, 5.6=-2040/536 BOT CHORD 2-10- 731/2414, 10-15=-735/2452, 9.15- 735/2452, 8-9=-420/1785, 6-8=-423/1776 WEBS 3-10=-95/649, 3-9=-271/450, 4-9=-363/226, 5-9=-489/1257, 5-8=0/251 NOTES- (11) 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0ps1; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 7) ' 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 lit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 Ib uplift at joint 2 and 260 Ib uplift at joint 6 9) 'Semi -rigid plichbreaks 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 loads) 172 Ib down and 223 lb up at 5.0.0 on top chord, and 100 Ib down at 5.0-0, and 566 lb down and 205 Ib up at 6-11.4 on bottom chord. The design/selection of such connection device(s) 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.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 L;ontlnuea on Daae z Q WARNING - VerNly dedgn pammolo v and READ NOTES ON THIS AND INCLUDED NNTEK REFERANCE CAGE N67473 rov. IM"015 BEFORE USE Design vdkt for use only with Milek® connectors. lMs desio n is dosed only upon parameters shown, and Is lot an Individual buBdbg component. not a suss syslorn. Below use, the IxIDdng deslgnet must verity Me apdIcabllty of design pwtarnetets and properly Incalotale fhb dc--sign Into the ovorall building design. ®acing Indicated is to rxoveni buckling of I ndMdual h=web and/or chord members orgy. Addllonal temporary ad ImnIanonl txaekng MiTek' Is always IegUked for sk"lly aril to revent coll(gm with possNe poisonFS frnlrry and propedy danage. Fa general guidance tegasding Vie tabrkallon, storage, delivery, erectlon and broc1rV of liusses and Inns systems. seeANSI/IPI I Quality Crlferb, OSS-89 and SCSI Building Component 6904 Parks East Blvd. Solely Information ovallable from ltuss Plate Insiltute. 218 N. Lee Sheet. Sudle 312, Alexandtkx VA 22314. Tempo, FL 33610 Job Truss Truss Type ty y T10690924 T80069 T20 HIP GIRDER 1 r 2 Job Reference (optional) Builders FIFSISOUrte. TOMPO, Plant City. Florida 33566 LOAD CASE(S) Standard Uniform Loads (pill) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (lb) Vert' 3— 125(B) 10=-59(8) 15— 566(B) 7.640 a APr 19 2016 MhTek InOUslnee. Inc WOO roar 22 09.56'23 2917 Page 2 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX•vB?n1CILk 11LezI0xgJJjYeDj3lOZSZ?AUgpcdzYOxs A WARNING - VerKy design panuraton and READ NOTES ON TNIS AND INCLUDED MJTEK REFERANCE PAGE 011,1111,7473 rov. faw"15 BEFORE USE. Design valid lot use only with Mllek® conneclors. Us design Is based only upon parameters shown. and Is lot an Individual building component, not a buss system. Before use. the btdlding designer must verily the orlpllcabllty, of design parameters and properly Incorporate this design Into the overall building design. Brocing Indicated Is to prevent budding of Individual Inns web and/or chord members only Ac"llo al temporary and Wmanont Mating M iTek' Is always ietaited to skLbillly arid to prevent collapse with possible peisorxi Injury and property darnage. For general guidance regcnalng to labilcatlon storage, delivery, erection and bracing of Incases and Irtm syslems. sooANSI/IPI I CuaOM Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available groin buss Plate grulllule. 218 N. Lee Shoot. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Orubs fuss ype b Tt0699925 T80089 1,.21 Common 2 1 Job Reference (optional) ra jl me. Pampa, rwnl bay, rforron ""oo r.tAV a PQF le ZVIo MI ex meValnrea. mC. WOO Mar ZZ VV;*O:ZO'LVl r V89e 1 I D: Y PdNv2JXSeH2BWkHvoslYgz4GmX-vB1rsJC1Lk I ILezfOxgJJ)Ye7?3lzZUN?AUgpcdzYOxs t -0- 0 I 6.10.0 I 13-0-0 1-0- 0 6.10-0 6.10.0 Scale = 1: 25.4 4x6 = 30 = 2x4 II 30 = I 6. 10-0 I 13.8-0 t Plate Offsets_( X,Y)-- 12:0-0-12,Edgel,l4:0-0-12,Edgel LOADING (pst) 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) 0.08 4-5 999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.17 4.5 921 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.02 4 n/a We BCDL 10. 0 Code FBC2014/TP12007 Matrix) Weight: 50 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/ size) 4=531/Mechanical, 2=613(0.6-0 Max Horz 2=83(LC 16) Max Upllft4=- 119(LC 13), 2=-156(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-766/291, 3.4=•762/288 BOT CHORD 2-5=-152/59814-5=-152/598 WEBS 3-5= 0/323 BRACING TOP CHORD Structural wood sheathing directly applied or 4.10-14 oc puffins. 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=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 4 and 156 lb uplift at joint 2. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end lixity 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 - Verity deWon parometon end READ NOTES ON THIS AND INCLUDED NtTEK REFERANCE PAGE 01011,7073 rev. 1MMIS BEFORE USE. Design valid for use only wtlh MI lekV connectors. lhh design Is based only upon parameters shown. and Is lot an Individual 1xNcWQ component. not building,a truss system. Before use. the building,designer mull verity the opOlcablity of design jxrtametets and properly Incopoiale this design Into the overall building design. Bracing Indicated Is to prevent bucltling of IrdNklua l truss web and/or chord members only. Addillorxi temporary and permanent bracing WOW Is always iwphedtotstabilityandtopreventcoticNsewllhpossibleprnsondhiuryandproperlyckrnage. For general gulrknce tegarding the fabficatlon, storago. delivery, etectlon and Waring of trusses and hus systerns. saeANSIMII Quality Criteria, DSO.89 and SCSI Building Component 6904 Parke East Blvd Safely Information ovallatArr trorn buss Rate Instrule. 218 N. tee Sheet. Suite 312. AlexancIdo. VA 22314. Tampa. FL 33610 Job T ruse Truss Type Qty Ply T10699926 TBOO89 T22 Common 4 1 Job Reference (optional) Buadenr F88ISMICe, Tompo, Plana Gay. Florida 33566 7.640 8 Apr tg 2016 Wait Industries. Inc wed Mar 22 09:56 24 2017 Page I ID: YPdNv2JXSeH2BW kHvoslYgz4GmX-NOZAW YgzVKnCF7ECUYgYGIAINSeGlxe8P8ZM84zYOxr 1-0-0 6.10-0 13.8-0 14-8-0 1 V0 6.10-0 I 6.10-0 1 t Scale = 1:25.9 4x6 = la 3x4 = 20 II 3x4 = LOADING (psi) TCLL 20.0 TCDL 10.0 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 0.59 BC 0.50 WB 0.12 Matrix) DEFL. in Vert(LL) 0.07 Vert(rL) -0.15 Horz(TL) 0.02 loc) I/dell Ud 2-6 >999 240 2-6 >999 180 4 n/a We PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=604/0-3-8, 4=604/0-3-8 Max Horz 2=75(LC 12) Max Upli112= 153(LC 12), 4=-153(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-759/28113-4=-759/281 BOT CHORD 2.6=-122/593, 4-6=-122/593 WEBS 3-6=0/322 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 2psl; BCDL=6.Opsf; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces 8 MW FRS 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 nonconcurrent with any other live loads. 4) • This truss has been designed lot 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplill at joint 2 and 153 lb uplift at joint 4. 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." 0 WARNING - vemy dostyn parameters and READ NOTES ON rHis AND INCLUDED MIrEK REFERANCE PAGE 011II.7473 rov. 104111L40IS BEFORE USE. Design valkl lot use only vAlh Mllek® connoctors. Ills design Is based orgy upon parameters shown. and Is for an IndMdtial building component not a truss system. Before use, the building doslpner must verily the applicability of dosign paranetors and properly hcorpotate Ihk design Into the overall bllding destgn. Bracing lrxflcated Is to pxoveni bucldhg of IrK#Aducd truss web and/or chord members only. Adc9tlorwl tompolaty, and permanent Ixocing M iTek' Is always royrlied for stability and to prevent cdtapso wllh posslblo persorxd hpny arxd property carnage. For general gtidcnce regading ano labxtcollort storage. ctellvory, erection and txacing of Misses and Inns systems sc iANSI/IPII Qualily Cdlerlo, DSB-69 and SCSI Building Component 6904 Pork& East Blvd Safely Itdormallon available horn huss Plate Insiltute, 218 N Lee Sheet. Suite 312, Alexancift VA 22314. Tor po. FL 33610 Job ruse type y plyJob T1o699927 T80089 T23 JruseCommon Supported Goble t 1 Reference (optional) BulWert "albource. lerrpe. Yram cuy, p•Ionao 33500 r.o+u it tdpr le 2alo mr r ex mousmes. rn0 woo mar ee w:ao:za evr r rove i ID:YPdNv2JXSeH28WkHvoslYgz4GmX-ra6YkuhbGev31HpO2FLnozjbGs4X 1 P81doJvgW zYOxq 1 P-0 6.10-0 13.8-0 1 o 6.10-0 I 6.10-0 I 1 4x6 = Scale = 1:25.7 la 3x4 = 3x4 = LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 8 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert( L) 0.00 9 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 OTHERS 20 SP No.3 REACTIONS. All bearings 13.8-0. Ib) - Max Horz 2=75(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11. 10 Max Grav All reactions 250 lb or less at joints) 2, 8, 12, 13, 14. 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 62 lb FT = 20"e BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (12) 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=6.0ps1; h=2511; Cat. II; Exp B; Encl.. GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extertor(2) zone;C-C for members and forces 8 MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 20 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 pst bottom chord live load nonconculrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2, 8. 11) "Semi -rigid pilchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) "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 - Vol1ly dodpn Paamelom and READ NOTES ON THIS AND INCLUDED MIiEK REFERANCE PAGE MIF7473 rov. 1003WIS BEFORE USE. Design valid lop use only w49n Mllek® connectors. lhls design Is tubed only upon Parameters shown. and Is nor an ix lvklttal building component. not o titles system. Before use. Iho building designer must verily the applicability of design pordaneters aril property Incorporate this design Into Iho overall building design. ®acing IrWlcoted Is to prevenl buckling of lndWual truss web anal/or chad members only. Adallkmal lemporary and Ixnmanent b iocIng WOW Is dbwoys regtiredJ lot slablilly cmd to prevenl collapse wllh poss9Ao persorxl kiltoy dsndl prorx ny darnage. For general gulcknce regdndltrtg the ICAndcalknn, sloratge, dlellvory, erection aril bracing of Intsses and bass systems seeANSI/IPI I Cuat ly Cdterlo, DSB-69 and BCSI Building Component 6904 Parka East Blvd. Safety Irdormatlon ovallable train truss Plate InsI1Me. 218 N. Lee Street, Sidle 312. Alexdundrki, VA 22314. Tompo. FL 33610 Job Truss Truss Two '~ y Ply T10699928 T80089 T24 blm*lch Girder 1 1 Job Reference (optional) aumers vuai*ource, r ampa. rrenl cry, rlortua "S3J6e 7 eeV a Apr 19 2015 MI I ell IDOUStllea. Int. Wed Mar 22 09.56:Z5 Z017 rage 1 I D.YPdNv2JXSeH2B W kHvoslYgz4GmX-ra6YkuhbGev3tHpO2FLnozj W Xstw1 PoldoJvg W zYOxq 5-0-0 6-0-0 Scale = 1:17 3 30 = 2x4 II LOADING(pst) SPACING- 2-0.0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.05 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.12 1-3 >459 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(fL) 0.00 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 23 lb FT = 2016 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc puffins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8.1.8 oc bracing. REACTIONS. (Ib/size) 1=804/0.6.0, 3=586/Mechanical Max Horz 1=105(LC 8) Max Uplittl=-186(LC 8), 3=-185(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 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; MWFRS (envelope) gable end zone; 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 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 100 lb uplift at joint(s) except at=lb) 1=186, 3=185. 6) 'Semi -rigid pitchbreaks with fixed 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 sullicleni to support concentrated load(s) 511 lb down and 139 lb up at 1-0-12, and 511 lb down and 139 lb up at 3-0-12 on bottom chord. The design/selection 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 (plf) Vert: 1.2=-60, 1-3=-20 Concentrated Loads (Ib) Vert: 4_ 511(B) 5=-511(B) Q WARNING - Vmffy dedgn poramatus and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE M9.7473 rev. IOC 32015 BEFORE USE - Design valid for use only wllh MlloW connectors. this design is based only upon parameters shown, and Is for an Individual building component, not a huss sysleln. Before use, the building dosigrvr must vedfy the apolcob0ly of design paraneters and rxoperly hncorpolate this design Into the ovorall towing design. @acing Indicated Is to pevent buckling of Individual Inns web and/or chord memtors only. Addltkrnal fempaay and permanent Irocing WOWhalwaysrequiredforskilnllltyandtopreventcollapsewllhpossUepersonalInoyandrropenydori(W rot general guidance iogadhng the fabrication. storage, delivery, erection oral tilacing of buses and truss systems seeANSI/iPI I Quality Criteria, DSB-A9 and BCSI Building Component 6004 Parke East Blvd. Safety Information avallablo from truss Plate hnsOMe. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Puss truss type ryly T1o699929 T80089 T25 Neff Hip Grader 1 1 Job Reference (optional) IrUUdem I-Irsibource. r ampo. Plant Goy, h101166 33566 7 540 s Apr 19 z916 Mn ek IndusUms, Inc wed Mar zz 99 5626 2917 Page 1 ID,YPdNv2JXSeH2BW kHvoslYgz4GmX-KmgwxEiD 1 ylwVRNbczsOLAG1aGFwmjvRsR2TDyzYOxp 3.8-8 6.10-e 7&0 3-8-0 3.2-0 o-1-e 20 11 3 3x4 = 3x6 11 06 = 3-8-8 k 7-" lJ1A 'rAA Scale = 1:22.3 Plate Offsets () ,Y)— 15:0.4-8,0.1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.02 1-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 075 Vert( I-) 0.06 1-5 999 180 BCLL 0.0 Rep Stresslncr NO WB 0.59 Horz(TL) 0.01 4 We n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 40lb FT = 200% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 1=1642/0-8.0, 4=1255/Mechanical Max Horz 1=149(LC 8) Max Uplittl=-376(LC 8), 4=-359(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1.2=-1856/393 BOT CHORD 1-6=454/1615, 6.7=-454/1615, 5-7=-454/1615, 5.8=-454/1615, 4.8= 454/1615 WEBS 2.5=-318/1537, 2-4=-1840/515 Structural wood sheathing directly applied or 4-0.11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 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., GCpl=0.18; MW FRS (envelope) gable end zone; 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.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 glider(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=1b) 1=376, 4=359, 6) 'Semi-ngid pilchbreaks with lixed heels" Member and fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sullicient to support concentrated load(s) 792 lb down and 201 lb up at 1.0.12, and 792 lb down and 201 lb up at 3-0-12, and 792 Ib down and 201 lb up at 5.0-12 on bottom chord. The desigNselection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 60, 1-4=-20 Concentrated Loads (lb) Vert:6=-792(F) 7=-792(F)8=-792(F) Q WARNING - Vodly diedgn penmeron end READ NOTES ON THIS AND PICLUDED MITEK REFERANCE PAGE M1F7g3 rev. 1OMWI6 BEFORE USE Design valid for use only with Mllek® conrlectots.1t11s design Is based only upon paramoters shown, and Is for an IndlvkitxA brCding component, not a buss system. Below uso. the Iwllding designer must vodly the aprxlcabllty of design rxnamelors aril protwrly Incoriwlato this design Into Iho overall building design, aacing Indicated Is to prevent brckling of IrWNldW buss web and/ot chord members only. Additional lernporary and permanent bracing MiTek' Is always reQbed lox slablllly and to prevenl collapse wllh posmle Wsonal k*" and property damage. For general guidance regarding the k-Axicalloix storage. deltveey, mocllon arld baeklg of Inrses and Inm systems, seeANSI/iPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Perke East Blvd. Safety Informallon avdilable from buss Plate hsI1Me. 218 N. lee Shoet. StAle 312, Alexa dilm VA 22314. Tampa. FL 33610 o uss Truss Type ty ply TB006B 1-"2'6 Hall Hip Girder t 1I Job Reference (optional) T1069B930 L W W* rustboelce. Ian4o. rlam uay. 1-101100 a3Sab n.ti4u a Apt IV ZulO Mtlex Inaustltes, Inc. vvea Mat ZZ urb6 Z6 Zvi / rage I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-KmgwxEiD t y 1 wVRNbczsOLAGIpGN2mrMRsR2TDyzY0xp t-0-0 1 "-0 I 7.0-0 r 1.00 5-0-0 2.0-0 Sx8 = 3 2x4 = 3x4 = S-0-0 7-0-0 s.e.o 9.110 Scale. 1:17.4 Plate Offsets (),Y)-- f3:0.6-0,0.2.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 2-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.04 2-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.11 Horz(TL) 0.00 5 n/a Wit BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 34 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=347/Mechanical, 2=385/0-8-0 Max Horz2=130(LC 8) Max Uplifi5=-108(LC 8). 2=-112(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-332/53 WEBS 3-6=0/284, 3-5=-406/148 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone, 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 20.0ps1 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (jl=lb) 5=108, 2=112. 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) 84 lb down and 115 lb up at 5.0-0 on top chord, and 100 lb down at 5.0.0 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 lace o1 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 60, 3-4=-60, 2-5= 20 Concentrated Loads (Ib) Vert: 6=-59(8) 3=-71(B) 0 WARNING • VDHIy design parametore and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE MIF7473 rev. 110M 01S BEFORE USE. Design valid for use only with Mllek® connectors. TW design Is based only upon parameters shown, and Is for an individual building component, not a ulAs system, llefore use. the building dleslanot must verify the c44Ak:ablity of design po•arneters and properly Incorporoto tith design Into the overall btIDd hp design. Bracing Indicated Is to prevent budding of Individual Inin wet> aril/or chord members only. Addlbrxo lemwary and permanent bracing M iTek' Is always scythed for s1alAllty, and to prevent collapse with possB>le personal hpny and property dksnoge. For general gukkme regarding the fabllcatlon, stotdrge, delivery, erecilon and blactng of Intsses and tnrss systems- umANSI/IPI I Quality Criteria, DSB-69 and SCSI Bullding Component 6904 Pork* East Blvd. Safety Information available from buss Rate institute. 218 N. lee street. Suite 312. Alexand kr. VA 22314. Tompo, i. 33610 Job russ Truss Type ryFly T10699931 TOW88 1,'27 Monopach Girder t 1 Job Reference (optional) Butf0ene FirslSouree, larrpa. Plant Gay. Flotilla 33566 7.6au a Apr iV Leib mrt&R alousirres. Inc. woo Mar zz Ire bb"Lt Lei f Page 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-ozE19airoF9n6bynAg0Fu0ouFghOV7Hb55o01OzY0xo 3.7.8 7-" 3.7.8 3.4.8 Scale = 1:22.4 30 = axB 11 4t16 = 3.7.8 7-0.0 L7.A ult Plate Offsets (),Y)-- 15:0.4-12,0.1.81 LOADING (psf) SPACING- 2.0.0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 1-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.06 1-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(fL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 40lb FT = 2040 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 1=1599/0-6.0, 4=2087/Mechanical Max Horz 1=149(LC 8) Max Upliltl=-311(LC 8), 4=-515(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2421/458 BOT CHORD 1.6=-513/2l l8, 5.6=-513/2118, 5.7=-513/2118, 7-8=-513/2118, 4-8=-513/2118 WEBS 2.5=-366/2020, 2.4_ 2381/574 Structural wood sheathing directly applied or 3-6-15 oc pudins, except and verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (10) 1) Wind: ASCE 7-10; Vutt=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; 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-O.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide metal plate or equivalent at bearing(s) 4 to support reaction shown. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 1=311, 4=515. 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 sullicient to support concentrated load(s) 1052 lb down and 211 lb up at 2-0.12, and 1052 lb down and 232 lb up at 4-0-12, and 1052 lb down and 250 lb up at 6.0-12 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 Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6_ 1052(F) 7>1052(F) 8=-1052(F) Q WARNING . Verify doslgn ponmoron and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1118.7473 rov. 1=02015 BEFORE USE. Design vatkt for use only vAlh Milok® connoc lots. Inls deslpn Is bosed only upon paaneters shown. and Is lot an 6idlvkival bttAdhig component, not a truss system. Before use. the t"dlnp deslgm must verify the applicability of doagn paraneters and papally Ineogxxole this design Info the ovetdl building design. ®acing hxacated Is, to prevent budding of Indlvldwil Inns web and/or chord members only. AdtDllorial temporary and permanent dating MiTek' Is always retlrlred for s1c"Ity and fo Ixeveni collapse wllh poslMe personal hJrny aril property durnage Fa general guklatce terXxding the k0rlcoll rl, storage, dellvety, ereclimi aMY btochig of httsses and hits systems, seeANSI/IPI 10uality Criteria, DSB•89 and SCSI Bullding Component 6804 Pork& East Blvd. Safety Irdormailon ovallable from ltits Male Institute. 2le N. Lee Sheet, State 312. Alexandria. VA W314. Tonpa. FL 33610 Job Fuss TFUSS Type y T10699932 780089 T28 Monop4ch Girder 1 1 Job Reference (optional) isumers I-rrstbource, I Ompo. viont uny. mwica 33s6b 7.640 s Apr 19 2016 Mn ek rndushlee. Inc. wed Mar 22 09:56:27 Z017 roes 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-ozEl9airoF9n6bynAgOFuOovcgeW VEJb55oOlOzYOxo 3.7.8 7-" 3.7.8 3.4.8 30 = 30 II 4x6 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Ven(LL) 0.02 1-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Veil(TL) 0.04 1-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=1121/0-6.0, 4=899/Mechanical Max Horz 1=149(LC 23) Max Upliltl=-260(LC 8), 4=-280(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1350/282 BOT CHORD 1.6=-358/1171, 6.7=-358/1171, 5-7=-358/1171, 5.8=-358/1171, 4-8=-358/1171 WEBS 2-5=-199/1007, 2-4=-1317/400 Scale. 1.22 4 PLATES GRIP MT20 244/l90 Weight: 40 lb FT = 20% Structural wood sheathing directly applied or 4-10.6 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent 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 III 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 100 lb uplift at joint(s) except 0I=1b) 1=260, 4=280. 6) 'Semi -rigid pitchbreaks with fixed 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) 497 lb down and 136 lb up at 1-0-12, and 497 lb down and 136 lb up at 3-0-12, and 497 lb down and 136 lb up at 5.0.12 on bottom chord. The design/selection 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 budding 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) Veil: 1-3=-60, 1-4=-20 Concentrated Loads (Ib) Veil:6=-497(F) 7=-497(F)8=-497(F) Q WARNING - Vodly design pararnefors and READ NOTES ON TNIS AND INCLUDED MIrEK REFERANCE PAGE M&7473 rov. 18111"IS BEFORE USE Design valkl for use only wnh Milelrb connectors lhls design Is rased only upon parameters shown- and Is for an Indivicl al btddhlg component. not a buss system. Before use. the building designer must verify the applicability of design rxxamelers and properly Incorporate this design Into 0w over,, building deslgn. d;ucirg Indicated Is to prevent buckling of Individual trim web and/or chord members orgy. Additional lempoiay and permanent pacing MOWisalwaysrectuftelforstabOByandtopreventcollapsewllhpossibleperson, Injury and property damage. For ganwid guidance regadrlg Me krbrMatkal, storage, delivery, wocllon and bracing of huses and tnrss systems. seeANSI/IPII Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety Information w,1aMo hom truss Pk1te InsI1Me, 218 N. Lee Street, Suite 312. Alexaxlrla, VA 22314, Tamps. FL 33610 oruse Truss Type ty T10699933 TB0089 1,.29 Half Hip Girder 1 1 Job Reference (optional) Builders Firalbouloe, Tampa. PION any, Florida 33566 7.54o a Apr IV Zet b Mu BK IndU5lriee, me Wed Mer eZ VY:O6:Ze eV] d raps l I D,YPdNv2JXSeH2B W kHvoslYgz4GmX-G9ogMwjTZZHekkXzjNV UObL3042cElJkKIXZHrzYOxn 1-0.0 5-0-0 9.0-0 1-0-0 5-0-0 - -- 4.0-0 Scale - 1:19.9 3 Sx8 20 II 4 20 = 30 = 5-0-0 9-" 5-0-0 4-0-0 Plate Offsets KY)-- 13:0.6.0,0.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 2-6 999 240 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Ven(TL) 0.04 2-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 42 lb 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/size) 5=478/Mechanical, 2=50210.8.0 Max Harz 2=130(LC 8) Max Uplift5=-153(LC 5), 2=-153(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-584/136 BOT CHORD 2-6=-164/453, 6.8=-160/464, 5-8=-160/464 WEBS 3-6=0/328,3-5=-526/181 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- (10) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops1; h=2511, Cal. II; Exp B; Encl., GCpi=0.18 MW FRS (envelope) gable end zone; 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.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will III 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 100 lb uplift at joint(s) except 01=lb) 5=153, 2=153. 7) 'Semi -rigid pltchbreaks with fixed heels' Member and 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) 83 lb down and 114 lb up at 5.0-0, and 83 lb down and 114 lb up at 7.0-12 on top chord, and 100 lb down at 5-0.0, and 52 lb down at 7.0.12 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) Vert: 1-3=-60, 3-4— 60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-59(F) 3=-67(F) 7=-67(F) 8=-26(F) WARNING - yodfy deelpn pMmeh47e and READ NOTES ON THIS AND WCLUDED MIIEK REFERANCE PAGE NO.7473 rov. 100=15 BEFORE USE. Design valid for use orgy with Mllek®corvectors. lrgs doalgn Is based only upon parameters shown, and Is for an kldlvldtal bulldfrtg component. not a huss systom. Wrote use. the brAalrlg designer must verify the appllcatlClN of design parameters and properly hcorporale this design Into the overall brBding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy. Add illorxb tempos ry and permanent biock g WOW Is always rerpbed for stability and to prevent collapse with possible personal Inn ry and property dlarnage. For general grlda ce iwfurc tg the fabrication, storage, ddlVery, erocilon and bracing of tnrssos ar1d truss systems sooANSIMI I Quality Criterlo, DSB-89 and BCSI Building Component 6904 Pmke East Blvd. Salary Information available from truss Plato Institute. 218 N. Lee Sneer. Suite 312, Alexandria. VA 22314. Tempe, FL 33610 o ruse russ ype yTt0689934T80089MonoplchPlyJob1'.30 3 1 Reference (optional) Mader$ Fua15wrCe. Tampa. Pant Goy, FanaO 33566 7.549 a Apr tO zet6 Meek InaWtnes. Inc. Wed Met zz e9 bwee zet7 rage t I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-G9ogMwITZZHekkXz)NvUObL3K42JEmYkKIXZHrzYOxn 1-0-0 5.8-0 1.0.0 5-8-0 4x6 = 2x4 = 30 = Scale = 1:19 7 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) I/defI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Ven(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Ven(TL) 0.09 2-4 724 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hors( L) 0.01 6 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 20 SP No.3 BOT CHORD OTHERS 2x4 SP N0.3 REACTIONS. (lb/size) 2=300/0.8-0, 6=172/0-1-8 Max Horz2=135(LC 12) Max Upl1112=-78(LC 12), 6=-78(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-8-0 oc purlins, 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=4.2ps1; BCDL=6.Opsf; h=25f1; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone;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.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) Bearing at joint(s) 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 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." wARNwa - vartry design pammeram and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M/F7473 rev. lW32015 BEFORE USE. Design valid for use only wtlh Mllek® connec lots. This design Is based only upon parameters shown. and Is for an Individualividual building component not wtaBusssystem. Bekxo use, the btdtalng designer must valfy the applicability of design, patamefers and ptoperty Incorporale thk design Inlo the overall building design. Bracing Indiealed Is to pievenl buckling of Individual truss web and/or chord members only. Additional temporary and permanent biactng WOWisalways1OW10dlotsladlllYandtopreventcollapsewllhpossiblepersonainjuryandpropertycarnage. ra general grddunce regaalnU Ito Iobxk:albrL stotago. doltvery, orocilon and bxaChU of kttsses and Intl systems, saeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available horn puss Plate ixtiMe. 218 N. Lae Street. Sulte 312, Alexondrla, VA 22314. Tanga. FL 33610 Job Truss Truss Type 0ry Ply T10699935 TB0089 Tat GABLE t t Job Reference (optional) 11uilders Fasibource. Iaopo, Front Gay, YIOFIOo 33566 r WV a API IV ZVIt, MIIOR IOOu811199. Inc. WOO Mer ZZ Ve *to-ZV ZVI r rage t ID:YPdNv2JXSeH2BWkHvWYgz4GmX•kLM3aGk6KIPVMu6AH501zpuAdTNkzCduYPH7pHzYOxm 13-4-0 1-0-0 6.8-0 6•e-0 Scale = 1:25.3 4x6 = 1TO 30 = 30 = 6.8.0 6.8-0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.05 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.09 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Hors( L) 0.01 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 60 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=491/0.8.0, 4=a93/0.8.0 Max Horz 2=73(LC 12) Max Uplift2=-157(LC 8), 4_ 157(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.15=-617/140, 3.15— 538/167, 3.16=-538/166, 4-16=-618/140 BOT CHORD 2-17=-85/475, 17-18=-85/475, 18-19=-85/475, 6-19=-85/475, 6.20=-85/475, 20-21=-85/475, 21-22=-85/475, 4-22=-85/475 NOTES- (12) 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.Opsl; h=2511, Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 7) ' 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 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=157, 4=157. 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) 56 Ib down and 79 lb up at 1.0.12, and 56 lb down and 79 lb up at 12.3.4 on lop chord, and 30 lb down and 44 lb up at 0-10-8, 24 lb up at 1.0.12, 24 lb up at 3-0-12,24 lb up at 5-0-12, 24 lb up at 6-8-0, 24 lb up at 8-3-4, 24 lb up at 10-3-4, and 24 lb up at 12.3-4, and 30 lb down and 44 lb up at 12-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) '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) Verl: 1-3=-60, 3-5=-60, 2-4=-20 Continued on Daae 2 0 WARNING - Vertty design pammoron end READ NOTES ON THIS AND INCLUDED NrfEK REFERANCE PAGE 0101I067473 rev. 1093, OIS BEFORE USE. Design vdld roi use only vAlh Mllek® connectors. Irk design It based only upon parameters shown, and is for an individual bolding component, not a truss sprain. Belae use, the building designer must vorify, the al Vicdbliy of design pwamefers and Ixoperly incoipotote Mk design Into Me ovesdl fxldng design Bating Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltlanal lempaary and permanent bracing M iTek' lsdwan iegAed fa stctAOy and to provenf collapse with possmkt poisond"aril properly damage Fos generd guidance iegadng the ktb ilcalbn, slotago. dollvery, eiecilo n and bracing of busses and Isar systems. seeANSI/1PI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely IMormolon available from truss Plate institute, 218 N. Lee Meal, Sulle 312. Alexandria. VA 22314. Tempo, FL 33610 Job russ Truss Type ty TID699935 TB0089 T31 GABLE t 1 Job Reference (optional) aurtaers Yrrtlboutce, r 8ap0, vmnl Gay. Fgrrae i3zbb / Wv • Mw' - N 10 mn es mvuauwa, — ev mop cc vim.-- — 1 r.v. c ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-kLM3aGk6KIPVMu6AH50jzpuAdTNkzCduYPH7pHzYOxm LOAD CASE(S) Standard Concentrated Loads (1b) Vert: 6=12(F) 15=26(F) 16=26(F) 17=38(F) 18=12(F) 19=12(F) 20=12(F) 21=12(F) 22=38(F) 0 WARNING - Verily dodgn pamnotors and READ NOTES ON THIS AND INCLUDED Nr7EK REFERANCE PAGE NIF7473 rev. 14WW IS BEFORE USE. Design valid lot use ordy with Mllek0 connectors fits design Is based only upon parameters shown. and blow an 11diOdual building component, not a irks system. Below use, the building designer must verify the apptk:abllty of design paanotois and properly Incorporate this design Into the overall building design. Racing Indicated Is to huclding of Individual Intss web and/or chord members only. Add illonal temporary and permanent bracing M iTek' prevonl Is always reyubed lot skrtlltty and to prevent cdtapso with possible peesoixd 6*uy and properly danage. For general grlda nce regading the labxlcallon. stomoo, delivery, erocilon and bxacbng of Innsos and inns systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Bulding Component 6904 Parka East Blvd. Satiety Information available horn buss Plate WIfule. 218 N. bee Street. Stile 312, Alexandra. VA 22314. Tempo. FL 33610 Job Truss Truss Type 0y Ply T10699936 TB0089 T32 Common 1 1 Job Reference(optional) Builders FuslSource, Tampa. Plant City. Florida 33566 7.640 3 Apr 19 2916 Mel ex Industries. Inc. wed Mar ZZ 09:55.30 2017 Poge 1 I D:YPdNv2JXSeH2BW kHvoslYgz4GmX-CYwRnelkSAXMz2hMroxyV00L7lhW IIE 1 n3OgMlzYOld 1"6.8-0 13.4.0 14.4-0 1-0-0 6.8.0 6-8.0 I 1 0 Scale = 1:25.3 4x6 = I 0 3x4 = 20 11 3x4 = 6.8.0 I6•8.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 VBn(LL) 0.05 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Ven(rL) -0.12 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.12 Horz(rL) 0.01 4 We nta BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 50 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=587/0.8-0, 4=587/0-8.0 Max Horz 2=73(LC 12) Max Uplift2=-153(LC 12), 4- 153(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-699/257, 3.4_ 699/257 BOT CHORD 2.6=-101/538, 4-6=-101/538 WEBS 3-6=0/303 NOTES- (7) 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=25f1; Cat II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces & MW FRS 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift a1 joint(s) except 01=lb) 2=153, 4=153. 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.' Q WARNING - Verily dedyn panurr3tera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE CAGE MO-7473 rev. 1111,0XV IS BEFORE USE Design vaild for rise only with Mllole®conneclom TM design Is lased only upon parameters shown. and Is lot an Individual IxA dng component. not a truss system. Before use. the building designer must verily the applicahElty of design parameters and properly Incorporate tt1K cWkjn into Iho ovorall building design. Bracing Indicated Is to pievenl buckling of Individual truss web and/or chord mernbeis only. Additional lemporay and petmoneni b iactng WOW Is always awaked lot slab911y and to prevent collapse wllh possible peisonul"and property damage. For gericial guidance iegandlllg the lobtiaalkn, storage. delivery, eiecllon and baking of trtiscxand trim systems, seeANSUTPlI Dually Criteria. DSB•89 and BCSI Building Component 6904 Parke East Blvd Solely Information available from Truss Plate Institute, 218 N. Lee Streett, Stile 312. Alexandra. VA 22314. Tempa, FL 33610 oruss ruse ype ryPly T10699937 TB0089 1,.33 Common 3 1 Job Reference (optional) aummrs rusrbource. i onpa, rram ony, rIonae J3bbb r.b+u s npr iv zuib mm ex mausmes. rrrc weo Nor ez vv ob..xr evr i rope i ID:YPdNv2JXSeH2B W kHvoslYgz4GmX-CYwRnclk5AXMz2hMroxyVOOKgthR11D 1 rODgMjzYOxl 1-0-0 6.8-0 134-0 1-p-0 6.8-0 6-8-0 Scale = 1:24.8 4x6 = 30 = 20 11 30 = fiA-0 6A-0 Plate Offsets (X,Y)-- 12:0-0-12,Edge],14:0-0.12,Edgel LOADING(pst) 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 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert( L) 0.13 4-5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 49 lb FT = 20°o LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=502/0.8-0, 2=591/0-8.0 Max Horz 2=82(LC 16) Max Upllfl4=•111(LC 13), 2=-153(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-711/272, 3-4=-709/271 BOT CHORD 2.5=-137/549, 4.5=-137/549 WEBS 3-5=0/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.6-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Unbalanced rool 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.Opsl; h=251t; Cat. II; Exp B: Encl., GCp60.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;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 psf bottom chord live load nonconcurrent with any other live loads. 4) " 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 01=lb) 4=111, 2=153. 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.' Q WARNING - Verity design perwrWors and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIIF7473 tov. IWOMIS BEFORE USE Design valid for use only vAM Mltek® connectors. Ihis design Is based only upon parameters shown, and Is la as frtdMdual building component, not a ouss system. Below use, the building dostgrxn must vedty the apptiaablilty of design iwraneters and properly Incorporate this doslgn Into the overall txAcMV design. ®acing Indicated Is to prevent budding of IndlvIcILKA truss web and/or chord members only. AckBilorxi temporary and permanent bracing Welk' k always FWaAred for slatAlly old to rxevenl collapse wilh possible persor" it*" (md ptopeny damage. For genetal Guidance IeWdIW the Ialxlcollm stotcQo, delivery, eecib) and bacIng of trusses and truss systems seeANSI/TPI I Quality CAterto, DSB-89 and SCSI Building Cmponeni 6904 Parke East Blvd Safety Information avallable from hus Plate Institute. 218 N. Lee Skeet. Sidle 312. Alexandria VA 22314. Tanpo. FL 33610 Job T fuss russ Type ty T,o699936 7SM89 734 Hall Hip Job Reference gunners resource, rompa riam Gay. hlDOaa 34*bb I wv s MPr IV eV I o Mrr ex rnauslmes. mo wou Mar ee w ".Jr ZV I I ege I ID:YPdNv2JXSeH2BW kHvoslYgz4GMX.gkUp?xlMsUIDbCGYP W SB2EzT5H 1 sR 1 mAOjmEuAzYOxk 1.0 0 7-6-8 i 12.10.8 1-0-0 7." 5.4.0 Sx8 = 2x4 11 3x4 = 2x4 II s 30 = 7-6-6 12-10-8 7.6-e } 5.4.0 Scale = 1.27.3 Plate Offsets (),Y)-- 12:0-0-8,Edgel,13:0-6-0,0-2.81 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.10 2-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.23 2.6 638 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 61 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SOT CHORD REACTIONS. (lb/size) 5=492/Mechanical, 2=580/0-8.0 Max Horz2=186(LC 12) Max Upllft5=- 1 26(LC 9). 2=-142(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-615/162 BOT CHORD 2-6=-227/454.5-6=-225/461 WEBS 3.6=0/304,3.5=-555/273 Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (8) 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; MWFRS (envelope) gable end zone and C-C Exlerfor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed lot 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 100 lb uplill at joints) except (jt=lb) 5=126, 2=142. 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' 0 WARNING - Verily doOgn pamnrstem and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11110.7473 rev. IMMIS BEFORE USE Design vdkd lot the only vA9, Mllek® connectors Ids design is based only upon paameters shown, and Is la an indlvkiaal buldhng component. not a hus syslorn. Bolan use, the building designer must verify the arolcabBlly of design parameters and proWdy IncogDoioto this design Into the overall building design. Mating Indicated Is to prevent buckling of h,dWud truss web and/ot chord members only. Addllonal lemmory and permanent bracing WOW Is always toc i lred to stabtllly, and to rxeveni collgne wllh possible rx rsond Inpny and gomrly dannag0. For general guidance regadng the labrk:allon, staago, delivery, emoclIo n anti bracing of Inrses and tnrs systems seeANSIMI I Quality Criteria. DSB-89 and SCSI Wilding Component 6904 Pmke East Blvd Safely Information available hom bus Plate institute. 218 N. Lee Sheel. Suite 312. Aioxanclrta. VA 22314. Torlpo. FL 33610 Job I russ runs Iwo ryphr 780089 T35 Hap Hip 1 t Job Reference (optional) T10699939 Bttlldere F116150U160. lanp0. Plant filly. F"ida 33565 1 649 O Apt 19 ZU76 MI I OR InOU511193. Inc. WOO Mal ZZ OY 56.31 ZUl r Page 1 ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-gkUp?xlMsU1DbCGYPWSB2EzXIH AR4GAOImEuAzYOxk 1-0-0 5.0.8 1 9.6-8 12.10.8 1.0-0 5-0.8 4.6-0 3.4-0 4x6 = 30 = Scale = 1:31.3 3x6 = 3x8 = 6 20 11 a 3.4-0 LOADING(psf) SPACING- 2-0.0 CSf. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.17 2.7 >890 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.43 2-7 >345 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.19 Horc( L) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 71 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 6=492/Mechanical, 2=58GtO.8.0 Max Horz 2=231(LC 12) Max Upllit6=-133(LC 12), 2=-140(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-691/237, 3-4=-374/81, 4-5=-267/117, 5-6=-506/237 BOT CHORD 2.7=-390/577 WEBS 3.7=-346/302, 5.7=-213/497 NOTES- (8) 1) Wind, ASCE 7.10; Vult=139mph (3-second gust) V8sd=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 Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown, 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.Ops1 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 glider(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=lb) 6=133, 2=140. 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.' 0 WARNING - Vert y dealgn Paromerws and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M9.7473 rov, 10031015 BEFORE USE Design vatkd lot use only vAlh Mnek®conneclois. This design Is bcwd only upon paanetets shown, and Is for an Ixlk4dtK11 bbtAding component. not a 0uss syslem. Beloie use, Iho building doslgnoi must ve'ly Iho oppllcabily of design poramelen and propoily incoipoioto this design Into Me overt', building design. Bracing Indicated Is to Ixevont budding of Individual truss web and/oi chord members only Add illonol temporary and porrnonent blocing WOWis (Sways Iedl1'ted for sladllty and to prevent collapse with possible paisonal"and goperty danoge. For genoi(I guldcme regarding the labxkatkln, storage, delivery. eiectlo n (nd brodng of tRflSeS and IRM systems. seoANSI/TP1I Quality CrIloft DSB-89 and SCSI Building Component 6904 Pmke East Blvd. Solely Information avallaMe ,om lttm Mato Institute, 218 N. Lee Street, Suite 312. Aloxandrla VA 22314. Tampa. FL 33610 Job I russ Truss Type ly T10699940 T80069 T36 Hart Hp 1 t Job Reference (optional) ausavrs Fasloource. I arrpa. aura airy, norloa Jabot r."v s pp, ry cvry -en muvsnres, arc. vv - cc --.- - r vgv r ID.YPdNv2JXSeH2BW kHvoslYgz4GmX-8w1 BCHm_don4DMrkyDzObRW hfhN6AOTK ENVnOczYOxj 1 0 0 6-0.8 11-6.8 12-10 8 o 6.0.8 5.6.0 3x4 = 3x4 II 3x4 = 2x4 II 6 3x4 = 6.0-8 11.6.8 Scale = 1:36.6 Plate Olfsets ()(,Y)-- 14:0-2-0.0-2-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.06 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.14 6.7 999 180 BCLL 0.0 Rep Stresslncr YES WB 0.64 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx) Weight: 65 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=492/Mechanical, 2=580/0-8.0 Max Horz 2=275(LC 12) Max Upl1116=-184(LC 12), 2=-127(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All lorces 250 (Ib) or less except when shown. TOP CHORD 2-3=-742/138 BOT CHORD 2-7=-351/595, 6-7=-351/595 WEBS 3-7=0/291, 3-6=-626/367 Structural wood sheathing directly applied or 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 9.8-9 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=4.2psf; BCDL=6.Opsi; h=25ti; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and lorces 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 20.0pst 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upllll at joint(s) except 01=11)) 6=184, 2=127. 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.' A WARNING - Veft design psrometers and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE CAGE M11•7473 rov. I&OXV t6 BEFORE USE. Design vdkl for use only with Milekl9 connectors. R& design Is based only upon paamelors shown. and Is for an IndMducil building component, not wtobussystem. Before Lao. the building deslgrxn must verify the arOlcalMlN of doslgn paamelets and properly Incorpomle titb design Info the overall Wiling design. lbacing Indicated Is to prevent bucldlrrg of bdlvkiLK31 Iran web and/or chord members only. AdtIDlonal temporary and permanent b>rackrg WOW 6 always retlr6ed lot sIc"Ity cmd to prevenl collarAe wllh possible peisonal Wray and property danage. For general guldonco regar9rrg mrr Icibrlcallon, storage. delivery. erection cxtd bracing of Misses and fnrs systems, seeANSI/IPI I Quality Crlterto, DS849 and SCSI Building Component 6904 Parke East Blvd Surety Information avUlable from truss Plate butlkile. 218 N. Lee Street, Suite 312. Alexancift VA 22314. Tarrpo. FL 33610 oruss ruse ype y y 710699941 T80089 1,'37 Hall Hip Girder tI 1 Job Reference (optional) tluuaers Yrrel"urce, I onipa, Plant t:ny, rgnoo 335bb 7.649 s Apr 19 2016 Mn ok Inatmines. Inc. wed Mor 22 09.56:32 2917 Pogo 1 ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-8w1BCHm don4DMrkyDzObRWhShLyAVAKENVnOczYO4 1 0 0 3.8.7 7-" 10.0.0 1-0_0 3.8.7 3-3-9 3.0-0 Scale = 1:19.4 44 = 30 = 30 = 5 5x8 I 7-" 10.0.0 7.r1.A 1 .' tAf1 1 Plate Offsets (X,Y)-- 15:0.1.8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.46 Vert(LL) 0.05 2-7 999 240 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 VeA(TL) 0.15 2-7 771 180 BOLL 0.0 Rep Stresslncr NO WB 0.34 Horz(TL) 0.02 9 We n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 47lb FT = 2040 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=607/0.8-0, 9=800/0-1-8 Max Horz2=89(LC 4) Max Uplill2=-213(LC 4), 9=-224(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1193/360, 3-4=-950/224, 4.10=-888/223, 5-10=-888/223 BOT CHORD 2-7=-395/11 t 1 WEBS 5-7=-216/903 Structural wood sheathing directly applied or 5.3-3 oc purllns, except end verticals. Rigid ceiling directly applied or 9.4.1 oc bracing. NOTES- (11) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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 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. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=213, 9=224. 8) 'Semi -rigid pltchbreaks 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)117 lb down and 115 lb up at 7-0-0, and 117 Ib down and 115 Ib up at 9.0.12 on top chord, and 296 Ib down and 53 lb up at 7-0-0, and 83 Ib down at 9-0-12 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 lace 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) Vert: 1-4=-60, 4-5=-60, 2.6=-20 conunueo on pane e WARNING - Verity dosfyn pammef rm and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M67473 ray. taMW IS BEFORE USE. Design vdkl for use only with Mllek® conneclors. lnls design Is based only upon paamelers shown, and Is for an Inclivldcil bulkling corn noakusssystemBeforeuse, the building design mustdesigmustverify the cgplk loblityrn ofdesignparaetorsaril property Incon>ovole this design Into o all building design ®acing Indlcolod Is to prevent buckling of Individual Truss web arld/oi chord members only. Addlllorxd temporav and permanent bracing M iTek' Isalwaysroca4red" sk"lly and to prevenl collapse with possible personcil hpay and rAoperty danage. Fix general gukkshce Iegading the Iabllcalkln, slorcige, delivery. erection and bxacing of busses and Inns systems, soeANSI/iPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Pork* East Blvd. Safety information ovatablo from Truss Role Innsillue. 218 N. tee Street. Sulle 312. Alexandria. VA 22314. Tornpo. FL 33610 I russ T russ Type y no69e9e1 Job IB0089 1737 H*ti HIP Girder 1 1 Job Reference (optional) Budder* FuslSource. Tarrvo, Plant Coy. Florida =66 7.640 s Apr 19 2016 Mir ek Industries. Inc. Wed Met 22 09 56.W 2017 Page 2 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-Bwt BCHm_don4 DMrkyDzObR W hShLyAVAKENVnOczYOlq LOAD CASE(S) Standard Concentrated Loads (Ib) Verl: 4_ 117(B) 7_ 296(B) 10— 117(B) 11=-59(B) Q WARNING - Vodly doslgn pararnaters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rov. 1003WIS BEFORE USE Design valid for use only wllh Mllek® connoctors. TM design It based only upon parameters shown, and Is for an Indlvldttal building component. not a sus Msystem. Before tare. the DWng designer must verify the applicabllty of daa oslgnpmetersand properly Incorporoto this design Into the overall buldhg design. Bracing lnd1coled is to prevent buckling of Indlvlducd truss web and/or chord members only. Addltlonal lemporary and permanent bracing M iTek' Is always reptdred la stability and to prevent collapse wlih possible Ixdsonal trnkay and property damage. For general gtidance regaalng ffm labrlcoll . storage, delivery, erection and bracing of Irtmos and Inks systems soeANSIMI) Quality Criterla, DSB-69 and BCSI Building Component 6904 Pork* East Blvd. Safety Information available from Ins Rate Institute, 218 N. Leo Shaun. Stile 312 Alexandria. VA 22314 Tampa, FL 33610 Job Puss Truss Type ty y T10699942 T80089 T38 Hoff Hip 1 1 Job Reference (optional) uumers Futtbource. i anpe. Pont Goy, rionoo 33b66 7.649 8 Apr IV Z916 Mii eK inau5111ee. inC. W 00 Mar ZZ e9:4-6:37 Zel r Page I ID:YPdNv2JXS9H2BW kHvoslYgz4GmX-c7bZPdncNSvxq W Ox W xUt7t2gG5e?vz4TT 1 FKz2zYOxi 1-0-0 4.8.7 9-0-0 10 O o. 1-0-0 4.8.7 4-3-9 3x4 = 3x4 = a S 6x8 II 3x6 = Scale = 1:19.4 9-0-0 1.0-0 LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,58 Vert(LL) 0.20 2.6 589 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.49 2-6 233 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horc(TL) 0.01 8 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 20 SP No.3 REACTIONS. (Ib/size) 2=469/0.8.0, 8=349/0-1-8 Max Horz2=111(LC 8) Max Up11112=-172(LC 8), 8=-115(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-732/380 BOT CHORD 2.6=-457/682 WEBS 3-6=-578/423 Structural wood sheathing directly applied or 6.0.0 oc pudins, except end verticals. Rigid ceiling directly applied or 8-5-5 oc bracing. NOTES- (10) 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=25fl; Cal. II; Exp B; Encl., GCpi=0.18-, MW FRS (envelope) gable end zone and C-C Exterior(2) zone;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 pst 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 fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=172, 8=115. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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.' 0 WARNING - verify dedpn poram fors and READ NOTES ON THIS AND INCLUDED NI7EK REFERANCE PAGE N067473 rev. 7WIW IS BEFORE USE. Design vdid for use only vAl1 Mllek0conneciors.1hIs design Is based only upon parameters shown. and Is loi an hdlvkival building component. not a truss system. Below use. the building designer must verify the gVica billly, of design rwmarnetorsand properly Incow"alo this design into the overall building design. Bracing Indicated Is to prevent bmlding of Individual Inns web and/or chord members orgy. Additional temporary and permanent boring Welk' IsalwaysrequiredlotstabilityandtopreventcollafxewithpossBtlepersonal mADY and propene coinage. For general guidance regarding the labrlcalkn, storage, delivery, eiecllon and bacing of Inmes and truss systems, seeANSIAPI I CuaBty Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd Safety Information ovallafiio from bum Plate trntltute. 218 N. Lee street. Suite 312, Alexandria. VA 22314. Tompe, FL 33610 Job Truss Truss type ory Fly T10699943 TB0089 T39 Monopetch 9 1 Job Reference (optional) auaaers faalAOunce. r ariga. marl %,ny. fnHloa JJxoo r oav a npr le Zvi o Mr r en rnovalrrea. aK. W eo mar eZ V V:7a as Zvr / rege I ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-c7bZPdncN5vxgWOxW xUf712gB5ervzgTT 1 FKz2zYOxu 1-0-0 5-0•t t 10.0-0 1-0-0 5-0.11 4.11.5 30 = Scale = 1:19 3 4x6 = 3x6 = 10.0.0 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ven(LL) -0.20 2-5 >582 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert( L) -0.50 2-5 >229 180 BCLL 0.0 ' Rep Stress Incr YES W B 026 Horz(TL) -0.01 7 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid telling directly applied or 8-7-10 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=469/0.8.0, 7=349/0.1.8 Max Horz2=117(LC 8) Max Uplift2=-171(LC 8), 7=-118(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-701/355, 5-6=-69/257, 4-6=-69/257 BOT CHORD 2.5=-439/651 WEBS 3-5=-570/425 NOTES- (8) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4 2psl; BCDL=6.Opsl; h=251t; Cal. 11, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterlor(2) zone,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.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) Bearing at joint(s) 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=171, 7=118. 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 for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verify d4afyn parameter and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE M67473 rev. 11111131015 BEFORE USE Design valld lei use only with Mllek® connectors. IIYs design Is based only upon parameters shown, and Is for an Individual building component. not a truss system. Belore uso, the hWdng designer must vedfy ew "Icablity of design pwlarnelels aril proprnly Incorloralo this deslgn Into the over., building design. Rachg Indicated Is to prevent twckling of Individual truss wob and/or chord members only. Additional lemporary and permanent tracing MiTek' Is always ruined for sktAlly and to prevent collapse wilh possible personal hW and pnoWdy damage. Far germal gukknce regarding Ow Mricalkxi storage, delivory. erection and bracing of trusses and truss systems. seoANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6004 Parke East Blvd. Safety Information ava9alle from truss Rate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tompo, FL 33610 Job Truss Type ryply T10699944 780089 T40 11russRootSpecial t 1 Job Reference (optional) Builders FkslSource. Tarrpa Plant Gay. Florida M66 7.640 s Apr 19 2016 Milek Industries, Inc Wad Mar 22 09 56:34 2017 Page I ID.YPdNv2JXSeH2BWkHvoslYgz4GmX-SJ9ydzoE8P2nSt?74e0ugsb75U98eUIdrh uVUzYOxh 1-0-0 1-8-0 1.0-0 1-8-0 30 = 5x8 2-1-5 Scale = 1:7.4 Plate Offsets (XY)-- 13:0-2-2,0-4-101 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Ven(TL) -0 00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rVa n/a BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight: 8 lb FT = 205L LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=35/0.4.15, 2=146/0.8.0 Max Horz 2=29(LC 8) Max Uplitt4=-11(LC 12), 2=-86(LC 8) Max Grav4=36(LC 3), 2=146(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1.8.0 oc pudins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Opsf, h=25f1; Cal. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exterior(2) zone;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 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.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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 5) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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 budding code." A WARNING - Verfy design paramelors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 ray. 1OV32015 BEFORE USE. Design vdid for tise only with Mllek6 connectors. This design Is based only upon parameters shown, and Is lot an Individual bxtlding component. not a buss system Before use, the building designer must verity the oprAicablly of design rxnameteis and properly Incorporate this design Into the overall building design. Racklg 0xli:aled Is to prevent biclding of Individual truss web and/or chord members only. Add illonal lempoiary and permanent bracing M iTek' Is always redpdred lot stability and to prevent cdicipw wllh possible peisonat Inf ay and plop" tkanage. For general gulddnce rogcadng Woo IcAutcalkxi, storage. delivery, election and bracing of trusses ondr iniss systems seeANSI/IPI I Quality Ciltedo, DSB-69 and SCSI Building Component 6904 Parke East Blvd Safety Information available aom Truss Wale Institute. 218 N. lee S,reot. SUIe 312. Alexarxdrki. VA 22314 Tampa, FL 33610 Job T fuss Truss Type ty T10699945 TB0089 Vol Valley 1 t Job Reference Lionel Builders FiratSource, Tar po, Plant Cory, FlWdo 33566 7 640 a Apr 19 2016 kATek Industries. Inc. Wed Mot 22 09:56:34 2017 Page 1 ID:YPdNv2JXSeH2BWkHvoslYgz4GmX-SJ9ydzoE8P2nSf174e0ugsb4uUSaeUIdi uVUzYOxh 4.8.8 4-8-8 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 10.0 Lumber DOL 1.25 BC 0.31 BCLL 0.0 ' Rep Stresslncr YES WB 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) DEFL. in (loc) I/dell Ud PLATES GRIP Velt(LL) n/a Na 999 MT20 244/190 VBn(TL) We We 999 Horz(TL) 0.00 rota nioa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=157/4-8-0, 3=157/4.8.0 Max Horz 1=87(LC 12) Max Uplifil=-25(LC 12); 3=-69(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.8 Weight: 16 Ile FT = 2090 Structural wood sheathing directly applied or 4.8.8 oc puffins, except end verticals. 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=25111; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces & MWFRS 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 20.0psl 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 1, 3. 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- Vorrty design parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M1167473 rev. /00"016 BEFORE USE Design vdkd for lose only vAth Mllelt® connectors. lhls design Is based orgy upon parameters shown, and Is for an Individual lidding component. not a Itas syslern Before rae, tho building designer must verify the applicability of design rxaarnelers and properly Incorporate this design into Iho over,,, buddng design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing MiTek' Is always tedpdted for stability arid to prevent collapse with poss"o poisorvA rlAay arid property damage. For general guidance iegaidling the fabk:allm sloidipe. delivery, election and btacbng of Inises and Inrs systems seeANSIM11 Gtrellty Cdterlo, DSS-89 and ICSI Building Component 6904 Parka East Blvd. Safety Information ovdlc"e from liters Plate institute, 218 N. lee Shoet, Suite 312. Alexandria. VA 22314 Tempo, FL 33610 Job Truss Truss Type ryPly T10699946 780089 V02 Volley t 1 Job Reference (opUonaq Builders FislSource, Tampa. Plant City. Flatde 33566 7.640 s Apt 19 2016 MTek Industries, Inc Wed Met 22 09.56:34 2017 Pogo 1 ID:YPdNv2JXSeH2BWkHvoslYgz4GrnX-5J9ydzoE8P2nSf?74eOugsbBC000eUldth_uVUZYOxh 2.8-8 2.8.8 2X4 Ir- 2)(4 11 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 10.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix) Style = 1:9.7 DEFL. In (loc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz( L) 0.00 n/a n1a Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.3 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/slze) 1=77/2-8-0, 3=77/2.8-0 Max Horz 1=43(LC 12) Max UPIII11=-12(LC 12), 3=-34(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -.All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-8-8 oc puffins, except end verticals. Rigld 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. 11; Exp B, Encl., GCpl=0.18, MW FRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and lorces & MWFRS 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 psf 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 3-6-0 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 100 lb uplllt at joint(s) 1, 3. 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' Q wARNWG - vary desryn perometen end READ NO7Es ON THIS AND INCLUDED UrTEK REFERANCE PAGE M67473 rov, i&nw75 BEFORE USE. Design valkl lot use only vAth Mnek®conneclors. this design Is based only ttpon paameters shown, and Is got an Individual blldinp component, riot a Onus system. Boloro use. tho building designers must verity the crWicoblily of design parameters and lAopedy incotpotate this design Into the ovonall Iulding design. ®acing tnUk:ated Is to pievenf buckling of Individual truss web ad/ot chord members only. Add6onwl lempoi ry and permanent txacing WOWIsalwaysne4t6edlastabilityandtopreventcollapsewllhpossiblepersonalin4ayandprormrlydamage. For general guidance negdxd 1r* the k"Icallori storage, delivery, onocllon and boclng of Inises and Miss systems seeANSIM I Quality Cribetb, DSB-89 and SCSI Bu9ding Component 6904 Parke East Blvd. Sorely Information ovallable from teas Rate iatltute. 218 N. Lee Skeet, Sulle 312 AloXandlrta, VA 22314. Tampa. FL 33610 Job Truss Truss Type ty T10699947 T80099 V03 Valley 3 1 Job Reference (optional) Buddere FnsiSource. Teripa. Plant Coy. Fbnda 33566 7.610 a Apt 19 2016 Nbl sk Industries. Inc. wed Mar ZZ 09:55:35 Z017 fags 1 ID-YPdNv2JXSeH2BW kHvoslYgz4GmX-ZVIKgJpsvlAe4paJeMX7C48H6uSXNxGmxLkR 1 xzYOxg 4." 4-0-0 R 0 20 G 20 11 Scale = 1:13.0 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,18 Verl(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a rVa 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 n1a n1a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.0.0 oc purtins, except BOT CHORD 2x4 SP No.3 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ib/size) 1=129/3-11-8, 3=129/3-11-8 Max Horz 1=71(LC 12) Max Uplift 1 =-20(LC 12), 3=-56(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All lorces 250 (Ib) or less except when shown NOTES- (7) 1) Wind. ASCE 7-10; Vul1=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Exler(or(2) zone;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 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live toad 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 100lb uplift at joint(s) 1, 3. 6) 'Semi -rigid pltchbreaks 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.' 0 WARNING. Vorlly dosfyn parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE 01147073 ray. 10'0Y101S BEFORE USE. Design valid lot use only with Mllek® conneclors. lnls de&Vn Is bused only upon panomelen grown. and Is for an bxltvkkral "db1g component, nor a bum system. Before use. the building designer must verity the applkotAlly of design paarnetors oncl rxopenly InconrxAote this design Into tho ovotall M9dr1g design. aocbV bxkoted is to prevent budding of Individual trim wet> anal/or chard members only. Addtlonal lempaary and permanent bracing MiTek' Is always required lot s1ab011y and to prevent collapse with possMe r>onsorxi hjury rind properly drsnoge. ion generalguidance teWding the labrkatkxt storage, delivery, etecllon cin d brocbtg of tnrsses and truss systems seeAN51/TPII Quality Crlredo, DSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Infotmorlon available horn truss Plate Institute. 218 N. Lee Street, Sudto 312, Afexanddu VA 22314. Temps. FL 33610 Job T puss ype tyT10699948Pty TBW89 VO4 1., r..s alley 4 Job Reference (optional) Builder* Fii*Mource. Tempo. Plant City. Florida 33566 2x4 G LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 TCDL 10.0 Lumber DOL 1.25 BC 0,03 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.3 REACTIONS. oWslze) 1=55/1-11-8, 2=41/1-11-8, 3=14/1-11-8 Max HorZ 1=31(LC 12) Max Upllftl=-9(LC 12), 2=-32(LC 12) Max Grav1=55(LC 1), 2=41(LC 1), 3=27(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 7.640 a Apr 19 2016 M1ek Industries, Inc. Wed Mar 22 09 56:35 2017 Page 1 ID:YPdNv2JXSeH2BW kHvoslYgz4GmX-ZVIKgJpsvjAe4paJeMX7C48JOuVDNxGmxLkR 1 xzYOxg Scale a 1:7.9 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) We rVa 999 MT20 244/190 Vert(TL) Na n1a 999 H012(TL) -0.00 2 n/a r1/a Weight: 5 lb FT = 209'. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.0-0 oc puffins. BOT CHORD 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=4.2psf; BCDL=6.Opsf; h=25fh Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Extedor(2) zone;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 20.0pst 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. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 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." A WARNING - Voft deNgn peramoten and READ NOTES ON THIS AND INCLUDED MITEK REFER4NCE PAGE MIF7473 rev. I&M 1016 BEFORE USE Design valid for use orgy wllh Mllek® connectors. This design Is based only upon momelers shown, and Is for an Individual Ixilding component not a bus system. Be ore use. the building designer must verify the applk:ablity of design Ixaarnelors oral pop erly hcorlorale this design Into Iho ova'. txndr,g design Bating Indicaled I: to pievenl bucWV of Individual Inis web and/oi chord members orgy. Additional temporary and permanenl btacing WOW b always tw4ulred poi stability and to pevenl collapse wllh rosfble rxirsonal hpay and poperly damage. For gcxieial grldanee iegadng the labrk:allm slotago. delivery, aecllon and bracing of Iniaes and Inds syslems seoANSI/IPI I Quality Criteria, DS8.89 and BCSI Wilding Component 6904 Parke East Blvd. Safety Information available from lnus Plate bulllate. 218 N. Lee Street, Salle 312. Alexandria, VA 22314. Tonga. FL 33610 Symbols I Numbering System I A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-'hdr For 4 x 2 orientation, locate plates 0-149' from outside edge of truss. This symbol indicates the required direction of slots in connector plotes. Plate location details available in MTek 20/20 so(iwore 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 bracing section of the output. Use T or I bracing if indicated. BEARING Indicates-locotion-where-beorir- gs( supports) occur. Icons vory butOno- reaction section indicates joint number where beorrngs 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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 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 p MiTek® MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stabuity bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design boding shown and never stock 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 tighty, against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane 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 shoe not exceed 19% of 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 boa deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used sholl be of the species and sae, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceding is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of on engineer. 17. Inston and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance asks. Corsutt 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 ANSIAPI 1 Quality Criteria. DEARWG HEIGHT 5GHEDULE 69-0-0 3-8-0 I4 5-0-0 7-0-0 )6-8-0 7-0-0 )4-4-0 5-0-0 9-0-0 T tu u li II II ft tl ill It t. tl 11 1,iiIt1111tl fi III fi ao N CP Cn m co r CJI 11 h CJl ti I M I I m m m m to Imu uCJ3 CJ m uim m aomm com m mm m I LJL_ tv II V03I m in 14— a r w rn II V-Zpu El T24 I I I ILv0 IpiI) 4 L_ HI U I i I L I II nt I I I I EJ7 U031 I(u I T25T26 III II 1 IIIIIIIIII u y'r9 CJ u CJ 1 m T28 L C C2R JEI m tt 1 UO3 127 I II CJI mIIEJ7-- C2R m m J to m u ul N. II ImII~ k/ wl 11 11 H 11 II 11 Ill II 11 11 1111 K 11 II ill II 11 II 3- 8-0Z u 14- 12-0-0 16-8-0 7-0-0 7-0-0 7-4-0 5-0-0 9-0-0 69- 0-0 Hanger List H1 HTU26 NOTE5: L) REFER TO HID 91(RECOAMEPDATIONS FOR HANPLIN61NSTALLATION AND TEMPORARY BMIN6) REFER TO ENGINEERED DRAWINGS FOR PERMANENT DRACIN6 REQUIRED. 7) ALL TRUSSES (WLIIDIN6 MISSES UDDER VALLEY FRAMW6) M15T BE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE DRACING REAAREMENTS 5.) ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRUSSES ARE DE516NED FOR 7 oc MAMMLIA SPACIN6, UNLESS OTHERWISE NOTED 5) ALL WALLS SHOWN ON PLACE" PLAN ARE CON5U)ERED TO DE LOAD BEARW6 LN.E55 OTHERWISE NOTED 6) 5Y42 MISSES MUST DE INSTALLED WITH THE TOP BEING UP 7) ALL ROOF TRU55 HANGERS TO DE SIMMON 1, 11026LINE550THERWISENOTED ALL FLOOR MISS HA46ERS TO BE 5MPSON THA422 UNLESS OTHERWISE NOTED D) BEAWHEADERA.INTEL (10R) TO BE FURNISHED BY BUILDER SHOP DRAWING APPROVAL M LAYOUI 15 TIE 50.E SOURCE FOR FADMATION OF TRUSSES AID VOIDS ALL PREYM AUTI C1URA1 OR MR TOM LAYOUTS REVIEW AND APPROVAL OF I* LATOVI AbI BE RECEIVED BEFORE ANY MISSES WILL BE DUET. VERIFY ALL COIAI' M TO 1N5W AMMI CAVOS THAT WILL RESULT IN EAU CHAR6E510 YOU tyntsl kbal kts 61 or ktr Builders FirstSource Orlando PHONE- 407-851.2100 FAX. 407-B51-7111 Plant Clty PHONE D15-75A-5Q51 FAX: 615-752-1'552Taylor Morrison Homes IL Eden III A 11 H'tns IIISIC . TB Lot 24 1. Gn Dt HD 1. 11- 2-16 Rick RECORD COPY City of Sanford ry Building and Fire Prevention Product Approval Specification Form Permit # //` 9 # 1 7- 1 9 1 4 SgNFpRD Project Location Address: 429 Rocky Grove Lane, Lot 89 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1.Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-112 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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 FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roof ng Products Asphalt Shingles Atlas Roofing Shingles FL16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinciles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather 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 li hts 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 L G7r.va CKAFE a0 E= OW" %amrtLman F"1Bcq.,Neffaw+T TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # c 70' I 7P I 3T• 5T WINDOW CALL -OUTS 76• 954 N375W n5W R59 N 051 V733SW 2354 U59 3 11• V usH to3.51 7011 34514 C 63, SS4 0*51.1 7551 3551 S z W 6 SW N * SA 76 SW 3659 IT Gc Yom K452 Y O MA FOR ALL VW0. 0M SIM AW 08TH,LOTKN f1lY VaQt' PER na cn aER ao s ECFlr nvs oz t REFER TO FLOOR FLA* FOR STTL-- OF VM CMD (SrYdE VM-S:L CA5&eTT- C51.OR FAD GL455• FW uv\ 40 4 l/ 1 j a ,.3, 77007 iri a0 ry for a ra a nl-at-r I m O.R It R4OffW YOYIUIO{M l O/ a]..aa. 000 io. 0..6f1.1/ IAR MM'WIM @HYd1 O Lr) Y 0 Qz 0o 0 z oc 0 oc 0 OoCMB 74'fC. Q t1'ta MAIN FLOOR hzoSF. u-PER FLOOR *82 SF. TOTAL LIVIT i 3412 5F. C-AR40E 441 5F. vw aar „R xor(s titwas•a4 LANAI 2135F. - mato:osga ENTRY 34 SF. 0"'A a.nw BALCONY 123 SF. TOTAL Sa FT. 42-1 SF. MAIN FLOOR PLAN NOTES 2A1t...te GARAGE RIGHT Tiac 1 SFl 1 rluror. J Fabo •/h m AA 1 7u mom Mal CO Qio[ anve Wu WnT w ve My= • f6 FDrIIp1MA 1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS # WINDOW CAM -CM Io• leaF(r MF;, 3V4FG 903F& I•' 1530 F4 IMF& 3M F6. (M F4 g36' W Sa "54 30305,1 WIN z N• Wh5N )D105Y "Su 1440V 6v 3 WSW, ID30 v 3M 5r+ I0 S1 V' 155L SW xW $4 3660 $4 W sw Ic 4C.VEQF: R31C/1OPE`GSFQQellfivD0u5, 0M NES 410 MALIATION MAT VAQY FER PAKFACTM4D5P MATH C3Z FORWUMPLe3FQQSITUCFIOM IbED 1'.4CiE v1Yi•6 tUSfi'P• C3tF OR FIYeO r! e5s FW M'Y I '/ 40m Pow"i tautLom c 0o C . h o $to$ L a 1lai i j$ a P i§ ea••i..17cCJ rri w ree wr w n rMC c}c!-rl T i I n•a nrt r wf auwtirrea rv7 l\ a+.vis.000 rd m.,2l.r•OD AM wnvrzwwarro• g — ti 3i I V/ i gi i to I W. V10 O• m riis ' mER pi 3 1 OWRPAcmTiC6TM j746 G 1 16¢aasFr 1 1 I Rf f T4 I prrcavrgfccR Ln 1J C'M ii f I MNYD`fJA1Db 1 Q LLbroaee Tu f"..o-o 6141W C1 7•Ir1 r•/ M 400MOWcptlMi7 Yr'Ytli f—_— R•:16 TOCA Ia t PW r u aruw 3 apt r I 11R7 J rr 1 JItIMMAI PM IDPJM `i7 i4= I laort0PI.4R Mla ..4 IIAC I LOFrar-a I r s Tarr 1--T rUr ctc I a Ali 1 I I I I I I I P gptr6un uce REOV.RS a MOiWF. rF01'JIRJ rtli hwllgi17F0.f M P7SfD ocacaalFA=teau ne aft Pm a uawaaLr: a ra amusaL rrE • xcmaau msouI'm lE,tto•xa6 W 4101IEI• Yl a•7 raratfr s-m um eo ae.nAl:aura loa a omw r* rhyrmI x-" FOUR• Numorrp"M OOO' rr111 rm.01 W W M PCOr"" uee nae®.xu cogr VY 11 rrareomatlfhri' 7U4fFlcR-A wW raw) nlaur aIW I PY IOrI IrilU6 F QD Y 2® I 111 O POWMT- c- PLC Mt. WOK 7'.0 r r.l • ,,i` A Y`J3.lr tix O u( ilF T O F— l4000 J F- 3422 cc. tai roe nni I PPOr 7LG:P !.•t! M04T s" ca awW tw+roRarorpOEMHruWk.• a u a.=ru w11 mr at Mum &Aolocoto WAM UZU61F"W, m W' M17RRrE'7r7rIC4 MIr4701 rrt9r q'. 1C•!. UPPER FLOOR PLAN NOTES 2D1 GARAGE RIGHT Florida Building Code Online F:,g6N-T -,60R Page I of 3 RegulationBusiness & Professional AOf&Dep= fli j Seas hrome I tog In I use, Uglsbetlon : trot Tooks I SubmR Surcharge I Bus nes- ..... 1, Product Approval Pfd osi usea: pubuc user Regulation i' o . r9mmWIC r. stun & facts I puer000rrc I reC son I OM Ste Map I uota I Search I All FL# R15225-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 Therrna-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgeonsultants.com Authorized Signature Vivian Wright rlckw@rwbidgconsultents.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Cary Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan J. lOng, P.E. P Validation Checldist - Hardcopy Recelved Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.oTglpr/car 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 25225-68M (6'8 Door Products Direct to Masonry) for Installation iristrutdbns. Note - Glaz ng Shall Comply With ASTM-E1300 04. (This product approval requires the use of ')' part number doors and sidelltes, which have been stained or painted within 6 months of Installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate dy „S22S R3C CeC Ic27c,c NMI certs.ndf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Created by Independent Third Party: Yes Evaluation Reports by Yes 15225.6 f. "Premium Series', "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and 'Benchmark by With and without Sidelites. Inswing and OutswingITherma-Tru" with Transoms Limits of Use Approved.for use in HVHZ: No Approved for use outside HVHZ- Yes Impact Resistants No Design Pressure: N/A other: See INST 15225.6-68 (6-8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agen r Certificate tti t sic ea i- r r. L»5.6 NAMI cells odf' Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Ft 15775 L 1NST im5j¢ tldr F! 1577C R II INST IS225.6490.odf. Verified By: Lyndon F. Schmldt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 5775 R3' AE EVAL Ls225.6-68.odf cttt:77K EVAL15225.6-80.odf. Created by Independent Third Party: Yes Saata6SIS : The Stab of Florida is an AArE80 employer. ri..s..tatn ]G07.2013 ears a deride_ :: gi"am statement :: Access :: Refund Statlnhem under Floride law, emap addresses are putdk records. It you do Act want your e-mdl address released in response to a public -records request, do not senddwbonkmpgtothisentity. btStW, eDhad the orpte by phone or try tradloorial map., U you have ary suWbnS, please ew"d l5ae87.1395. 'Pursuant toSedione5S—IMI), Florida Statute, elfeclNe October 1, 2012, Ikatsees flotriSea under Chapter 455. F.S. must provide the Department with an emal address 9theyhavearmThesmallsprovidedmaybeusedforoRklalconhmunimtlonwiththeIkenses. Xowever email addresses are public record. V you do not wish to supply a personal address, pease provide the DepaMhem with an emalleaddre55, s wh hcca made available to the pubp To determine t you are p llurhsee under pter product Approval Aeoeptx ER0 hrips://www.floridabuilding.orglpr/pr app dd.aspx?param=wGEVXQwd)gv3yVVKJZlQ... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-114 108 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/Outswingw/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Ontswing w/ and w/o Sidelites Specification: ASTM E330/E3311 TAS202 The "Notice of Product Certification" is only valid if the NAM 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 within till N NAMI's Certiftcatlon P ram is -accredited hv The Afnericen National Standards Institute ANSI . NAMI's Certified Product ustmit.at LVEWM,Na f r Glazed Design Missile Test Report Number Inswing Configuration or or Maximum Pressure Impact Outswinst O a ue Size Po&,Nez Rated Comments X I/S Opaque 310" x 6181" 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-01-741-10703.0/L-2097=F-254F Sinale XX I/S , Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0lL-2097%lTF-253F Standard Aluminum Astragal Double XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097MrF-254F Standard Aluminum Astra al Double XX I/S Opaque' 6'0" x 6'8" 47/-47 No ETC-01-741-10703.0/L-2097rITF-253F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 618" 47/47 No ETC-01-741-10703.0/1=2097%ITF-254F Coastal Aluminum Astra al _ Double OXO/ OX/XO I/S Opaque Door 5'4" x 6'8" 40/ 40 No ETC-01-741-10593.O/L-2097/TTF-253F Sin le w/Sidelites OXO/ OXXXO O/S Glazed Sidelites Opaque Door 5'4" x 618" 40/40 No ETC-01-741-10593.0/L-2097%1TF-254F Single w/Sidelhes _ OXXO I/S Glazed Sidelites Opaque Door 8'4" x 6'8"' 40/40 No ETC-01-741-10593.0/L72097=F-253F Double w/Sidelites_ Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 40/ 40 No ETC-01-741-10593.0M2097fffF-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al _ OXXO I/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.O/L-2097fM-253F w/ Sidelites_ Glazed Sidelites Coastal Aluminum Astragal Double OXXO O/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097nTF-254F Double Glazed Sidelites Coastal Aluminum Astra al w/ Sidelites to_.:-_- t..t.rat-!.'1-.•na--v VA 7in77 National Accreditation & Management institute, incA17-0 vevrgc TVuauuegwu wac.uvt.n .+. •.••w Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-RS 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 within ti ' NAMI'a Certificetioh m:is accredited by Tfie American National Standards Institute ANSINAMI's Certified Product Lou a at VVWWXV*m1LCca n. Design MISSW Test Report NumberInswingGlazed Configuration or or Maximum Pressure Impact Outswing O a ue Size Pos/Nex Rated Comments X I/S Opaque, 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0M2096/ITF252F Single X O/S Opaque 3'0"x 618" 67/-67 No ETC-0 1-741-10702.0/L-2096n7F25 I F Single XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0M2096I TF252F Standard Aluminum Astragal _ Double XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096MF251F Standard Aluminum As al. Double XX I/S Opaque 6'0" x 6'8" 551--55 No ETC-UI-741-11008.OM2151/['I'F252F Coastal Aluminum Astra al Double XX O/S Opaque 6'0"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF251F Coastal Aluminum Astragal Double OXO/OX/XO I/S Opaque boor 5'4" x 6'8" 40/-40 No' ETC-01-741-11008.0/L-2151/TTF252F Single w/Sidelites _ OXO/OX/XO ON Glazed Sidelites Opaque Door 5'4" x 6'8" 40/ 40 No ETC-01-741-11008.0/L-2151/ITF251 F Sin le w/Sidelites OXXO S Glazed Sidelites Opaque Door 8'4" x 6'8" 40/-40 No ETC-Ol-741-11008.0/L-2151/iTF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astraptal OXXO O/S Opaque Door 894" x 61" 40/40 No ETC-0 1 -741 -11 008.0/L-215 I tTTF25I F Double w/Sidelites Glazed Sidelites Standard Aluminum As 1 OXXO- US Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.OM2151/i-1 F252F Double w/Sidelites _: O/S Glazed Sidelites Opaque Door 8'4" x 618" 55/-55 No Coastal Aluminum A al ETC-Ol-741-11008.0/L-2151/iTF251 F OXXO Double Glazed Sidelites Coastal Aluminum As 1 _ w/Sidelites W lii M' /Ha _ vs n72 National Accreditation & Management institute, inc./4794 nGeorgeas gton e mo Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 4, `' 4- • r4` `-1 r1'ram' bps II + 11 a MULLION ' ` JN MULLION I I l/ • it •• •' e 4 11111 MASONRY • 11 SHOWN FOR MASONRY. 4 I REFERENCE ) II) REFERENCE OPENING I'I $ OPENING JHEAD AMBS OPENING EIiD I I Hm I I I I m do JAMBS k JAMBS A `' s j 2X BUCK j 2X BUCK I f 1 I V 2X BUCK I I I I I) I t uIIIIMULLION -/ r SHOWN FOR 'I I e1 ti Il d II REFERENCE II ro c I I _ _ i:c 11 11 N CIV POOR. 91N - Fly, W/SIDELRE SINGLE W/SIOELIIFS i e! kK` aHORIN' BUCK ANCHORING BUCK ANCHORING ,I 4 4' 4• 4• I I .4y r4y k 8• ti .t, FFF`I il'' i"•"'8- 1 u 11 1 JI MASONRY • 4 a1 4 I I SHOWNN FOR MULLIONOWNFOR n'J11 OPENING 7YP. HEAD A P• -I ( REFERENCE 1 n lSTRAGAL REFERENCE II JAMBS 1_ SHOWN FOR JAMBS I. ibmmin, ma0.55, 2% BUCK REFERENCE BUCK f t I I i c s f: canc eroanoswioovOnofMa omersmapbso*nfedtomdntahHien*L egp•drlahcr ro morlalofntz p, SHOWN FOR m ` 2 Cariaot iioAo iwftw rs noted os MAX. OI+ C&mgr to oa mw f0 1 °„d o I) ' REFERENCE I I mdhicththe edOtlAtawoomoKarleb o0dVondagnaerom anch Mba mapf»requedto eiuwo the IIAIGON dilwrhfonanrnolmeoeeded. 1 a 1 PMwOM efnf bf lellft;' N• . M• rr I I , 2 21 12 i ANCi M' 1 AlAfOl1X1'. M raAMb110R so m . au: s. osa er JKLts EFD7 iv r': :•,:. Irw • 1/ 1' 1. 1/ P pOUBLE ODOR pOUBLE W/ SIOELITES RUCK ANCHORING MASONRY BUCK ANCHORING d q' A TA CON OPENING i1- 15225.5-68 a C, 7. 3 J 74 SEE NOTE JI A SHEET 3 U SEE DETAIL 3• 1 ; 9 ASTRAGAL 1 MULLION SHOWN FOR d SHOWNNEFOR REFERENCE 1 ONLY 1 - 1 18 It3 1 t6 5 1 _ 18 12 I C • VIEW C — C• DOUB1 g DOOR W/SIDELIlES Item DESCRIPTION Material A' 10 x 2-1 2- PFH W0003CREW STEEL. 10 X H WOOD SCREW ' 1 x 4 Hine to rome STEEL 3 10 x 2 G. -PFm WOOD SCREW 19 z= 2 -LG- -PFH WOOD SCf?Ew STEEL 4 11 2-3/4 PFH ELCO OR ITW CONCRETE SCREW 1 4x 1-3 4 ITW P N CREW 3- 3 4 TTW P N RETE SCREW 3 18 z 3-1 4 1TW CONCRETE SCR1 14z3-1 4 PFH CONCRETE SCREW 1J 301 OR HOLLOW BLOCK 0PSI1N. CONFORMIGETOOAASTMMING TO C90ACItCONCRUE 1614X2-1 4 PFH (TW CONCRETE SCREW FAO R UGAR PINE,SG >=.0.34 21 374 THK. PRESSURE TREATED SIOELITE PAO 30 1 2 X I X 25 C GATED FASTENER N INsyPAIRSJoT im W/2X BUCK INSTALLATKN 913 W/1X BUCK Z INSTALLATION TYP. N ^ JAMBS I N SEE DETAIL ' 4• 4 J gi f cS d SEE DETAIL 1. wA. VIEW • E•— E• DOUBLE DDOR VIEW A•— ASHOW V/ *WINK coomrAw Ao= 10 OoOR JN1e ( O1E1r71D/B1 W/ 2X BUCK 2- INSTALLATION W/ 1X BUCK INSTALLATION 12 I C W/ 2X BUCK J INSTALLATION. y 0 W/ 1X BUCK 11 l INSTALLATION DETAIL • 3• B A STCRIIKEAPIA 0GAL BOLT AS SHOWN. 1 C. 1 QML • 4• 1[ 15Z2 5-68 c j or a c J WERIOR EXTERIOR EXTERIOR EXTERIOR INTERIOR I- 13 12 7 a 11 J 1 6m"vwwv"m- 8 INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR JNTERIOR r 13 a I 4 17 j 001MULLION so OZ VV SHOWN! FOR R. jrMASONRY_ MASONRY1. I REFERENCE MASON OPENING TYP, HEAD OPENING Typ OPENING Typ. $fell it doJAMBSHEAD " HEAD JAMBS OL b: 45 ZX SUCK 04 2X BUCK MULLION SHOWN FOR REFERENCE 2X BUCK— zSJhGLE DOOR26 SINGLF W/SIDELITES SINGLEW/SIQFI ITE 61 a .1 HUCKANCHORINGBUCKANCHORINGBUCKANCHORINGry 4 - 4- 4 a 144MULLION L. . I MULLION MASONRY OPENING— TYP. HEAD REFERENCE SHOWN FOR iI REFERENCEJAMBSASTRAGALSHOWN FOR HEAD JAMBS REFERENCE 2X BUCK 1 l fil 11 AST J:%- SHORAWN 2X. FGAL ORII edge cb)mwo 1011101110 iclbrft SUCK p REFERENCE location noted as 7A" ON COMW moat be o*Atod to edgedistance to mortarichtL adcRkrxd oorooro 6 maybetoqL*ed to emwe #w 7AAx. ON CmW dimension are not scoodod 1 Comastwond 10W.' 0 ANCHOR. AK&dJl I' m S& aw H• TAFCOI/C 11.11r r VIC 11. 1/c DOUR DOOR MASONRY noUgi F W/'qIQFLITES J. FL - BUCK ANCHORING OPENING RUCK ANCHORING 15225.5- 80 4 J. uc EE OEL J' Itl 'A IH/5rALLATK1 S7SEETESHJ9wSxrEETTYP. HEADI MULUONJ1 JAMBS SHOWN FOR REFERENCE SHOOWWN FOR I' REFERENCE I ONLY I 1 I. — SEE 16 f e B 18 t OETAII 12 LIL VIEW C'— C' / vxlA F DOOR W/SIDELITES n on ``W.. k+nl own 6• t W/ 2% SM. .A SEE SEE DETAIL I. INALLATp:DETAIL 1 WStuuTbll I. TYP. HEAD do ^ p JAMBS ASIRA h SHOWN FOR J ~ O REFERENCE IV I ONLY 1. W — + to S.. $_ E•_' DOURDOOR VIEW A'— A• SH M W/ CPWKU OO MAM scan TO OOOI1 JN9 OOMKC1171>D 8 C Itertt DESCRIPTION Material A ' 10 x. —1 2 P H WOODSCREW - -- B 1 LW STEEL L C 10 X 1 PFH - 1 10" x 4 CR ro n e to meSTEEL41 4 2- 3 4 PFH ELCO OR CONCRETE SCREW 1 4 x 1- 3/4TTW PFH-CONCRETE SCREW STE 1 4 x 3-34.. FH CONCRETE SCREW F S 11 3 16 x J—f 4 ITW PFH CONCRETE SCREWL t 1 4 x 3-04- ITO PFH coNcRETE-pREWE FV SONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 13 J01 OR HOLLOW BLOCK CONFORMING TO- ASTM C90 g 1 4 X 2-1 4 PFH ITMV CONCRETE SCREW HEADER JAMB PINE SG >- 0.4 W000 21 3 4 THK. PRESSURE TREATED SIDELITE PAD 30 2' X 1' X 25 GA. CORRUGATED FASTENER STE 1' JI DETAIL '4' A DETAIL '1' ATTACH ASTRAGAL THROW BOLT 1 STRIKE PLATE TO FRAME AS WN 1 ' DETAIL 'I' FFji r Q3e I I I's LL i i_ fk._ OrG. Cn JK " ow v: LFS INTE j Rwdatl T N V CROSS ON EXTERIOR INTERIOR Q O• • UMRIOR r l// W/ !•/ MOOMM v h n INTERIOR 6 't/ERfI ALg SECRbN: 6 eon. on as er JK na. •n' lF5 ' mn.ao •a FL-152Z5.5-80 ; I 49 INTERIOR INTERIOR M © c IT EMIORQ INMRIO IWERIOR ®.. •, EMRIOR SMIOR© M INE t mmcS1.rf WORM "Mr LCROSSSECnOEL 2 2 Wbw W.O HEAD IA/l'tiEAD / MUUIOH J SHOWN FOR R8604CE r I* VIEW Y'•"C" SINGLE DOOR W/SIDELUS it 90 SEE IAILV VIEW T-Ir VIEW V-b' CONGRItEANCt(f7R 1. orseherfoeanorspr the Comes nap be aadtuled to mahtcN the nn. bb 2 condereanahal000soronoted otWA, O/+ce+rHtmia+beacijusreero motntah the rntn edge dMonce to o-0 4t oddrlard cnnaete andas mod be n,quled to ensue the'MAX ON Ce+IER'denendon ore not exceeded. a Canaeteaata tabfe: ANCHQi ANCHOR AIQi .. M • .. -_ - . j. MmL: , tOAs7JAGEif iYl' 8 0 1/ e rAow- 1/e 1•i/f 1• P ULI '4 IIW • 3/ 1 1-1//' ASSHOWN AS SHOWN SIDQftE NOTE: 1. fieslde9reBddectsettnto the Jamb with (121M8 x? Pfh. wood screws Thera are (4) of eaM verticalJamb. from thetopdownat13.5.31 . IB.S 3 W. There are (2) of the header of I' from the out0de comers of the fnsrrse. There are (2) at the slL C horn the outside COMM. 44: -16'r 11- L tr D 11 P. O HEAD ISHFJID r F L o maw i. SHOWN FOR s DICE _ 6r9/Iti' JAMB n TM. O JAMBS m/IE JMAB SINGLE DOOR W/ 0DEl11E VIEW w-r it Q 0 Z0 EE lrt: l' V. J'. - - M. O JAMBS 4911 d' JAMB sm DEFAIL9' g 1 m i R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Velrieo, Ft, 33595 Phony 813.659.9197 Florida sow orProresslonal Ensilmrs Cenificsic orAulhorirsrion No. 9813 Product Sub Category Manufacturer Product Name Cate o - Thermo Tru Corporation Smooth -Star" and "Benchmark by Thermo-Tru" Exterior Swinging 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels wl & w/o Sidefites Doors Exterior Door Edgerton. OH 43517 Inswing / Outswln9 Assemblies Phone 419,298.1740 _ Insulated Fibe lass Door with Wood Framesr9 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System IDS 1998) for Thera 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 end 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. Limitations: 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 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 NDS 2012, AO 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 / sUW material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.68 shag be determined by others for specific jobs in secordanee with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5.66 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents. 1. 'Tost'Reoe t 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 / E1686-02 / E1996-02 2. Drawlna No. Prepared by No. FL-15225.5-08 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared -by Anchoring RW Building Consultants, Inc..(CA #9813) Sheet 1 of 1 Testlna taboratmr ETC Laboratories ETC Laboratories Testing Evaluation Lab. k•.t'' /%V'1. fir! Sinned b Wendell W. Haney, P.E. Joseph L Dolden, P.E. Lyndon F. Schmidt, P.E. Slansd 8'Sealed bl Lyndon F. Schmidt, P.E. Slaned $ Saaled by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6f2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Dox 230 Valdes. FL 33595 Phone B 13.65"197 . Florida Board of Professional Engineers Ceeifkale ofAU11106zation No. 9813 Scope: Product Evaluation report issued by R W Building Consultants. Inc. & Lyndon F. Schmidt, P.E. (System ID A 1998) for Therma Tru Corporation, based on Rule Chapter No. 61 G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business b 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. Umiretions: 1. Thls•product anchofhtg has been deiwetoped In 00"Oence with the Sth Ecrdlon (2014) Fbtlda Bifildtng Code (FBC) sUuotural regWrements excluding the:`Filgh vetpe(ly Ntir9cans•7.oiie". Seethe CertiReadon Agency-Cefifcs%- SI'fts, apeciflcatials and dtls(gr pressure ratings: 2. Product4tnehm shall be as !fated and.spaced as..shown on details. Anchor embedmenl to base material shall be beyond walldmsslilg, stucco. foam, brick and other wall 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-15225-08M. S. Where shims are used, they must be a "rigid / stIW 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-15225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documerrta: 1.- Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E188"21 E199"2 ETC Ot-741-11006.0 AM E330-02 / TAS 201. 202. 203-94 2. Drawina No. Prepared by No. FL45225.WM RW Building Consultants. Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA ti9813) Sheet 1 of 1 Tamtlho Laborstiff Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Sian" a-8ealed Iby Lyndon F. Schmidt, P.E. Slariad t'S&sIvd by Lyndon F."Schmidt, P.E. Ix OF .: w' . ice `- S......... • ` :16 f , r0 11 All0o , Lyndon F. Schmidt P.E. FL PE No. 43409 207015 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 70 STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE A-RCHITECT OR ENGINEER OF RECORD. 3. lX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE-ROOUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHCR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6D63-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/ 4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 0. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION D_TA!LS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOWE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTUREWS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8• THICK MINIMUM TABLE OF CONTENTS IEET NO. DES:RIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS RMSW.4 0.SdIV110N GTE APPROVED ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED RANGE InSTALLATIONS 12/06/13 R.L. REVSED INSTALLATION DETAILS 08/05/15 R.L. l L3 I E SIGNED. 1012712015 MI WINDOWS D DOOPARKWAY LLC 11 IIIto?///, 00LAKESIDE FLOWER MOUND, TX 75028 5 r pEIVs'6'%'pi fvt1(oytl SERIES 430/440 XIX SGD t a3" x 9 REINFORCED 6611/ E*= NNOTES s o TAT O'er;s 'C(ODRAM11NtNO. REV 08-00503 D s41NA 11E SCALE 11Aa S"mNTS02/23/09 I OF 9 A 6' MAX - 1 6" MAX L i7' MAX O.C. 96" T- MAX FRAME HEIGHT I i I L 6- MAX 143' MAX FRAME WIDTH 6" MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RA77NG t40.0PSF NONE SEE CHARTS Of AND 02 FOR OTHER UNITS R477NGS CHARTII I - I WHERE WATER INFILTRA77ON RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 RLMS"'s DMRPT" ADDED CMAR7S RENSED PER NEw TESTING ADDED FLANGE INSTALLATIOnS REVISED INSTALLATION DETAILS Design pressure chart (pso Frerro SII'9Te Panel and Total Frame 1Mdlh in) Right J0.0 36.0 42.0 1 47.7 in) 90.00 106.00 126.00 143.00 Pos I Neg Pos I Nag Pos Meg Pos Meg 84.0 40.0 1 60.00 7.9 40.0 520 4Q0 48.0 58.0 40.0 60.0 40. 40. 0 54.6 40.0 48.9 1 40.0 45.0 920 40. 6 40.0 51.7 40.0 461 40.0 423 KO 40.01 5&6 1 40.0 1 49.0 4" 43) 40.0 40.0 CNART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (pso Frarre Sk* Panel and Total Ftarre Width (In) HeightADM 3C 0 36.0 420 47.7 9Q00 106.00 126.00 143.00 Pos NV Pos Nog Pos Meg Pos Meg 0 50.0 60.0 57.9 57.9 52.0 52.0 48.0 49.0 d8.0 60.0 60.0 54.5 54.6 48.9 48.9 4.0 0 0 6 6 59.6 61. 51. 46.1 46.1 423 42.3 96.0 7.6 56.6 49.0 1 49.0 43.7 437 40.0 400 CHART act Number of anchor locations required Frame Single Penh and Total Frame WWth (in) Height 30.0 36.0 420 47.7 N) 90.0 108.0 128.0 143.0 HdS Jamb HdS J mD H6S Jemb HdS Jamb 84.0 6 6 7 6 a 6 9 8 83.0 6 6 7 6 B 6 9 6 92.0 6 B 7 B a 6 9 8 96.0 8 8 7 B a 6 9 8 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS F.A. 1 08-00503 w"r NTS A'r 02/23/09 S"`-r2 OF 9 an APFROVO 03/06/12 R.L 10/15/13 R.L. 12/06/13 R.L 00/05/15 R.L SIGNED: 1012712015 O/'/ r,•GEMSF9J DTgs*. OF ;4u 1/2" MIN. ACV DEScm"ow Daft A MIOVID EDGE DISTANCE A ADDED CNARTS 03/06/12 R.L 8 ' REVISED PER NEW TESTDIC 10/15/13 R.L 1 3/8 MIN. C ADDED 1--E INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EM IEC ENT 0 1 REVISED INSTALLATION DETAILS 08/05/15 R.L. OR 2X BUCK BY OTHERS J_ 1/4• 1 3/8• MIN. 1/4" MAX. EMBEDMENT SHIM SPACEIFsJ` IM DSO WOOD S. PACE N. INTERIOR pLSCREWEDGE2-WI NCE 777 10 WOOD SCREW IWOOD FRAMING 03 2X BUCK BY OTHERS EXTERIOR I I i 1 11 11 11 11 INTERIOR LVLL VIJIMI.L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FlNISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 J10 WOOD SCREW GE SET IN APPROVED MIN, RENT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FRAME INSTALLATION DETAILS omw.r. on NO. F.A. 1 08-00503 smut NTS "Tr 02/23/09 *EE'3 OF 9 SIGNED., 1012712015 METAL STRUCTURE BY OTHERS J10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE II 1/4" MAX. SHIM SPACE EXTERIOR 3/4- MIN. EDGE DISTANCE VERTICAL CROSS SECTION META[ STRUCTURE 1NSTALLAT/ON NOTES: I. INTER/ORAND EXTERIOR FINISHESS BY OTHERS NOT SHOWN FOR CL ARfFY: Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1S OR RILLING INTEHIOR L TO BE SET IN BED OF APPROVED 4LANT I1 3/4" MIN. ED.E DISTANCE T' 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4- MAX. SHIM SPACE F.A. IRNS&S oc&mOItlN M7E sPAovto ADDED CHARTS 03/06/12 1 R.L. REVISED PER NEW TESTING 1 10/15/13 Rt ADDED FLANGE INSTALLATIONS 1 12/06/13 i R.L. REVISED INSTALLATION DETAILS 08/05/15 I R.L. JAMB INSTALLATION DETAIL METAL STRUCTUAE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS OnC 11D 08-00503 Tr 02/23/09 S'4M 4 OF 9 SIGNED: 10/27/2015 J\ 5111R11 GENS'9J1 EE OF i F ORlO . +sa1JA 1l aG`\ RM "S 2 1 /2' MIN. REv otseltr om GATE A FR ,NED r EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING :0/15/53 R.L. 1 1/4' MIN. C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. c EMBEDMENT 1 1/4 COI E/ ' MIN. t/y MAX.REVISED INSTALLATION DETNLS 08/05/15 R.L. EMSEDmENi r SHIM SPACE MASONSONR" T- BY OTHERS 2 1/2' MIN. OPTIONAL EDGE DISTANCE Ix SUCKTO INTERIORFoTOBEJ, 1/4" MAX. OPROPERLY SHIM SPACESECURED 3/16" TAPCON SEE NOTE 3 SHEET t ' 1 3/16' TAPCON j r' • I CONCRETE/MASONRY Fly EXTERIOR I INTERIOR OTHERS ' O SILL TO BE SET IN EXTERIOR A BED OF APPROVED 3/16" TAPCON SEALANT JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION MASONRY/ TO BE PROPERLY SECURED CONCRETE BY OTHERS I SEE NOTE 1 SHEET 1 f b • 1 1 /y' MIN. N INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CtARrrY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE1 • •• DESIGNED IN ACCORDANCE WITH ASTM E21 I2 VERTICAL CROSS SECTION _ CONCRETEWASONRY INSTALLA 77ON 2 1/2 MIN. EDGE DISTANCE T:2= 1 S ` L_ A SIGNED: 10/27/2015 r MI WI9000uKEs oND PDOOWRS LLC `\\S1R 1 fLIp/i,, FLOWER MOUND, TX 75028 •GEN p 9 i SERIES 430/440 XIX SGD _ * p 5 x 143" x 96" REINFORCED G E ; tv FRAME INSTALLATION DETAILS TAT OF oRAm l owe RD. Rev j'OE`•'c[ mot suLF NTS G"I 02/23/09 08 511oR530F 9 D ,/,/s91O11i110NG\\\ It-NL90N5 1/2- MIN. Kv DMRFnoN DATE I aor*wmEDGEDISTANCE A ADDED CKARTS 03/06/12 R.L. B RENSED PER NEW TESTING 10/15/13 R.L. 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. OR DOD R2X BUCK FRAMING EMBEDMENT D REMSED INSTALLATION DETAILS 08/05/15 R._ LBYOTHERS 3/8' MIS. 1/4' MAX. 1/4" EMBEDMENT SHIM SPACE MAX. SHIM TO SPACE1/ 2' u1 INTERIOR 10 WOOD EDGE DISTANCE SCREW DD D EXTERIOR I I INTERIOR D C 010 WOOD D i SCREW 1110 WOOD SCREW SILL -0 9E SET IN t A BED OF APPROVED SEALANT wooD FRAMINGEXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL 1 OR 2X BUCK WOOD FRAMING OR2X BUCKINSTALLATKMI IBY OTHERS 1 3/8' MIN. EMBEDMENT 1 / 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WORD FRAMING OR 2X BUCK INSTALLAflON NOTES. 1. INTERIOR AND OnEERIOR RNISNE& BY OTHERS, NOT SHOWN FOR CLARFTY 2. PERIMETER AND JOINT SEALANT BY OTHERS TD BE DESIGNED IN ACCORDANCE WITHASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN. owo to. F. A. 08-00503 5c4E NTS — 02/23/09 1 sm"' 6 OF 9 SIGNED., 1012712015 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE I LA I tHIVH r,w) i 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES* I. INTERIOR AND EXTERIOR KNISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE I OR 3/4• MIN. LUNG EDGE DISTANCE L TO BE SET IN BED OF PROVED SEALANT 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RLVISORS REV DFSC*L* ri DATE AMROVED A ADDED CNARM 03/05/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FIANCE DWAUATIONS 12/06/13 R.L. D I REVISED INSTALLATION DETAILS 013/05/15 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 L-- I L—;;> C—x2I,"L 1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SOD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS w"m DRc ND. F.A. 08-00503 W-" NTS I "E 02/23/09 1-7 OF 9 SIGNED: 1 D/27/2015 E 8F •1R p A OF • ORIOP• 1MA11\? G``` RLVLSM 2 1/2" MIN. o=A' + CAN .ar - CONCRETE/ MASONRY EOC'c DISTANCE A ADDED CHARTS 03/06/12 '1 RA 6Y OTHERS I 3 REVISED PER NEW TESING 10/15/13 R.L. i • C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. a •• 1 1/4. MIN. EMBEDMENT 1/4' MIN. 1/4• MAX D REVISED INSTALLATION DETAILS 08/05/15 R.L. EMBEDMENT I SHIM SPACE I i 1- T. OPTIONAL 2 1/2' MIN. u 1X BUCK EDGE DISTANCE ° To BE INTERIOR PROPERLY 1/4' MAX. .... '-: 1 i a ' SECURED I OENOTE3SHIMSPACEe SHEET 1 3/16' TAPCON 3/16' TAPCON I o CONCRETE/MASONRY DEXTERIORINTERIORBYOTHERS 3/16- TAPCON SILL TO BE SET IN o • EXTERIOR A BED OF APPROVED qDSEALANT OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY SCONCRETEAIASONRYINSTALLATNON CUREDSEEE NOTE 3 SHEET 1 MASONRY/ NCRETE BYOTHERS a. —T 1 1/ 4• MIN. EMBEDMENT I VERTICAL CROSS SECTION 2 1/2' MIN. CONCRET'EAOISONRYINSTALLATTON EDGE DISTANCE NOTES 1. INFERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E21 r2 Til 1 S • (n cl MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/ 440 XIX SCD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAW FA • 08- 00SO3 NTS °`'c 02/23/09 —8 OF 9 SIGNED: f0/ 27/2015 OJ`9 R 1Llo** 0 6•* ZETATE OF - i0 i R• A R1CP• '• ONA j1E 6` 1 5/8" MIN. EDGE Mi. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP e 1 1/4- MIN EMBEDMENT i% BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED RII I 3/16" EXTERIOR -? -"— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM HOOK STRIP 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT I WOOD EWa--! EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCK/WOOD FRAMING Kvl!w $ DESOhPIOM D.r, PPROVM ADDED CKART5 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 ILL ADDED FLANGE INSTALLATONS 12/06/13 R.L. REUSED INSTA_LA-10N DEVILS 08/05/IS I R L. 3/4" WIN. METAL STRUCTURE { EDGE DISTANCE 9Y OTHERS i TRIM INTERIOR HOOK STRIP \ 10 SELF DRILLING U SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 i-1 Chi L-v L SIGNED: 1012712015 MI WINDOWS D RS LLC 00 LAKESIDEPARKWAY WAY511R 9s% FLOWERMOUND, TX 75028 pENg 00 5 SERIES430/440 XIX SGD 1143" x REINFORCED HOOKOK INSTALLATION LATIONDETAILS a ST E oATOF cCORIDV' DRAW. Dec MD. av 08 03 0 iss/oNA I aG``\ s0swcaTLNTS02/23/09 9 OF 9 Florida Building Code Online E c CSF"') Page 1 of4 ProfessionalRegulation RofidafYry rtnMtttf SOS Home I Log in I Um RegWntlon i Hot TOPICS submit Surttorge 1 stats a Facts Publications FaC SUR SM SRO PAP LWMa SWO resBusii Product Approval U Profe. A i w u Regulation s MekajjwldSl 3 . apWtaeuat Dataa Fl. # FL5302-R6 Application Type Affirmation Code Version Zola Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Amara Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.joyner@amarr.com Brandon Gentle brandon.gende®amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gentie@amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amerr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L Shelmerdlne PE-0046579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urlch, PE I ! Validation Cheddlst - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code h4s://www.floridabuilding.org/pr/pr app_4tl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 f 4,I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ' , Yes ' No ' • N/A Product Approval Method Method 1 Option D Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 suinmsrV of Products FL P Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009.110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No RM02 R6 11 IRC-6009-110-21 Drawing 7-10 R._odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. W302 R6 AE IRC4009-110.11 Report 7-10 R_gdl Glazing option shall not be used in wind-borne debris region Created by Independent Third Parry: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions. Approved for use in HVHZ: No FLS302 R6 11 IRC-6009-100-11 drawine 7-10 sealed.adf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports other: Design Pressure +15.6/-18.7,Not for use In HVHZ. 0= 86 AE IRC-6009-100-11 report 740isealed.Ddf Created by Independent Third Party: YesGlazingoptionshall -not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a rep a—f cement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (11650) Dwg. IRC-6009-120-15,Thru 9' wide. Limits of Use Installation Instructions.. Approved for use in HVHZ: No FlSW2 R6 L iRC4009.120.15 Drawing 7-10'FL.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE•0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other. Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R6 ' AE IRC-6009.120-15 Report 7-10 R_odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation instructions.. Approved for use In HVHZ: No RS302 R6.11 IRC=6009-130-15 Drawing 7-10 fl.gdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other. Design Pressure +26.7/-31.6, Not for use in HVHZ. FLS302 R6 AE IRC-6009=130 15,Reenr 10 R_odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially -enclosed or door Is a - replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of use Installation Instructions Approved for use in HVHZ: No FLS3D2 Raj 11 1RC-6009;140.1S•Drawhro 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other. Design Pressure +31.0/-35.1, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. FL5302 R6 AE 'IRC-6009-140-15 IteooR 7-10 FL,odl Created by Independent Third Party: Yes 5302.6 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use In Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F S302 R6 lI. tR!'-60 9-i-15•DriwMoJ=10'FLodf Verified By: SHELMERDINE Impact Resistant: No I Created bylTOM Party Yes Design Pressure: +35.6/-42.1 Evaluation Reports, . Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. • r1 c 5 R6 AE Ill-6009-150-iS.ReooR 7-10 FL• ad YesGlazingoptionshallnotbeusedinwind-borne debris region Created by Independent Third Party: unless structure Is designed as partially enclosed or door Is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of use - Installation Instructions - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Fi Sal 2 R6_l1 •IRC-6069-169-1S Orawtno 7-16 FL.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports .. ,. Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FS7n1' Rb AE IRC-6009•-169 IS Report 7-10 Fi Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party; Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-1OD- 15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes BJ392 R6 11 M-60i6-100-15 Drawlrib 7-10 FLpdf Verifieti' By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluatipn Reports Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. b.S30i R5 AE IRC+6di&i00-L Report 7-10 FLpdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide; Oak Summit (M650) Limits of Use Installation Instructions Drawlno 7-10 ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes F S302 R6.11 IRC4al(?-1iod5 F -pdf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other. Design Pressure +18.3/-20.8, Not for use In HVHZ. F1 S302 R6 AE' IRC-6016-11D-1S Report 7-10 FL Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of use Installation Instructions Draydag ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes 3302 R6• n 1RL-60t6 120.15 7-10 FLpdf Verified By: Impact Resistant: NO Party857 CreatedbyIndependentTOMSHELMERDINEDesign Pressure: +21.8/-24.8 Evaluation Reports f Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. SQM1 R6 AE IRC-6016-120=1S Repent 7-10 FL.pdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302. 11 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Dwg. IRC-6016430-15, 10' Thru 16' wide. Installation Instructions cr p2 'R6 I1 IR4t W1I&Y?O:L Drarilna 7-10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports _ Created by Independent Third Party: Yes 5302. 12 Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https:// www. floridabuilding-org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seV ZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a, replacement door. Installation Instructions Verified By: TOM SHELMERDINE OD48579 Created by Independent Third Party: Yes Evaluation Reports. FL5302 R6 AEARC4016-140-17-recort 7-i0,sealed.ndf Created•by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions 01 ml02 R611.IRE 6016 i40 24 drawlnn 7-10 ated.odf Verified By: TOM SHELMERDINE'0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Parry: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. Created by Independent Third Party: Yes Evaluation Reports , f7 t70Z R6 InwF • IRG6r 16-]45-24 rrnert-7.30 sealed, Created by dependent Third Party: Yes I5302. 15 I Stratford (M600); Heritage (M950); I Dwg. IRC-6018-110-15, 16'2 thru 18' wide. I OakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions. 5= R6 11 IRG- ] 110-15' flo 7-10 ntl_rVerified By: TOM SHELMERDINE'0048579 - Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 16 • . Stratford (M600); Heritage (M950); I Dwg. IRC-604-120-15, 16'2 thru 18' wide Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door Is a replacement door. lim Installation Instructions 145302 R6 11 IRC-6016-120-15 DravAno 7.10 Fl odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes contact us:: loan alarm resume ib.am TilMtiessne 11 >t7 Plrarie:•bSD:etl'!:]t114, The Shoe of Rorlda is an AA ECO employer. ' :: :: ill : s $spind StatementUnder Ronda law, emalladdresses are public remrd7. if you do not wend your e-mall address released In response to a Public -records request, do not rend electront mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contac1854487.139$. '"ton! to Section 4SS.275( 1), Florida Statutes, effective October 1, 2012. Ileansees Iterused under Chapter 455, F.S. must provide the Department with an ernan address Ir they have one. The emats Provided may be used For official communication with the licensee. However emall addresses are publicrecord. If you do not wish to supply a pers"I address. Weise provide the DepartrMm wltln an !mid a00rass whldn on be made evallable ta the puDlk. To determine if you are a licensee under Chapter 45S, F.S., Please dick btrl.• Product Approval Aceeptsi WO,®. it ..`. Gedi: r nit SAFE https://www.floridabuilding. org/ pr/pi app_4tl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 AUJ31AXE RMIss CARWTVt ATTAtao W m 1/4' a 1/e' p.T a RUT KR WAOXT 16 TIAdler jlV4- vV..00 V/fT scamaYM. MCr awav L 7DP tKO Ci sa .rt a ro STRIA ARtSi I TARESM Y ex V/ m Vs 16a WCA/ =W43 At CAM cell ME INSIOE ELEVATION W,ra' i • . to 1/41 E ao. i tuuwtrro AT t MIO slidrT6C3 rICI rs .T , ' tm iaER c°Ui1sa K .TTAOo STaL m CIO STN" v/ I RItxISAosaxesrtTta11w1 Y 7-14LL STCa 0Ea WNAIanlTsaolRal 7roluL auRAwc ENO IenDE i1 w, M soM+r14u .1- aAr 41wAaxt .Aso SCsn• Oss : aaflacTR111 . ae y13bRG 7/tr Ow aar q rat anusiW73 WT rya IaK7 iAif TRACT( MOUNTINCzDETAIL W. ts sutiT tv saTsw Ilr r g iTTAOlr 7Tallr K RW6CT I fiap TlbGll r O OL(K raw 0 CIDXCIMN L'ICAI mm iTVENC3_ _ m RAM u a na a IRa( STWt ATTACK_ iRW6E 70 >a ti 11/f ti Ot1M/AL Q Ir03tICLTCa alA CAM vW NOc t M TO LC rrAR11[Y m a vA• WAD SOxV7 ._. Iemr tAeuA Ta 1116 Mlr rtbf6 10 Aq AT laa tIRAOiR fu spe iT.& C Tana a ras JIM PACKET VACM TRACK 0011/101 RATMM TOIL We UP TO /a' TAIL OOOR7, itA MtEQC M enwoR s e+.a v/ r rEraool.ret IoriwsAln alArls s sow.Tr tea. Wrr Imt a 11 twos EW 33u30. Oioo YEIHOD OF lES7WG WAS IN SUBSiANTU4: GONFIA MICE MTH 1HE f6D W A57Y TWA V we iam PRESSURES ESTO AM 111ty/pASYA t08 SHE PRESSURES SHOW THE ASLE 7-10MNW "sisal tom an Mw IN eeou Nuoaa A.a u RAMNGS MRRE ETERSTE'0 USING HE aj/)13M70 PARAMETERS (S ,FEES OF DOOR 11a)M W THE a A w "% IV =r w • sp amassntonoAsnua •s•A • • u a a ma ts1A / swlm oelr I AT ANY mL.00a man. a •A•A•• d ^'^' unO"• was u 1 R. AIR.O UWnw In1 NO SPEED MPHISS1411 •134 t 2B 122 EXPOSURE LEVFl B C 0 0" p N tow W. a saIsaaWw .Swt1a1 a s.aA.s1o1e1. a IN70 a/ tAw6lW K AAat a An110p1P1a, 0a0A w7so MEAN ROOT NERIIT 3G 13' 1 25 n •a ° Rip f sat /1/¢ O W YQI WI9MIf A O Ql i Ip 1rC IOO fllal Oa1M3¢R D alas tC x 9 0 1.. SMF 'F; is • LV 42LS'PSF. •D: G/ 24.8 PW g tSt 1aAOs ' s e a 1 ssQp `Ai au7Pir\n' '••....•d .. 37.2 PW ONA hApllrt FL KS oMeeraC,/ m. r_ _ ( vU61o+-wOL WG me MODEL /550 OAK SUMMT V/DuraSete MODEL./a00•SVAWORD Tr f MODEL' /NM 46RRAGS at0. Short. G, 1 • limb. f SutemltPanel's al gnu I AI¢ a1/Opl rm ww 8 0 r IU I 01¢ M/WOl I IRC-6016-120-15 am 11t s OE & pART PANEL mGLAZED SECTIW! CTTR(IT AND STILE LArWTS) is 11 HBO PHU r Ion! 6l4TLDSr"" ierel1'r'AIID^ffD.f LS!YGUftT. Aens(ew wss (errwr.s ( v A al0r. OOOeS'(6S iWe (fie wR (nOr vse•9tle( PAM CLAM a a® (anon WOOD JAMB ATTACHMENT TO STRUCTURE_ E • a Vr ao[terort, Itll'T!'AILVE AIbQ:air 7l!•IVA::Sf !C 'Oms`,Tlld••Y DI. Q Ya• E+1_tNn TIV/IMYRff RC'D........ p: , » S A• ARrDcI'c: PIIOM Om! T!P *4 dL6L„ ce ,!r'EIOIEDXENn 16C PADtS Or rAsloos T Iw X E-i/A• KC/O(. U. SC/EVf STARII116 c' iRml fMDS. USC IAOIS OF iA T od+r <r Awtn Ar Iv ae. a erA• eamlewn EAeEO'"M . USE /AS UM IOR IRLUV C-9P SLDMO AGS on pIM T ®SJNLLS EPICI POVIDE A rLm lama" SUWALE. NOL OIiDUIEO E sTakNK S1cUCTlc1[ •. MOM s1RucTus o- Mll 1-1 4- W° • b allotscwv( OPTIMAL SNDRT PANEL INTERMEDIATE GLAZED SECUM (STRUT AND STRc LAYOUT), MIl LMTO en M (m I W (L tTCTIO' Kiivt wm cpa ie t/0' 30-t/i' I Ie•sn• . a e• Lab PAIO;L G AZDG rAS(EMTR WAIL SNOT PM[L GLAZING rAS(ENO( MAIL Kf-- Nli GL a- I G OPTION CROSS 'SECTION OEM ETS ,0'.6% ga LIRu RE>ilor prprfor sa100ir TT(AIQ OPMONAL Dean WMRTS 1 iN UV'OAOILCTgN 10TN uv MORM11014 J/Jr TACK SSB f;l/LSS 1 A u7i(OtAeA Cos ArLL mie (e.•( MOLDED litsm... C c SFCn0N B—EL AVAUAM TRAM( CDNppIRAUDNS wr :: MAX 512E ` AA5 it ..LASTnew,ee •rA 1i; NroT1 pA1. NppT Y ,e,.• GEM4 TJC:F! ticr4,3 1C Y'a . 7 i76$1.1: Ct • .. ((1I F L t` ttps`` a to CA cps( veeip.sA.t11 Aa em J10DEL /060-OAS 6UWU'i/DuraW* mom /500 $ MS08D.v/Duressfe MODEL. 09W mffaGS 11 short. tons. WmD.k Oc Bomzflt Panel's wl mu irr pl I ME W8O I ymum M 4ij L- tJeww RL" Ll-'AtEJt-D'lj= Ks ML-- 0 LJU LMA uld LLIJ Uij Ella Lira am Lmi ua Emi ua ma EM om EWEAEAMMM silo Lim KIA iU, UA " LA fw"Cd Mm"I""Cola KZAEaEIW"uAramommm"UMA"LIV tlfdUMUALW NUAUEAVALAUA PA UN JOTT—Ir bTRUCTURAL -bOLUTION,S, P.A. ructural Engineering -A Unvest•lgatlons • Consultl,ng GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: 111C-6016-120-15 Test Date: 11/8/2012 Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 1 Model # 600 Test Pressures: 32.7 psf, -37.2 sf Test Locaiion Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: U to 5 Feet of Door Width in Zone 5; An Roof Slope; Enclosed Building Es . B MR30' H 155mh Eip. C,15' MRH 141mh.. C, 25' Ml2H . 134•mh E . D,15' MRH 128mh E . D, 25' M1tH 122mh Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A l6'-0" wide x 7'-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " high 25 gauge galvanized steel sheet Each section was reinforced with two 3" 20 gauge galvanized steel struts, except 1 strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge ateach end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used m the test The test unit is further described on Drawing IRC-6016-120-15. Manner of Testintt: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door fast, and then negative pressure was applied. Stepl:.Preload.the.door-to_50%.of the.Design.Emwwe.andlwld.for_10-seconds..Step.2: Unload.the.dDmfor-l-to.5 morniteg . Step 3: Load the door to 100% of the Design Pressure and bold for 60 seconds. Step 4: Unload the door for Ito 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations; No faihrres occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary A 161-0"xT-O" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16-0"xT-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing 1RC-6016-120-15: 16' x 7' Model 95D doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin ) Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin 8 short panel (18-1/8" x 10-5/8') or 4 long panel (38-1/8" x 10-5/8'1 windows (3/32" annealed glass minimum - meets ASTM E1300-04) may be installed in l section Submitted By. STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenues Greensboro, North Carolina 27410 • (336) 856-2686' Fax (336) 856-2687 NC Finn #C-1096 i Florida Building Code Online Page 1 of 4 FL17676.2 777 Professional Regulation r FbrW DpMM;d eaS Home I Lop In I User Registration I Mot Topics I submit Surcharge I Scats a Facts I Publications I FaC staff I eas site Map ! unla ! starch Busines Professi I ProductApproval VSER: PuDbc User Regulation Product Approval Menu > Product or Application Starch > 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 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 Ext 2560 bsitiinger®miwd.com Brent Sitlinger bsitlingeromiwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Eli Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.orglpr/pi app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG]... 5/26/2016 d- Vekiawr / owebar s Aomin>streW MI VHndows & Doors. LLC 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 successful completion of WAls,•and the reporting to the AdminlslraWt of the rr suits of tests. accbmpanied-by related drawings, by ari AAMA Accredited Laboratory. 1. The listing below -will be added tc the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDNWCSA 101/1.SMA44048 LC-PG40'-014x2l34 (3ibM)-" Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SEIBES MODEL -a PRODUCT DESCRIPTION MAXIMUM SITE TESTED 3540 SH (FIN) FRAME SASH MI Windows & Doors. LLC. 715t3 PVC)tO/X](IG)(INS Gta 914 mm x 2134 mete 867 turn x 892 mm Code: MTL I REINFALT)(ASTM) 3'0" it rwj 211V is rill-) 2. This Certification will expire 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. Archftectural Testing, Inc. Report No.: 82133.01409-47 Date of Report August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification j4teLdWab6ova hxves. Inc. Authorized for Certification Are. Architectural ManuFacturers Association Florida Building Code Online Page 3 of 4 IEvaCreatediby IndeonpendentThirdParty: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C_ CAC AEC 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 R1 II 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: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE 511854B 1252.odfFL17676 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 3S40 FLS 36x84.ndf 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 S11989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 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 08/28/2027 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 II 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.odf Created by Independent Third Party: Yes 17676.21 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf 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 II 08-01371B 2I.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 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.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 I If Florida Building Code Online Page 1 of 4 FL17676.16 r Pal& r' pMTetd SOS Morrie I Log In I User Registration [ Hot Topics I Submit Surcharge I Slats 6 Fans I Publications I FBC Stall I BCIS Site Map I Links I Search Bus'iines Professi al PructUSEPublic War Vala Regulation Product ADarOVil Menu > Product or Application 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 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 J MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE GG Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 bttps:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 FL !t I Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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 11 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.ndf 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 11 Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 13.540 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.ndf 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: 127676.6 13540 SH 144x84 Fin Frame I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 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://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f G 1... 5/26/2016 Florida Building Code Online Page 3 of 4 ICeated by Independent Third Party: 17676.7 3540 SH S2x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 52x84.Ddf 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-PG2S. 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 08/28/2027 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE_511854B12S2.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 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.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3S40 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 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 FL27676 R2 II 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports R2 AE 511849B 1247.odfFL17676 Created by Independent Third Party: Yes 17676.11 13540 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 II 08-01371E 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 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 FLS 52x62.Ddf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 11 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_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f G 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 Finiess 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 04/12/201.7 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 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.Ddf 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. j f 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 08-02514 512141.odf Verified By: Luis R Lomas, PE PE-62524 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 48x72 Fin Frame Limfts of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(127751A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.fIN.48X72.R35.(0720161 Impact Resistant: No Rey.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 II Install Instructs - 3540 SH FIN 48x72 (As Tested).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification'Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC ADC 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 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: F-- 1 :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: SSO.487-1824 The State of Florida Is an A JEEO employer. Coovrtaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. 11 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 office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The malls provided may be used for ofWal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: CreditSAFE https:Hfloridabuilding.oriz/t)r/pr app_dtl.aspx?param=vGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 A-L-1 Validator I Operations Administralor) MI Windows & 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 fisting:in the next issue of the AAMA Certified Pioduds Directory. The approval Is based on successful completion of tests, -and the reporting to the Administrator of the results of tests, accompaNed by related drawings. I* an AAMA Accredited Laboratory. 1. The listing below will be added to the neon pubiished'AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMAIWDMAICSA101II.S. 2IA440-08 LC-PG35' 2731x1867 (108x74) Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODELA PRODUCT DESCRIPTION mAXIMUM S7F TESTED MI W Widows & Doors, Inc. 10817 3540 TRIPLE SH (FIN) PVCXOIX.O/X.O/X)(IG) FRAME 2731 trim x 111S7.mm SASH 860 mm x 919 mm Code: MTL INS GL)(REINF)rnLT)(ASTM) 9'0" x W2") r10" x 340") 2 This Certification will expire April.12, 2017 and requires validation unlit then by continued listing In the current AAMA Certified Products Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: C7327.01-109-07 Date of Report May 7, 2013 Date: May 8, 2013 Cc: AAMA JGS ACP-04 (Rev.1111) Validated for Certification AA -A. ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION os• 12' O.0 2. typ. F WIM f` 2' typ. Tl- 2' o.c. MGM L f 4'*kCLEARANCE ALL FOUR SIDES) WHICH HEAD DETAIL FLASH 9y OTHI Anchor See Sectlor Details) 1c: Min Edge i' Notes: 1. Installation depicted based off of structuraltest report III C7327.01-109-47. SIZE HEADERASNEEDED2. Wood screws shall sat' the NationalWoodDesignSpecificationfor Construction for material type and Caulk under ENTIRE dimensional requirements. perimeter of Nailing fin before 3. Wood buck instollations are assumed 2x fastening. S—P—F (G-0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loods. 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 details necessary to meet structural bad requirements. They do not address the SHIM AS air infiltration. water penetration. Intrusion REQUIRED or thermal performance requirements of the installation. e X 1-3/8- SCREW (SHOWN WITH 1/2- SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . SILL DETAIL 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 UM UP TO 106' z 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPUCABLE DESIGN PRESSURE LIMITATIONS) THING Min Ede Distance °u..... am g 1q° V.M.R. t3-20-09 INSTALLATION INSTRUCTIONS dr FASTENER SCHEDULE — FIN — ° °"1O JAMB DETAIL " m"`° . wnM3540SingleHungNONEIs 1 Windows & CDora Continuous Head and Sill °"'" "" Gratz, PA 3540 SH CSH I N — NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS I-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS 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 WINO BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE d6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS NO. DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS I REY I of vnoR I ant I APMWO 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MAVUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18.THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 3500SOUTES, 3500SP, 3540PX, 3540T, 3540SOLITES, 3540SP, 3250PZ, 3250T, 3250SOUTES. 3250SP, 3240PW, 3240T, 3240SOILITES, 3240SP, 3500HPPW. 3500HPT, 3500HPSDLITES. 3500HPSP. 358OWP. 3580T, 358OSOLITES. 358OSP, S-3500PW, S-3500T, S-350OSDILITES. S-350OSP, S-3540PW, S-3540T, S-354OSDLITES, S-3540SP. M-350OPW. W-3500PW. W-3500T, W-3540PW. W-3540T, W-3540SDILITES, W-3540SP. 1255PW. 1255SP, 128OPW. 91OSP, 1255HPPW, 1255HPT, 1255HPSOLITES AND 1255HPSP. SIGNED: 0211712016 M650W DQiIiIMARKED DOORS 5\IIR=IILo GRATZ, PA 17030-0370 N r,•v\CENSF. 0 4 A SERIES 3500 FIXED WINDOW 96" X 60" NON-IMPACT`a2gyp'"'• 40NOTES i' •'O ORIO; Q : zi SsLpNA111\\ MAW N.G. owc 08-02859 REv WAU NTS -E 02/04/16 1 SXlu I OF 3 2' i FF HE 96" MAX. FRAME WIDTH MAX 10" MAX —{ O.C. I 2" MAX 2" MAX -IJ 10' MAX 0' O.C. AX. AME IGHT SEI FO OFOF SERIES 3500 FIXED WINDOW 2" MAX J EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM O.L.O.: 92' X 56" 2. (2) 1- X 1/8- WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART rY1 Helghl CHART II NUMBER ANCHORS emvtsmts oE5Cmpm" WE I APPRMO MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT ELEVATION oaAwM: oec NO. N.G. Scut NTS 08-02859 6 —2OF3 SIGNED: 0211712016 N .- -•yq i P T OF •oj oFiP ORIOr APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR INTERIOR WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING 1/4' MAX BY OTHERS SHIM SPACE 6 WOOD CREW INTERIORSCREW 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION atHsaaS owcawnon WE I APMOYM q NOTES: 3/8' MIN 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, EDGE DISTANCE NOTSHOWNFOR CLARITY, A6SWOOD CREW FRRAAMMG 2. PERIMETER ANDJOINT SEALAMBYOTHERS TO SE DESIGNED INACCOROANCEWTiHASTME2l12 6 1 1/4" MIN. BY OTHERS I' 1 J APPROVED EMBEDMENT SEALANT b l ( O y SIGNED: 02/17/7016 BEHIND FIN VERTICAL CROSS SECTION WOODFRAMINGOR2KBUCK INSTALLAnON MI WINDOWS AND DOORS ullilllvi 650 WEST MARKET STREET GRATZ, PA 17030-0370 vJ\?\GE s 1,9 i y SERIES 3500 FIXED WINDOW 0 5 X 60" NON —IMPACT FININ INSTALLATION DETAILS o rkE o AT OF acv 0,•• mvm: oac 08—022859 N.GONAj1 aG``• arc F NTS 02/04 16 3 0 3 I Florida Building Code Online 18504.2 Page I of 3 Professional Regulation r BGS Home I Log In I use, Registration Hot Topics Submit Surcharge I slats a Falls Pubtkatlons I FBC Stag SOS Site Map Unks ( Search r &Product Approval USER: public iliac ivapty Product Approval Menu > PreAuet or Aoull®tbn Srardr > Application List > Application Detail FL # FLISSO4 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 27030 717) 365-3300 Ext2560 bsitiinger@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 L 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 RO COI FL COI.odf 1710.5.3 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 !mall address whMr can be made available to the public. To determine If you am a licensee under Chapter 455, F.S., please dick by . Product Approval Accepts: CwY Safe https:Hfloridabu ilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgs9%2?lo2ftCOhpJQgi... 9/6/2016 107 )/e" COMBINED WIDTH WI --{ W2 3' 8r r FRAME WINDOW WUIDOWHEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH w1 - W2 83' r FRAME LIM HEIGHT WfNDOW MULLION SPAN) r r 107 3/8" COMBINED WIDTH 1 --I r- w2w WINDOW r FRAME HEIGHT WINDON r WINDO MULLION SPAN) Wt --Ih- w2 107 3/8' COMBINED WIDTH vesIgn pmmm nand (pd) Units andlorod Into wood ftMfng Mullion Wan n) 1913 2130 uteryWidth MOD 14100 n 4BAD 15213 2A00 130.E 130.0 130,E 0 130.0 37. 3a 130.E 1 .0 127.2 E 127.0 49. 03 12MY 94.3 77.9 1 72A a200 9Z4 70.8 58.0 1',447. 4. 85. 8 51.7 43.07200 77.8 5&7 445.8 37.0 84. 0E 4& 33.1-3 2419 107 3/8" COMBINED WIDTH WI I W2 FRAME L Low HEIGHT MULLION SPAN) r r 107 3/8' COMBINED WIDTH 8j" r r WNDOW / FRAME rlEKil" IT ND2 MULLION 5P ) i r r W 1 w2 107 3/8" COMBINED WIDTH r' aENsoNs 4EV OESCNWi1fA1 DATE I AMWJED A I REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 107 3/8" COMBINED WIDTH W1 ir- W2 83' r r WINDOW r FRAME HEIGHT WINDO WINDOW MULLION SPIAN) 1 j r r APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED III? YrAS SHOWN HEREIN Dadgnplas- v ra9np (per Unitrranehoeod Into me eonwlb Mullion apenpn) TAbutary 111. 13 255E Width 180E 4'200in 4& 00 1 5Z13 2A00 130.0 130.E 130.0 130.0 130.0 130.0 37. 38 130.0 130.0 130.0 130.0 AWO 130.0 49. 68 130.E 130.E 130.E 130.E 1 00.0 T30.0 6Z00 170.E 11& 97.8. 79.3 73.9 71.5 , No 130.E 98.8 729 85.6 65.5 6&2 720E EBA 72A 54.E 4&1 44,E 420 8110E j 621 45.0 33.1 29.1 3 24.8 LARGEAND SMALL MISSILE IMPACT LEVEL D, WINO ZONE3 01MENSIONS IN CHAR7ARE FRAME DIMENSIONS AND 00 NOT M CLUDE FLANGE w1 - 4- 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 V. L. 1 08-01445 NTS 01/11/12 1-2 OF 3 SIGNED: OB/07/2015 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: M1 Windows and Doors, tnc. 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 61 G20-3.005 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 -Borne 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 0"1445 revision A. CenKcation 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 R I 0 (/Z iN EN%? '9cP 0,451AT TATE OF ; w 0' S 0R11 DV •GN': NAL Lois R. Lomas, P.E. FL No.: 62514 08/072015 I Florida Building Code Online ; Page ] of 2 iusiness Professional Regulation Id aas Home I tog In I user ReglstrSUM i Hot Topics I sit Surcharge I slats a Fans I Pubuotions I FaC W I WS site Mau I UMa I search I Bus 'nesto Product ApprovalProiessilUSER. Pubbe User Regulation fteduct jy fiWUlodo St&& > eoj*atan > Aportatien anaa FL P FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CUfton Street Tampa, FL 33634 813) 884-0444 lyle. pestow®acn-metals.com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V, 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. C 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. Year ASTM E330 2002 Method 1 Option D https://www.floridabuilding.oTglpr/pr app_dtl.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 o ACM, AMSRICAN CONSTRUCTION METALS 5140 West COBae Sheet Tampa, FL 33W TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the 5th Edition (2014) Florida Mcli sg Code excluding the *Ktgh Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor a embedment to base material shol be beyond wall dressing or stucco. 3. She concItlons not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loods from the soffit and/or T x T batten strips. S. Aluminum soffds shall conform to the requaements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9 TAKE OF COMEMS SHBT 0 DESCN"M I a generanoe 2 aFn Poredeto3som detah & desion premm 4 Wit detaft & deogn 5 Soffit detals design pressures 8 bill terials of maMPLEd ( T4 T4012 W, IS11CCA T4014 IA1a . 03 QUAD d Q4 a.on& ollrn M odo14l013sn4av fth as a f• 5 o o and I`M $4 LL60 arc or. LF5 oMVM xo, FL— 12019. 1 SPAN F G SPAN ''A • ROOF OVERHUNG ROOF OVERHANG SPAN' k • y ROO OVERMAN IYy $ d o ROOF ROOF ROOF FRAMING FRAMING FRAMING ALUMINUM IA V N •: ALUFIDIIN FASCA L yy TRIM . 1 r 9 c a SOFH1—-= CMU OR SOFFIT J C•R1 OR . SOF;:7 CNU OR V 8_ MOOD SE!DETAIL. C' WOOD FRAM SEE FRAMEDSEEDEINL'A' FRAMED E0 a SEE DETAIL' e • SEE DETAIL • o SEE DETAIL' C' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN wL-CHANNELS SIDE VIEW - SINGLE SPAN w/3-CHANNEL shorn vu! (nm/hamiro omLUlrN1 (Slam w/ bu55I1ra1Nrm ternReve) (Slmw" w/ tnm'Inmbg ontllew) N7 SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSF) POSITIVE INEGATIVE I' 70.0 141.0 to• 60.0 60.0 t7 50.0 50.0 t 38.5 38.5 t4• 30.0 30.0 Kvit: vvvvu rKwmuav n u %.VN"R o"m .v a DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD DETAIL " B " F-Channel TRIM MAR ATTACHED THROUGH FASCIA NOTE: 016' O.C. MAX FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCA FLAT 1 AGAINST PANEL STAPLES END OF PANEL AND INSTALLED @ 0' MAIL O.C. SEE DE EAIL'J'. SHEETS) IIr MAX DETAIL " A " Fascia STAPLES (STALLED 0 24.O.C. (INTO WOOD) ON FCHAMNEL LEG OR T-HAIL 617 O.C. INTO WOOD ORMASONRY) STAPLES INSTALLED 017O.C. (INTO WOOD) IN F-CHANNE LSLOT OR TNAIL 017 O.0 NO WOOD OR MASONRY) STAPLES LOCATED 24.O.C. INTO FUMING X. bMr. 5 I' MAX. STAPLES INSTALLED 017 O.0 (INTO WOOD) IN JCHANNEL SLOT OR T•NAIL 0170.C. DETAIL" D" J-Chonnel Fascia in d Q STAPLES INSTALLED0ITO.C.ONTO WOODI 4 N JCHANNE L SLOT OR T-NAIL 017O.C. ONTO WOOD OR MASONRYI STAPLES LOCATED 8 Ti24' O.C. INTO FRAMING —7 _ _ 1/8' I'MAX DETAIL " C " J-Channel 0 • JK SUBSTRATE NOTES: L*a hr LFS 1. WOOD SUBSTRATE G = 0.42OR BERET muuno .+o 2 MASONRY SUBSTRATE 3.ODD PSI CONCRETE (ACI 3011 fl— I2019.1 OR HOLLOW BLOCK (ASTM C90). , a e ITEM DEXIllmON MATERIAL I FASCIA .0215' THK. AL 3105- HI ALUMINUM 2 - J' CHANNEI.0155' WL AL 3105 - H24 ALUMINUM 3 F CHANNEL .0155" THK. AL 3104 - H 19 ALUMINUM 5 QUAD 4 PANEL 4115 0R .0135' THICK) AL 3105 ALUMINUM d TRIPLE 4 PANEL (.0115 OR .0135'THICK) AL 3105 ALUMINUM 7 15 x 13/4" TRIM NAIL S.S. 8 18' GA. X 1/4' SS STAPLE / 7/8" MIN. EMBED STD 9 7' X 2' BATTEN STRIP (G-LA2 OR 890) ' WOOD 10 APA B-C- GROUP 1 EXT.15137 PLYWOOD OR BEREt WOOD I I 097" DUL T-NAIL fwl S/8' MIN. EMBEDMENTI STEEL 12d X 3.1 /4' H.D. GALY. SIB COMMON HAIL 0 24" O.C. w/ 13/l MIN. EMB. DETAIL" H " IX2 V8UICAL FRAMING (G>--0.421 ATTACH w/ 28d COMMON NAILS 0TOP TO ROOF FRAMING STAPLES WALLED 0 END OF PANEL AND 6• MAX O.C. SEE DEVIL-J j C. MAX DETAIL " J " MAIL" I" ROOFCVERWWG 12d X 3-Ilr / H.D. GALV. STEEL COMMON HAA 0 24' O.C. SEE DETAIL' A. _/A w/ 1.T/4' MN. EMI. (SHEZ 3) SEE WAR - H' STAPLES INSTALLED 9 84D OF PANEL AND 8' MAX O.C. SEEDETAIL-J 9 TWIN SPAN LENGTH w/ CONi1N000S BATTEN A' DESIGN PRESSURE VM OSITIPVE NEGATIVE14" 70. 0 70.0 te• 66. 5 66.5 20" 60. 0 60.0 27 54. 5 54 5 24' 50. 0 50.0 i SEE DETAIL' S SHEET M l E c d A 5q.• mm Nf mO.LL SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN. Sh— w/ tnlssAMMIng antk-) SPANA " ROOFOVERHANG SEE DETAIL' G' SHEET 41 ROOF FRAMR6 SEE NOTE 2 ENu OR HOOD SffDEGQ'1' 8 11 FRANFA SEE DETAIL' A SHEET 31 -41 SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES. (Shown w/ W Wftrrdng oveheng) I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHBECT OR ENGINEER OF RECORD I. WOOD SUBSTRATE: G - a42 OR BETTER 2.12d COMMON NAIL OR SO C IIW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (AC130I I MN.1-1 XEMB®MENq 0 2Y' ON CENTER OR HOLLOW BLOCK (ASTM C90). M, JK or. IFS '? wm 0 FI- 12019. 1 0, via 5 0 Florida Building Code Online l Page 1 of 2 s - Regulation r P0W1k1DVxVhff0 ans Nome I iao In I user Reohvaaon i "a-ropks I submit surdurpe I suu a Fact I Pumkauors I Fec stiff I eos SILO MOP I uaks I sorcn I Busine Po j 6ct l eusER: Public Use, Regulation Ymo,, > > enlla > Aonrkatlm oarsa. 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 River£dge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins® atlasroofing.com Authorized Signature Meldrin Collins mcollins@atiastoonng. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Emall 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 M, Validation Checklist - Hardcopy Received Certificate of Independence F 1630e R4 Col ATL3002.4 2014 FBC Product Evaluation Shlnoles. odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS107 1995 Equlvalence of Product Standards Certified By Sections from the Code https:// www.floridabuilding.org/pr/pr app_dtl.aspx?pazam=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products I FL # Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions . . Approved for use in HVHZ.• Yes Fi A365 k 11 ATL13062.4 2614 FBt Cie6ctc Evslualtlori Shlnales.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Crated by Independent Third Party: Yes Other. See evaluation report for limits of use Evaluation Reports EULV R4 *AF 'ATL_t3002.4 2014 FBC Product Eiraluatlofr Shinoles.odf Created by IndependentThlyd Party: Yes 0 "I' ContactUs :: ih*rr: JISDA17•IM2*.. The Seat. of Florida Is an AA/M artgdnyar.. ._ - :: Percy St inmCpt :: A :: E Under Florida low, email addresses are public records. V you do not went your e-mail address released In response to a public -records request, do not send all, nic mall to this entity. Instead, mwtt the office by phone or by traditional mall. If you have any questions, please contact 850.407.1395. 'Pursuant to Section 455.275(1), Florida statutes, effed" Otlober 1, 2012, Owtsees Ike:sed under Chapter 455, F.S. must provide the DeparaTant with an *mail address If they have one. The emalbs provided may be used for official communication with the &ensm However small addresses are public record. If you do rat wish to supply a personal address, please provide the Department with an mall address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS., please Gldr ben . Product Approval Accepts: memo Credit f;.,rd SAFE https:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU1j3N... 7/20/2015 CRE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813)480-3421 EVALUATION REPORT . • FLORIDA BuILDINt3_CODE ir" 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: 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 (fST5678) ATL-083-02-01 TAS 100 1995 PRI Construction 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) ATLA06-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATLA06-02-01 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 20D9 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction 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) AT1,432-02-01 ASTM D 3161 20D9 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-144-02-01 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-M ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) 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 reportIs 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 Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 20D9 PRI Constriction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 20D9 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) ATI-485-02-01 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 20D9 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 3 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. Prol-AMTM 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 w/Scotchgard 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 Dangerfleld) 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. ATL13D02 4 FL 16305-R4 _ Page 2 of 9 This evaluation report Is provided for State.of Florida product approval under Rule 61G20-3. The ararurfachm 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 (Vuo: Tough -Master® 20 Basic Wind Speed (Vwd); Deck (HVHZ): Deck (Non-HVHZ): Undertayment: Min. slope: Installation (HVHZ)' Installation (Non-HVHZ): 13W2.4. - 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 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. 36' tNal'Is 1.4. I+-- yr—+---12- + Figure 1. GlassMasterO 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 36' a NaNs 12' 4 12'--•`+--12" +-12'--'{ Figure 2. GlassMasterO 30 & Tough -Master® 20 6 Nail Pattern FL 3of9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall rally, UKtracTechnicalServices. 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 Prol-AMTM Architectural Basic Wind Speed (Vun): Basic Wind Speed (Vaad): 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. se x 0 r& h'd r r r 0 0 0 0 CDO .0 0 000 0 0 0 0 I I ei Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) een.up erao.anier.ana,y r 7Vrrvr o e vr• Figure 4. Pro-LAMTO Architectural Shingle 6 Nail Pattern FL 16305-114 Thit*60luatiori 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 & Basic Wind Speed (Vu): StormMaster® Shake Basic Wind Speed (Vaw):. Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ)a 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 T 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. rrr o ' CDL_! f_7 1 1Jr I_-, 1-_ :-J °C-7 i C=) L'l rl 1.J C= L. Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) rn 12P OW K ww Nl 000ra00000 00 Poc000000. i00000000000 f Figure S. Pinnacle® Pristine and StonnMasterO Shake 6 Nail Pattern A_TL13002.4 FL 16305-R4 Pages of 9 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. 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 StonmMasterO Slate Basic Wind Speed (V,m): Basic Wind Speed (Vasa): Deck (HVHZ): 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. 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 Pattern* or "6 Nail Pattern* detailed below. Figure 7. StormMaster@ Slate 4 Nail Pattem Figure 8. StortnMaster® Slate 6 Nail Pattern FL 1 r1101 Thls'evaluaUon teport-is provided for State of Florida product approval under Rule 514320-3: The manuracturer snap noUry (:KttR Technical Services. LLC of any product changes or quality assuranoe 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 (Vwj: Basic Wind Speed (Vela): Deck (HVHZ): r•rir • r 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 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. ir rr r>•rn'..y.ew .o rr-' ryy • b. a Figure 9. Pro -Cut® Starter Strip ATL13002A 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 heralm CREEK: TECHNICAL SERviCEs, LLC Pro-CutV Hip & Ridge Basic Wind Speed (Vwt): Basic Wind Speed (Vern): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and 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. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/6 inch exposure in accordance with RAS 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" ring shank nail 12" Figure 10. Pro -Cutter Hip & Ridge ATL13002.4 FL 16305-R4 Page 6 of 9 Thii; evaluation report Is provided for State of Florida product approval under Rule 61G20-3.. The manufacturer shall polity 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 Shingles0: 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 shalt 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. When; 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 501 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. f1.' 111 p9/i No 74021 5 p t' STATE OF : U,I Ceoreirernu nF INnFDFNDFNCE 2015.06.2 912:55:48 041 1 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 ATL13002.4 FL 16305-R4 Page 9 of g Tpft evaluation report Is provided for State of Florida product appro0al 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 Certiffcote of Authorization No. 29824 17520 Edinburgh Dr Tampa, Ft. 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE W" 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: 1507..2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (17ST5878) 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 Construdion Materials Technologies (TST5878) PRI Construction Materials Technologies (I ST5878) 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 ATLA 07-02-01 ATL-107-02-01.1 ATL-109.02-01 ATL-116-02-01 ATLA 18-02-01 ATL-119-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (I ST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 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 •D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 10T TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM 0 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 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 20D9 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 20D9 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 ATL13002A . _ FL 16305-R4 Page 1 of 9 This evaluation report Is pm Aded•for State or 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 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 GlassMaster@ 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-MasterlD 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. 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 Dangerfield) 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. AT03002 4 FL 16305-R4 Page-2 of 9 This evaluation repo-rt 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 INSTALLATION GlassMasterO 30 & Basic Wind Speed Nut): Tough -Master@ 20 Basic Wind Speed (V=4: Deck (HVHZ): Deck (Non-HVHZ): Undedayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 13W2.4 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 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 54nch 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. Nails • 1 Z"L 4 now Figure 1. GlassMasterO 30 & Tough-MasterO 20 4 Nail Pattern (Non-HVHZ only) 36" 1 Nails 1 12" `-12" 12•-- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern Of 9 This evaluation report is proulded 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 aMutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ProLAMTM Architectural Basic Wind Speed (V„u): Basic Wind Speed (Vecd): 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. 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. wA tiW 1J vl . r Y lYP T r s w• Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMT" Architectural Shingle 6 Nail Pattern ATI-13002 4 FL 16305-R4 Page 4 of. g This evaluation reportis provided for* State of Florida product approval under Rule 61G20-3. The manufacturer shall nO llCREEK 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 specit'ically addressed herein. MCREEKTECHNICALSERVICES, LLC Pinnacle® Pristine & StormMaster® Shake Basic Wind Speed (V„ n): Basic Wind Speed (Vase): 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. aLr • or.ar a v Wr r f an 00000 000,GICZUOOC7O' O'.O Cam+ (1 G L CD r-+ r-) 1 17--:1 C.-t s ate• Figure 5. Pinnacle(V Pristine and StolmMaster® Shake 4 Nall Pattern (Non-HVHZ only) aax f000 0000 C) 000.C2CM0 +.• CD0 0 00 0 0 0 0 0 0 0 0 0. I ` ?,orI Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nall Pattern ATL13002A • . FL 16305-R4 page 6 of 9 This evaluation reportLs,providedfor 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. Ec'.REEK TECHNICAL SERVICES. LLC StormMaster4D Slate 130D2.4 Basic Wind Speed (Vwi): Basic Wind Speed (Vftd): 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. 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 with 8.5 in. exposure in accordance with RAS 115 and manufacturers 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 manufacturers 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. StolmMaster® Slate 6 Nail Pattern FL 16305-R4 6of9 This evaluation report is provided for Stated Florida product approval unoer Kuie oxscu-a. ne n,a uro zu a •r ^ 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 (Vun): Basic Wind Speed (Vasa): Deck (HVHZ): wir. rJ 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. 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 in accordance with RAS 115 and manufacturers 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: sr Ir II M 1•Yr Wf th.1-0 r D O Figure 9. Pro -Cut® Starter Strip ATL13002.4 . FL 10305-R4 _ Peke 7 of g This evaluation report is.prodded'forState cf Florida product approval under Rule 61G20-3.. The manufacturer shall notiryCREAK 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. 0CREEKTECHNICALSERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (V„u): Max. 194 mph Basic Wind Speed (Va,d): 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 manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. r 12 ga. 1-1/2" ring 1 shank nail Trr--___— 12" 1 6" Ll i i i Figure 10. Pro-Cutiti Hip & Ridge Technical Services, LLC of any product changes or quality assurance changes inrvugnum ure uurbuvn iuw muw "uo .o This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes specifically addressed herein. is valid.. are not CREEK TECHNICAL SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 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 8 C with a building mean roof height of 33-I1 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 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 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ii111111, PAY A. pq,i . No 74021 p : STATE -OF, :QJ A, 2015.06.2 912:55:48 041 1 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any comparry 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, no will acquire. a financial interest In any other entity involved in the approval process of the product. END OF REPORT Fl. 16305-R4 Page 9 of 7 rrra'eyatYaaWl'16PVR 75 p1o.1,ucY'nn'.www c n.w y.wwr.wa^. - ---- ---- Tei irilcelSeivlbes; i'iGkif•aJijr•,prodiict•changes or quarfgr•assurar oe d ahges 111rou8houd the duration iQr;whloh thla•eport is valid. This evaluation mW does not espr ess rror Imply.vwmrty, Irts>I O[Wnc recorrurieitded. use; kx other,proCc{et.a*Wtes',ttiat are not specifically addressed herein. Uncker I0ulrne-()- Pa e 1 of 1FloridaBuildingCodeOnlineg Professional Regulation rr nol daDepill"I id BUS Home I log In I User Registration 1 Hot Topics I Submit Surcharge I Slats a Fads I Publications I FBC Staff I Bens Sea Map I Unks I Search I Busines product Approval Professi: al USER: Public User Regulation AvWlotfon I,lst Search Criteria Code Version 2014 FLU 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 e:— t. eva..la Anntlratlnna IFS ^ Tyne Manufacturer Validated By Status FL75216- R2 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Appro, AO by DOM pO"Vile Or tm "snap on re+rc.w a.lr rwrr w7 ..s •.....••car..... r, rran H< • ; 20411 16kh NWHIR S phone, asat419-im The State of Florida is an AA/EEO employer. r r.r: M hl1 Statiod naAda_ :: Prhraer Statement:: AggjUItlWLMjij meet :: Refund Sulement Under Florida law, C"ll addresses are public records. if you do not want your e-mall address released In response to a public -records reguest, do not send eledmoicmalltothisentity. Instead, contact the office by phone 9, by traditional mall. If you have any question, please contact 850.407.3395. 'Pursuant to Sealon455.2750 ), Fiords Statutfs, effectWe Goober 1, 2012, licensees license under chapter 455. F.S. nalA provide the Department with an emall address U theyhaveone. The ernalis provided may be used for offiWl Communication with the liconea. However email addresses act public record. It you do not whsh co supply a personal address, pleem provide the Department with an email address w k h can be made available to the Publir- To determine If you are a licensee under Chapterass. F.S., please click IlM. Product Approval Aacepta. IM0® 0 crcailSAFE https:// www.floTidabuilding.org/pr/pr app_lst.aspx 7/20/2015 Florida Building Code Online Page 1 of 2 • rAa rca Roo De uw "o Bus'nes BCIS Home I top In User PROWralbn I Product Approval Hot Topics I Submit Surdyrye I Stats a Facts Pubticaumn FBC Stair SOS Site Map ( Unks Sears Proessi I USER: Public User Regulation a1100 list > Apptkatlon tpueu 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 elozanoo interwrap. com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. com Quality Assurance Representative Address/ Phone/Emall Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer A Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevich, PE W 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 TIS07. 8 https:// www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 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 05/O4/2O15 Date Approved 06/23/2015 Suminiry of Products FL it Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions FLI 216 R2 11 2O15 04 FINAL ER INTERWRAP RHINOROOF FLI5216- Approved for use In HVHZ: No 111odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLtS216 R2_ AE 2O19 04 FINAL ER INTERW AP RHINOROOF FL15216- Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; N/A other.. See ER Section 5 for Limits of Use. R2,odt Created by Independent Third Party: Yes ig T The stela of Florio Is an ANEEO employer. r__=..-Dtt 1Vy7•m a _.n.• s_.a ;; CixMiz-amumosis .....,tea,..,.,.. ,.- Urger Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records repuest, do not sendelectronicmailtothisentity. Instead, contact the ortka by phone or try traddionel mail. 11 you have any Ouesilons, please contact 050.487.3395. 'NrriWM tosectiona5527S(I). Flod" Statutes, of cthm October 1, 201Z licensees licensed under Chapter 455, F.S. moat provide the Department with an emM address Iftheyhaveone. The emads provided may be used he official commWolbn with the kensee. however email edomsm are OWIC record. A you do not wish to supply a personal address, please provide ate DeMrbnelLL with an ema0 sadness which can beina0l "lable to the pWic. To determine If you are a licensee under poor 455. F S, please dick tact; Product Approval Accept: E QVrkvmve mis' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 TRINITY I ERD 353 CHRISTIAN STREET, UNIT t113QOOXFORD, a o647e PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/27/2012 Canada Revision 2: 04/27/2015 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 5t" Edition (2014) Florida Building Code sections noted herein. DEsmvnoN: RhinoRoof 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INsPECnON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 t lQrtp,q yD by«1:E ' WWI iy,~•:,w.t.7' •t; sr7k1` The bolmh seal appearYy was swhorlted by Robert Main her, t • r N • n.,erl.tt a PE. on Wn 7nn 01S. This donot serve as as an electronically dprd doament. Stoned, sealed Aardcopks have been transmitted to tM product Approal Administrator and to the named dbnt CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Trinity 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 ERD 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. rTRINITY I ERD 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 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 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 D4869 2005 2507.93 Heating, Uquld Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: EMnv Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ 006 10/27/2011 ITSITST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.2 RhinoRoof Li20 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 S.2 5.3 S.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report Is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. Allewahle roof covers aoDlied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF Covet OPr10Ns UrMerlayment Asphalt Nail -On The Foam -On Tile Metal Wood Shakes Shinglec Slate SSimulatedSlateShingles RhinoRoof U20 Yes No No Yes Yes No Exposure Limitations: 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 D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate of Authorization #9503 FLIS216-RZ Revision 2:04/27/20iS Page 2 of 3 QOTaINITYIERD 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. 1.4 RhlnbRoof 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 Single laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface Is required. when batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole In accordance with Interwrap published instructions. 6.4.3 Double Laver. 2:12 <'Roof Slooe c 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. H. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 CIA requirements. 9. QUALITY AssURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey —QUA3673; (604) 520-3321 END OF EVAWATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 CerWote oJAuthortrotlon #9503 FLIS216-RZ Revision 2: 04/27/201S Page 3 of 3 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. 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-R2 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 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 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 COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59266, Florida DCA ANE1983 1 ntitn n, ice: tr e;stte-39te0 4y Yy t.'-•1. ••^ S3'S';ORI M1, 4 rw facthAe seat appearing was authorized M Robert Wrnkran, r!%n.,,ritrNN Pis on 04/27/2015. This does not sane u an ekarmiolM Signed dowahn. Signed, tested hardcopleshave been trammittedtothe Product Approval Administrator and to the homed dient CEarwrA= N OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD ROOFING 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 2507,23,1507.5.3, 71507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.93,1507.9.5 on Heating 1507.23, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 200539395COQ-M 10/27/2011 ITS (TST1S09) Physical Properties 100539395COQ-002 10/27/2011 ITS (TSr1509) Physical Properties 100539395000-006 03/14/2024 ITS (QUA1673) Quality Control Inspection Report 12/17/2014 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 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.2 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. 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: TAail:1: RooF Cam OPnous Underbyment Asphalt Nall -On The Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated State RhlnoRoof U20 Yes No i No Yes 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 D226, Type I or II or D4869, Type 11 underayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certi/icote oJAuthorizollon #9503 FLlSZ16-RZ Revision 2: 04/27/201S Page 2 of 3 Q0 TRINITY I ERD 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. A. 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 Single Laver. Roof S000e> 4:12: End (vertical) laps shall be minimum 6-Inches and side (horizontal) laps shall be minimum 44nches. 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 3D-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 Do!ble1aver: 2:12 <_R_oof Slope <4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTRY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S30.02.12-142 Certificate oJAuthor zotion #9503 FUS216-RZ Revision 2: 04/27/2015 Page 3 of 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 11 19 1 T 1_.G $79 Documented Construction Job Address: Parcel ID: Type of W Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Value: $ k'1., i Historic District: Yes No v-d* Residential Commercial Demo Change of Use Move Email: Property Owner Information Name t 'o Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sltall be inscribed with floe date of application and the code in effect as of (lint date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment ofa plan review fee at the time ol'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 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature of 0%%iier/Agent Date Signature of Con,tor/Agent a e n Print Owier/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contracto Agent's Name J am"a / Signature of nary -State of Florida G 0PjRE, sE A(/GORG Contractor/Agent is Personae n wntt6 Produced ID 'ype of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS- of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 5:5- 9d Job Address: A 1 0 C k Y (ir-'yN / 4 97 Historic District: Yes Parcel fD: Residentialy Colpmercial Type of Work: New 19 Addition Alteration Repair Demo Change of Use 0 Move El. Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information I+ Iatrle c,C, r. ' Phone: 40-1 Coo q 1 Street: afoto Lora- Lu t_ t -moo Resident of property?: XO City, State Zip: mQSAQntj- 113a s1 Contractor Information: Name N t:a o t' I -r_',i I-e i a s„-t ;esL *, Phone: -iC9"i $I 9a o i Street: ca 1 3 `rl `,Q.-1; ¢ r. I e. Tax:. City; State Zili:' Of' cl 6 State License No.:. ECOO Say . Architect/Engineer Information. Name: Phone: Street: Fax: City., St, Zip: - 1.' `E- mail: Bonding Company: Mortgage Lender: AddlFess: Address: ARMNG,TO. OWNER: YOUR FAI-LUFE.T:t) RECORD, A N`O-TJCf-QFa;IT MAY RESULT II!I.YOUR PAYING' TPVICE ; FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTICE OF COIV MENCLMEMT MUST ' RECORDED 'AND' POSTED ON ''1'li$ 70 S1TE BEFORE. THE FIRST INSPECTION.. IF YOU rNTEND TQ OBTAIN FINANCING, 'CONSULT W1TII 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 priortotheissuanceofapermitandthat- all work will be performed to tntet•standwds 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, beaters, tanks, and air conditioners, etc. F'BC 105.3 Shall be inscribed with the date of application and the code In effect as of thstdate: 56 Edition (2014) Florida Building Code NOTICE : In addition to the requirements of this permit, there may be additional restrictions applicable to this propel' that maybe found in the public records of this county, and there may be additional permits required from other governmental entities such es water management districts, state agencies, or federal agenoies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sanford requires payment of a plan review fee at the time of permit submittal. A copy of teexecuted at the time contract is required The City of S eq in order to calculate a plan review charge and will* be considered the: estimated construction J The actual construction value will be alvion Table in effect at the time the Permit is issued, infiguredbasedonthecurrentfiguredofftheexecutedcontractexceedtheactualconstructionvalue,' accordance with local ordinance. Should calculated charges credit will be applied td your permit fees when the permit is issued. OWNER'S AF&IDAVTT: i certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulating -construction and zoning. Data Signature of OwnedAgelit SignaNrc of C ntro o /Agent Date Print todAg t' Print Owncr/AguH's HMO I l Date Si a ice, ,,, s IorMl4laiGHES pato SigmturgOfNotary-Statc'ofFlorlda _ ; •. yiyFublic-StatcotFlaida cbmmission 1 G606908 mycomm Expires Mar 26, 2021 o j aR •' "•gpndedlhbAtNaOpnit uryftw Contractor/Agent is ersonaUy Known to Me -or Ownez%Agent'is Personally. Known to Me or Productd 2, d'roduced ID Ti Type of ID Type of ID' lr' BEy,®W IS FOR OFFICE USEONLX Permits Required: Building Electricals Mechanical PltunbingQ Gas Roof El ' Occupancy Use: ' Flood -Zone.: --- Construction Type: r b in. Occupancy Load•. # of Stories: . Total Sq Ft of Bldg: - t_ ss*-i- • . g • . c?c m p- Plumbing - # of Fiutiires New Construction: Elgetrtc # of A p s _p— ofl3easLs Fire Alarm Permit: Yes [] No, Fii e:Sprinkle; Permit:.'YeS No _ _.__.... APPROVALS: ZONING: j lI,1T1ES: WASTE WATER WILDING ENGINEERING: FIRE. - COlVlMNTS:' 91 UNIVERSAI, yyorkordeect 0110.1 01008.0000 ENGINEERING SCIENCES Report Date: 9/5/2017 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 302 Maggie Blvd, Orlando, 32811 • P. 407.423.0504 - F: 407.423.3106 Place Density Test Report Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 UESiechnician: Raymond Roman Maitland, FL 32751 'Date Tested: 09/05/2017 ra LProject: Thombrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: 429 Rocky Grove Lane Lot 89 Material: Native Reference Datunx 0 = Top of Native Tvoe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modred Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture 1%) Field Dry Density per Field Moisture l%) Soil Compaction i%1 Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 105.4 11.8 102.1 8.8 97 N/A Pas: 2 South Footing 1-2 It 105.4 11.8 101.7 10.4 96 N/A Pas: 3 East Footing 1-2 ft 105.4 11.8 102.7 9.5 97 N/A Pas: 4 Northeast Comer Of Lot (TOF) 1-2 ft 105.4 11.8 100.6 11.0 95 N/A Pas: 5 Southwest Comer Of Lot (TOF) 2-3 It 105.4 11.8 103.4 10.3 98 N/A Pas: Remarks: (TOF)= Top Of Fill T nn/ehl:nh a .n../..e/ nnnM..l:nn #n 1 0- C..hl:n end n..w.AMn ell .e. #. —-.1-M-A en ..r.ni Inntiel nnnrbA.. ni ....i /./in..Iw -4 -Oh-4-6- 4Revision -` 1 Response to Comments Permit # Project Address: Contact: Daphne City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 3 Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: eral description of revision: Building Plumbing 0Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering ROUTING INFORMATION Approvals Fire Prevention Building 0 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. Lo188ThornbrookeStantonGLW Builder Name: Ta for Morrison C/u ZPPermitStreet: qFZ a Office: ,a. yCity, v"l 4 SAAfFpRpSlate, Zip. , ( Permit Number:"1 Owner: Jurisdiction. 91500 p Design Location: FL, Orlando County- Seminole (Florida Climate Zone 2) AgRTME 1. New construction or existing New (From Plans) 9. Wall Types (1988.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1675.30 W b. Frame - Wood, Adjacent R=13.0 312.67 fl' 3. Number of units, if multiple family 1 c. N/A R= ft' 4 Number of Bedrooms 3 d. N/A R= it' 10. Ceiling Types (2120.0 sgfl.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2120.00 fl= 6 Conditioned floor area above grade (fl') 2055 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A 11. Ducts R= fl' R W 7. Windows(297.6 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 411 a. U-Factor: Dbl, U=0.34 157.07 fl' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 96.00 fl' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42 0 SEER:15.00 c. U-Factor: Dbl, U=0.34 44 54 fl' SHGC: SHGC=0.28 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A fl' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.735 ft. Area Weighted Average SHGC: 0 309 14. Hot water systems a. Electric Cap 50 gallons 8. Floor Types (2055 0 sgfl.) Insulation Area EF: 0.950 a Slab -On -Grade Edge Insulation R=0.0 2055 00 fl' b. Conservation features b N/A R= ft' None c. N/A R= fl' 15. Credits Pstat Glass/Floor Area: 0.145 Total Proposed Modified Loads: 61.72 PASS Total Baseline Loads: 61.94 I hereby certify that the plans and specifications covered by Review of the plans and THE ST41 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance FO,, I""^ with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 1D/27./1.7 _- this building will be inspected for compliance with Section 553.908 1 hereby certify that this budding, as desi d, is in compliance Florida Statutes. 1,1, CDbwiththeFloridaEnergyCode. WE i4 OWNER/ T - - - - - -- DATE: BUILDING OFFICIAL: -- DATE: f/-7=- 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. REVISION 10/27/2017 8-55 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: Lot88ThombrookeStantonGL Bedrooms: 3 User Conditioned Area: 2055 Total Stories: 1 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: PlalBook: 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 2055 19933.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2055 19933.5 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpel 1 Slab -On -Grade Edge Insulatio Main 179.5 It 0 2055 R' 0.48 0 0.52 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 2298 ft7 514 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 2055 ft7 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2120 It' 0.11 Wood 10/27/2017 8:55 AM EnergyGaugeO 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 ToWall_T.ype Space R_Value-Et-In-Et-In Area-R Value_Eracbon-Absor._Grade%_ 1 S Exterior Concrete Block - Int Insul Main 4.1 66 6 9 4 620.7 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 53 6 9 4 499.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft' 0 0 0.6 0 5 Garage Frame - Wood Main 13 33 6 9 4 312.7 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 64 8 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 2 e 2 Vinyl Low-E Double Yes 0.34 0.31 486 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 3 e 2 Vinyl Low-E Double Yes 058 0.32 96.0 ft' 9 It 0 in 0 110 in None None 4 N 3 Vinyl Low-E Double Yes 0.34 0.31 11 A ft' 1 ft0 in 1 110 in Drapes/blinds None 5 N 3 Vinyl Low-E Double Yes 0.34 031 32.4 ft' 1 ft0 in 1 ft 0 in Drapes/blinds None 6 w 4 Vinyl Low-E Double Yes 0.34 028 19.3 ft' 1 ft 0 in 3 ft 8 in Drapes/blinds None 7 . w 4 Vinyl Low-E Double Yes 0.34 0.28 19.3 ft' 1 ft 0 in 504 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.34 0.28 6.0 ft' 8 ft 8 in 0 ft 6 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 460 ft' 460 fN 64 ft 80 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000308 1661.1 91.19 171.5 225 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 42 kBlu/hr 1 sys#1 10/27/2017 8:55 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM 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 R' 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 6 411 ft= Attic 102.75 Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb HealinJan Feb Mar Mar f A r j Apr [ Ma [[ XX]] Jun rl Jul May 1) Jun Jul rX Au Au1) XX]] Se [ ]Oct Sep [ ] Oct Nov Nov Hr ]Dec Dec Vei Jan Feb X Mar A r () Ma () Jun Jul J Aug Se [X) Oct Nov Dec llThermostat 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 10/ 27/2017 8-55 AM EnergyGauge® 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* = 100 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1675.30 ft' b. Frame - Wood, Adjacent R=13.0 312.67 ft 3. Number of units, if multiple family 1 c. N/A R= ft7 4. Number of Bedrooms 3 d. N/A R= ft? 10. Ceiling Types Insulation Area 5. Is This a worst case? No a. Under Attic (Vented) R=30 0 2120.00 fl 6. Conditioned floor area W) 2055 b. N/A R= ft' c. N/A R= ft° 7. Windows" Description Area a. U-Factor: Dbl, U=0 34 157.07 W 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R 6 41111 SHGC. SHGC=0.31 b. U-Factor: Dbl, U=0.58 96.00 fl' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.34 44.54 f1' a. Central Unit 42.0 SEER:15.00 SHGC: SHGC=0.28 d. U-Factor: N/A fN 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 42.0 HSPF:8.50 Area Weighted Average Overhang Depth: 3.735 ft. Area Weighted Average SHGC: 0.309 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 2055.00 ft a. Electric EF• 0.95 b. N/A R= ft' c. N/A R= f12 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Q ,fH-,;F 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. 10/27/2017 8:56 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 0 a DEL -AIR Manual S Compliance Report uffTM0 • A0t 00ND MMO Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Design Conditions Job: Lot88ThombrookeStant... Date: 11/8/12 By: GCR Outdoor design DB: 92.4°F Sensible gain: 32202 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 5262 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 37464 Btuh Indoor FIR 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Sensible capacity: 35713 Btuh 111%, of load Latent capacity: 4833 Btuh 920/6 of load Total capacity: 40545 Btuh 108% of load SHR: 88% Design Conditions Outdoor design DB: 41.9°F Heat loss: 30376 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39390 Btuh 130% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.7 kW 98% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. C Wrl htsoft' 2017.Oct-Oct08:53:57 I 9 Right -Suite® Universal 2017 17.0 23 RSU24011 Page 1 A.. brookeSlanlonGLW\Lo188ThornbrookeStanionGLW rup Calc = MJ8 House laces. W DEL --AIR Component Constructions Job: Lo188ThombrookeStant... P Date: 11/8/12 Numa' a Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 17 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry bulb (OF) 42 92 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 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 dr BNA/II •F fP-'F/BWh BWh/ll' Bluh Burh/IIr ewh Walls 13A-2ocs: Blk wall, stucco ext, r-2 exl bd ins, 6" thk n 454 0.201 0 5.65 2563 4.29 1947 e 227 0.201 0 5.65 1285 4.29 976 s 554 0.201 0 5.65 3127 4.29 2376 w 113 0.201 0 5.65 637 4.29 484 all 1348 0.201 0 5.65 7612 4.29 5784 Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood Irm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or ouir, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft n overhang (5.25 ft window hi, 1 ft sep.); 6.67 it head ht e s all 2A-2ovd: 2 glazing, clr ouir, air gas, vnl Irm mal, clr low-e innr, 1/4" e gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 it overhang (8 ft window ht, 0 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl Irm mal, clr low-e innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.28); 50% drapes, medium; 1 ft overhang (6.25 ft window hl, 3.67 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl Irm mat, Or low-e innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.28); 50% drapes, medium; 1 ft overhang (6.25 it window ht, 5.33 ft sep.); 6.67 ft head ht 2B-2tv: 2 glazing, clr ouir, air gas, vnl frm mat, Or low-e innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.28): 8.67 ft overhang (2 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w n all 294 0.091 13.0 2.56 751 1.42 416 11 0.340 0 9.55 109 10.5 120 32 0.340 0 9.55 309 10.5 341 49 0.340 0 9.55 464 30.3 1473 65 0.340 0 9.55 619 10.8 699 157 0.340 0 9.55 1501 16.8 2634 96 0.580 0 16.3 1565 18.4 1765 19 0.340 0 9.55 184 28.0 539 19 0.340 0 9.55 184 28.0 539 6 0.340 0 9.55 57 11.8 71 24 0.390 0 11.0 263 11.9 285 18 0.390 0 11.0 195 11.9 211 42 0.390 0 11.0 458 11.9 496 C WI"1 htSOfi 2017.Oc1.27 08 53,57 C 9 Righl-Suite® Universal 2017 17.0 23 RSU24011 Page I brookeSlanlonGLW\Lo188ThornbrookeSlanlonGLW.rup Calc - M.18 House laces W Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceiI ins, 1/2" 2120 0.032 gypsum board int tnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 180 0.989 30.0 0.90 1906 1.73 3660 27.8 4988 C Wrl htSOft' 2017.00I-2708.53.57 9 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 2 A'C k ...brookeSlanlonGLW\Lol88ThornbrookeStanlonGLW rup Calc = MJ8 House laces: W w, DEL -AIR Project Summary Job: Lot88ThornbrookeStant... 1 7 Date: 11/8/12 rUt C-AMCDXWrM G Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Notes: RVSD 1/28116 JA LS 6/10/16 JA LS 2122117 JA GARAGE FLIP 6/9/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22492 Btuh Structure 19869 Btuh Ducts 7884 Btuh Ducts 12334 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 30376 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32202 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2684 Btuh Ducts 2578 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (W) 2055 2055 Equipment latent load 5262 Btuh Volume (W) 20004 20004 Air changes/hour 0.32 0.16 Equipment Total Load (Sen+Lat) 37464 Btuh Equiv. AVF (cfm) 107 53 Req. total capacity at 0.75 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-042-230-19 Cond 14HPX-042-230-19 AHRI ref 10258591 Coil CBA27UHE-042-230'++TDR AH R I ref 10258591 Efficiency 8.5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Healing output 42000 Btuh @ 470F Latent cooling 10500 Btuh Temperature rise 26 OF Total cooling 42000 Btuh Actual air flow 1450 cfm Actual air flow 1450 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 33 OF Backup: Input = 9 kW, Output = 29739 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.Oc1.27 08.53.57wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 A .. brookeSlanlonGLW%Lol88ThornbrookeSlanlonGLW rup Calc = MJ8 House laces W g DEL --AIR Right-JO Worksheet MIMM-M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web WWW DEL -AIR COM Job: Lot88ThombrookeStantonG... Date: 11/8/12 By: GCR 1 Room name Entire House ms suite 2 Exposed wall 179.5 It 39.5 If 3 Room height 9.7 It 9.3 It heal/cool 4 Room dimensions 17.5 x 14.0 11 5 Room area 2054.5 112 245.0 112 Ty Construction U-value Or HTM Area (I12) Load Area (It2) Load number Btuh/IIL'F) BIul1/II2) or perimeter (11) Bluh) or perimeter (1t) Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 y/ 13A-2ocs 0.201 n 5,65 4.29 498 454 2563 1947 130 130 735 559 2A-2ov 0.340 n 9.55 10.55 11 0 109 120 0 0 0 0 2A-2ov 0.340 n 9.55 10.55 32 0 309 341 0 0 0 0 13A-2. 0.201 a 5.65 4.29 372 227 1285 976 163 114 645 490 11 2A-2ov 0 340 a 9.55 30.33 49 0 464 1473 49 0 464 1473 2A-2ovd 0.580 a 16.30 18.38 96 90 1565 1765 0 0 0 0 yIy- G I r_ 13A-2ocs ee_e . 0.201 n men s 5.65 n re 4.29 n on 618 cc 554 a 3127 rid 2376 coo 74 n 74 n 420 IN 319 n 0.201 w 5.65 4.29 181 113 637 484 0 0 0 0 2A-20v 0.340 w 9.55 27.96 19 0 184 539 0 0 0 0LN13A- 2ocs 2A-20v 0.340 w 9.55 27.96 19 0 184 539 0 0 0 0 2B-21v 0.340 w 9.55 11.78 6 6 57 71 0 0 0 0 11 D0 0.390 w 10.96 1188 24 24 263 285 0 0 0 0 61 c) AED excursion 10 1 1 318 Envelope loss/gain 19207 15902 3583 3582 12 a) Infiltration 3285 1017 723 224 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 1800 0 Subtotal (lines 6 to 13) 22492 19M 4305 4036 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22492 19869 4305 403 6 Duct bads 35% 62'/e 7884 12334 3562%1509 2505 r15 Total room load 30376 32202 5815 6541 Air required (clm) 1450 1450 278 295 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft" Right-Suite4D Universal 2017 17.0.23 RSU24011 2017 Oct 27 0 Page 1 brookeSIanionGLW%Lot88ThornbrookeSlanlonGLW.rup Calc = MJ8 House laces: W 1 DEL -AIR msrnro • MI coronmmw Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINGF 531CODISCOWAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407.333-3853 Web. WWW DEL -AIR COM Job: Lot88ThombrookeStantonG... Date: 11/8/12 By: GCR 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ms we 0 It 93 It heal/cool 5. 5 x 5.0 II 27. 5 It2 ms b1h 12. 5 11 9. 3 It heal/cool 1. 0 x 172.5 it 172. 5 It2 Ty Construction number U- value Bluh/ 112-•F) Or HTM BIuIV112) Area ( 112) or perimeter (11) Load Bluh) Area ( 112) or perimeter (It) Load Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 I--( i 13A- 2ocs 2A- 2ov 2A- 2ov 0201 0. 340 0. 340 n n n 5. 65 9, 55 955 4. 29 10. 55 10, 55 0 0 0 0 0 0 0 0 0 0 0 0 116 11 0 105 0 0 592 109 0 450 120 0 fa11 VVjjll G 13A- 2ocs 2A- 2ov 2A- 2ovd 0. 201 0. 340 0. 580 a a a 5. 65 9. 55 16. 30 4. 29 30. 33 18. 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-G Vy 13A-2ocs 2A- 2oy 0. 201 0. 340 5 s 5 65 9. 55 4. 29 10. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vi 13A-2ocs 2A- 2ov 2A- 2ov 2B- 21v 11 DO 0. 201 0. 340 0. 340 0. 340 0. 390 w w w w w 5. 65 9. 55 9. 55 9. 55 10. 96 4. 29 27. 96 27. 96 11. 78 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C- Osw 11 DO 0. 091 0, 390 n 2. 56 10. 96 1. 42 11. 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.90 1.73 28 28 25 47 173 173 155 298 F 22A-I-Ipl0 989 27.79 0. 28 0 0 173 13 347 0 6 c) AED excursion 3 55 Envelope loss/gam 25 45 1204 813 12 a) Inliltration b) Room ventilation 0 0 0 0 229 0 71 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 25 45 1432 884 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 351/6 629/6 0 0 0 25 1 9 0 0 0 45 28 359/6 62'/6 0 0 0 1432 502 0 0 0 884 548 Total room load Air required (clm) 33 2 72 3 1934 92 1432 64 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017.Oct-27 08 53 57 Right- Suile® Universal 2017 17 0 23 RSU24011 Page 2 brookeStanlonGLW\ Lol88ThornbrookeSlanlonGLW.rup Calc = MJ8 House laces W RDEL--AIRNun= • no Right-J® Worksheet Entire House DEL -AIR HEATING & AIR P NDITIONINC 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot88ThombrOOkeStantonG... Date: 11/8/12 By: GCR 1 2 3 4 5 Room name Exposed wall Room height Roan dimensions Room area ms wic 0 If 9.3 11 heal/cool 3.5 x 12.5 It 43.8 fl2 bdrm 2 10.5 If 9.3 It heal/cool 14.0 x 10.5 If 147.0 112 Ty Construction number U-value BtulVft;•F) Or HTM Btuf1/II2) Area (112) or perimeter (II) Load Bluh) Area (119 or perimeter (11) Load Stuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vj/ F-CC 13A-2ocs 2A-2ov 2A•2ov 0.201 0.340 0.340 n n n 5.65 9.55 9.55 4.29 10.55 10.55 0 0 0 0 0 0 0 0 0 0 0 0 98 0 16 81 0 0 460 0 155 350 0 171 11 Vy f 13A•2ocs 2A-2ov 2A-2ovd 0.201 0.340 0.580 a a a 5.65 9.55 16.30 4.29 30.33 18.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 y/ C 13A•2ocs 2A•2ov 0.201 0.340 s s 5.65 9.55 4.29 10.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 2A•2ov 2B-21v 11 DO 0.201 0.340 0.340 0.340 0.390 w w w w w 5.65 9.55 955 9.55 10.96 4.29 27.96 27.96 11.78 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R_ D 12C-Osw 11 DO 0.091 0.390 n 2.56 10.96 1.42 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.73 44 44 39 76 147 147 132 254 F 22A-Ipl 0.989 27.79 0.00 44 0 0 147 11 6 c) AED excursion 4 49 Envelope loss/gain 39 71 1039 725 12 a) Infiltration b) Room ventilation 0 0 0 0 192 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 39 71 1231 785 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 35% 62% 0 0 0 39 14 0 0 0 71 44 351/6 629/0 0 0 0 1231 431 0 0 0 785 487 Total room bad Air required (clm) 53 3 115 5 1 1662 1 79 1272 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG5A wrightSoTt" 2017-Oct-27 0 Right-SuileO Universal 2017 17.0.23 RSU24011 Page 3 brookeSlanlonGLW\LOISSThornbrookeStanionGLW.rup Calc = MJ8 House laces. W DEL -AIR rr MM • M 1-0r1OnWmW Right-J® Worksheet Entire House DEL -AIR HEATING & AIR ho ne: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 ax: 407.333.3853 Web: WWW.DEL-AIR COM Job: LOt88ThOmbrookeStantonG... Date: 11/8/12 By: GCR 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 0 It 9.3 It heat/cool 5.5 x 8.0 11 440 112 bdrm 3 10.5 It 9.3 It heat/Cool 14.0 x 10.5 It 147.0 It2 Ty unstrr ion U-value Bluh/It2-•F) Or HTM BIuIVIl2) Area (112 or perimeter (11) Load Bluh) Area (f12) or perimeter (11) Load Eluh) Heal Cod Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 y/ 13A•2ocs 2A•2ov 2A-2ov 0.201 0.340 0.340 n n n 5.65 9.55 9.55 4,29 10.55 10.55 0 0 0 0 0 0 0 0 0 0 0 0 98 0 16 81 0 0 460 0 155 350 0 171 11 F-CT 13A.2ocs 2A•2ov 2A•2ovd 0.201 0.340 0.580 n a a 5.65 9.55 16.30 4.29 30.33 18.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Of 0 0 0 0 0 0 0 0 0I-( Vy 13 2- 2A-2ov 0.201 0.340 s s 5.65 9.55 4.29 10.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 2A-2ov 2B-21v 11 DO 0.201 0.340 0.340 0.340 0.390 w w w w w 5.65 9.55 9.55 9.55 10.96 4.29 27.96 27.96 11.78 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11 DO 0.091 0.390 n 2.56 10.96 1.42 11.88 0 0 0 0 0 0 0 0 130 0 130 0 333 0 184 0 C 16B•30ad 0.032 0.90 1.73 44 44 40 76 147 147 132 254 F 22A•Ipl 0,989 27.79 0.00 44 0 0 0 147 11 292 0 6 c) AED excursion 4 60 Envelope loss/gain 40 71 1372 899 12 a) Infiltration b) Room ventilation 0 0 0 0 192 0 59 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 40 71 1564 958 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 355/6 62'/ 0 0 0 40 14 0 0 0 71 44 351/6 629/0 0 0 0 1564 548 0 0 0 958 595 Total room load Air required (cfm) 53 3 116 5 1 2112 1 101 1553 70 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017.Oct•27 08 53-57 Righ1•SuileO Universal 2017 17.0 23 RSU24011 Page 4 brookeSlanlonGLW\Lol88ThornbrookeSlanlonGLW.rup Cate - MJ8 House laces W DEL -AIR Right-JO Worksheet muff=.°"°'° Entire House DEL -AIR HEATING & AIR P NDITIONING531CODISCOWAY, SANFORD, FL 32771 hone: 407-333-2665Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LotWhombrookeStantonG... Date: 11/8/12 By: GCR 1 Room name laundry great rm 2 Exposed wall 0 It 36.5 11 3 Room height 9.3 If heat/cool 105 It heal/cool 4 5 Room dimensions Room area 6.5 x 6.5 It 42.3 112 1.0 x 299.0 It 299.0 112 Ty Construction U-value Or HTM Area (112) Load Area (112) Load number 81uN112-•F) BIuNl12) or perimeter (It) Bluh) or perimeter (It) Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 f 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 f 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 f y/ 13A-2ocs 0.201 a 5.65 4.29 0 0 0 0 209 113 640 48E 11 I--fi 2A-2ov 0.340 a 9.55 30.33 0 0 0 0 0 0 0 f 2A-2avd 0.580 a 16.30 18.38 0 0 0 0 96 90 1565 176' 13A-2ocs 0.201 n'"n s 5.65 0 cc 4.29 rn an 0 n 0 n 0 n 0 n 130 n 130 n 735 n 555 r 13A•2ocs 0.2p1 w 5.65 4.29 0 0 0 0 0 0 0 0 2A•2w 0 340 w 9.55 27_96 0 0 0 0 0 0 0 0 2A•20v 0.340 w 9.55 27.96 0 0 0 0 0 0 0 0 2B-21v 11 DO 0 340 0.390 w w 9.55 10.96 11.78 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 In 11[l'-VSw I U.vUll - 1 9.001 1.441 oul 4J1 1Utll WI VI UI VI UI 61 c) AED excursion 1551 1 -251 Envelope loss/gain 342 289 4246 3120 12 a) Infiltration 0 0 668 207 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 3 690 Appliances/other 600 0 Subtotal (lines 6 to 13) 1 342 8891 4914 4016 Less external load 0 0 0 0 Less Iranster 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 342 889 4914 4016 15 Duct loads 359% 629/o 120 552 35% 62% 1723 2493 Total room load 462 1441 6637 6510 Au required (c(m) 22 65 1 317 293 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Atk -- wrightsoTt' Rlghl•SuileO Universal 2017 17.0.23 RSU24011 2017.Oc1•27 0 Page 5 brookeSlanionGLW\Lol88ThornbrookeSlanionGLW.rup Cak = MJ8 House faces, W RDEL--AIR Right-J® Worksheet r`°'"°'°111a Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot88ThombrookeStantonG... Date: 11/8/12 By: GCR 1 Room name kitchen brklst 2 Exposed wall 11.5 It 9.0 It 3 Room height 10.5 It heat/cool 10.5 It heat/cool 4 Room dimensions 20.5 x 11.5 It 1.0 x 218.8 It 5 Room area 235.8 hz 218.8 IIz Ty Construction U-value Or HTM Area (fig Load Area (ft2) Load number Btuh/flx-•F) Btult/fig or perimeter (it) Btuh) or perimeter (It) Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 h/ 13A-2ocs 0.201 n 5.65 4.29 0 0 0 0 0 0 0 0 F- CC 2A-2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 2A- 2ov 0.340 n 9.55 10.55 0 0 0 0 0 0 0 0 V I- Cov 2ocs 0.201 a 5.65 4.29 0 0 0 0 0 0 0 0 11 0.340 a 9.55 30.33 0 0 0 0 0 0 0 0 FA0.580 a 16.30 18.38 0 0 0 0 0 0 0012ocs yLytovd0.201 n e,ln s 565 a CC 4. 29 In On 107 n 107 n 604 n 459 n 84 51 79 290 9ne 220 ecn 13A- 20C3 0.201 w 5.65 4.29 O O O O O O O 0 2A- 20v 2A. 20v 0. 340 0. 340 w w 9. 55 9. 55 27. 96 27. 96 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2B- 21v 0.340 w 9.55 11.78 0 0 0 0 0 0 0 0 11D0 0.390 w 10.96 11.88 0 0 0 0 0 0 0 0 In I ICV-VJw I V.uV11 - I C.,OI 1.gCl ul ul VI VI ul VI ul VI 61 c) AED excursion 1-127 1 1 19 Envelope losstgain 1154 774 1063 961 12 a) Infiltration 210 65 165 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 12001 0 Subtotal ( lines 6 to 13) 11364 2039 1228 1012 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1364 2039 1228 1012 15 Ducl bads 1 35% 62'/e 478 1266 359/6 629% 430 628 Total room load 1843 3305 1658 1640 Air required (clm) 88 149 79 74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C _ Ad- wrightsoTt" Right-Su11e® Universal 2017 17 0 23 RSU24011 2017 Ool 27 0 AWK page 6 brookeSlanlonGLW\ Lol88ThornbrookeSlanlonGLW rup Calc - MJ8 House laces W DEL --AIR Right-J® Worksheet r 110-AM °MM Entire House DEL -AIR HEATING & AIR CONDITIONINC, 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 ax: 407-333-3853 Web: WWW DEL -AIR COM Job: LOtWhOmbrookeStantonG... Date: 11/8/12 By: GCR 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining 17.5 It 9.3 If heal/cool 1.0 x 263.3 It 263.3 02 den 32.0 It 9.3 It heal/cool 13.5 x 12.5 It 168.8 Il= Ty Construction number U-value Btuh/112•F) Or HTM ElluNlt2) Area (I12) or perimeter (11) Load Bluh) Area (It2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 y/ I-C 13A•2ocs 2A•2ov 2A-2ov 0.201 0.340 0.340 n n n 5.65 9.55 9,55 4.29 10,55 10.55 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 56 0 0 315 0 0 239 0 0L-1 y/ C 13A•2ocs 2A•2ov 2A-2ovd 0.201 0.340 0.580 a a a 5.65 9.55 16,30 4.29 30,33 18,38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Lam; y/ 1 13A•2ocs 2A-Zov 0.201 0,340 s s 5.65 9.55 4.29 10.80 107 32 75 27 421 309 320 350 116 0 116 0 657 0 499 0 13A•2ocs 2A•2ov 2A•2ov 2B-21v 11D0 0.201 0.340 0.340 0.340 0.390 w w w w w 5.65 9.55 9.55 9.55 10.96 4.29 27.96 27.96 11.78 11.88 56 0 0 6 24 26 0 0 6 24 146 0 0 57 263 111 0 0 71 285 126 19 19 0 0 87 0 0 0 0 491 184 184 0 0 373 539 539 0 0 q I-D 12C-Osw 11D0 0.091 0.390 n 2.56 1096 1.42 11.88 121 0 121 0 309 0 171 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.73 263 263 237 454 169 169 152 291 F 22A-Id 0.989 2779 0 00 263 18 4860 1 32 889 0 6 c) AED excursion 119 429 Envelope loss/gain 12229 16431 2872 2909 12 a) Infiltration b) Room ventilation 320 0 99 0 586 0 181 0 13 Infernal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 2549 1972 3458 3091 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 351/6 62'/0 0 0 0 2549 894 0 0 0 1972 1224 355e 62'/, 0 0 0 3458 1212 0 0 0 3091 1919 Total room bad Air required (clm) 3443 164 3196 144 4670 223 5009 226 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. Fk- wrightsoft- 2017.Oc1.27 08:53 57 Right-SudeO Universal 2017 17 0 23 RSU24011 Page 7 brookeSlanionGLW\Lol88ThornbrookeSlanlonGLW.rup Calc - MJ8 House laces: W DEL -AIR Duct System Summary Job: Lot88ThombrookeStant... Date: 11/8/12 tQ11TW0• WH CONDIIION010 Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 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 0.162 in/100ft 1450 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.162 in/100ft 1450 cfm 148 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (it) Ftg.Egv Ln (ft) Trunk bdrm 2 h 1662 79 57 0.215 6.0 Ox 0 VIFx 26.8 85.0 stl bdrm 3 h 2112 101 70 0.205 6.0 Ox 0 VIFx 32.3 85.0 stl brktst h 1658 79 74 0.219 6.0 Ox0 VIFx 24.5 85.0 stl blh 2 c 116 3 5 0.233 4.0 Ox 0 VIFx 17.9 85.0 SO den c 5009 223 226 0.162 8.0 Ox 0 VIFx 47.9 100.0 st2 dining h 3443 164 144 0.168 8.0 Ox 0 VIFx 42.9 100.0 st2 great rm h 3318 158 147 0.220 7.0 Ox 0 VIFx 24.3 85.0 stl great rm-A h 3318 158 147 0.210 7.0 Ox 0 VIFx 29.2 85.0 stl kitchen C 3305 88 149 0.224 7.0 Ox 0 VIFx 22.4 85.0 stl laundry C 1441 22 65 0.215 5.0 Ox 0 VIFx 26.7 85.0 stl ms b1h h 1934 92 64 0.215 6.0 Ox 0 VIFx 26.5 85.0 stl ms suite C 6541 278 295 0.197 9.0 Ox 0 VIFx 36.8 85.0 stl msWc c 72 2 3 0.215 4.0 Ox0 VIFx 26.6 85.0 stl ms wic c 115 3 5 0.224 4.0 Ox 0 VIFx 22.0 85.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 1450 1450 0.162 821 18.0 0 x 0 VinlFlx st2 Peak AVF 387 369 0.162 493 12.0 0 x 0 VinlFlx SO wrightsoft' R.ghl-SuileO Universal 2017 17 0 23 RSU24011 AM" brookeSlanlonGLW%Lol88ThornbrookeSlanlonGLW rup Calc - MJ8 House laces: W 2017.Ocl-27 08.53:57 Page 1 Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx W I'1 ht5oft' 2017.Ocl-27 08:53 57 9 Righl-Suile® Universal 2017 17 0 23 RSU24011 Page 2 ACCP, . brookeSlanlonGLW%Lol88ThornbrookeSlanlonGLW.rup Calc = MJ8 House faces: W FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot88ThornbrookeStantonGLW 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 spaces. 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 6/9/2017 9:36 AM EnergyGauge® 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 O This checklist O 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). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report(usually one page) O 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 6/9/2017 9:36 07 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lo188ThombrookeStanIonGLW Builder Name- Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number. Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2055 sq.R. Cond. Volume: 19934 cu R. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data HOUSE PRESSURE I FLOW: I 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 Rue 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 Where required by the code official, OF TKE S7gT8 performance results demonstrate compliance testing shall be conducted by any with Florida Energy Code requirements in approved third party. A written accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party 94 _ v conducting the test and provided to I a SIGNATURE: the code official. PRINTED NAME: DATE: BUILDING OFFICIAL:__ I DATE: 6/9/2017 9-36 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 Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 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 verity 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. 0 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 verity 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. Healing and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, 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 leakagel/Vindows, 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 AAMANVDMA/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. 0 R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. 0 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 healing load. 0 R403.2.2 Sealing (Mandatory)kJl ducts, air handlers, and filter boxes and building cavities that form 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 lest. 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 lest. 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 lest 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. 6/9/2017 9:36 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. 0 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. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heal 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 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. 0 R403.4.4 Water heater efficiencies (Mandatory). O 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. 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 healing 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 healing systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 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. O 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 healing 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. 6/9/2017 9:36 AM EnergyGauge® 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. p 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 lest 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 -heal -recovery pool healing 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. O 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. 6/9/2017 9:36 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL LAHAI r..• na n MASTER sum 1 od O to 11 d a ON 1elln.e .e C O 5 1z.Izz d .... ec 2 1 FAMILY ROOM a TL 1L ero as 3 4 WWIa R l2. usRI2.6ll.cd Iz.e 1.cd 3' bath duct tq to roof cap s M. of ' cd y y' r.v un/ w/fan 161 -- _ oai> Nutone 696RNB m 10.6 1 Csd I I r t0 raofnc.pnt Q e •J 1 aim 1 1 O D i. 6• j Iz.6 I.Cd BEDROOM 2 . roe 150 rc vra— j/1 I 01e1v-v" 10.6 1r Ui5 W W NCO V ...,p. 6. 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W • • >_ Lu J Z G I— Co Z LLI 3 Q CrCEPTIONS 1-3 QJ O 7 Q 0= MuSt hove a nlNnun CleoranCe of InCheS orovnd the_olr hondler peC_the_State_Eriergy_code._91I_duct_hos_on_r=6_LosLLlotloa_v.6ILLe 03 (3- J N Q o Revision Response to Comments Permit # / // l Project Address: 4 Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford j ;" Wilding & Fire Prevention Division O P P ! i: 407.688.5150 Fax: 407.688.5152 f_ Email: building@sanfordfl.gov Submittal Date 10/25/17 Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Approvals 5F 11- i3- %7 RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Forrp is' 0 Permit # SANFOR ' '` ' Project Location Address: Eden III YD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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-R5 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 Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents roved Other Millennium MMI-2 Off Ridge Vent 16568.1 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 i 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 r CBUCK Engineering Spccclalty Structural EngIneaPrinq CBUCK, Inc. Certircote of Authorizotion #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B 1J110NG SANE pFtD oFPAR 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 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net Bluf oGENS c' F,p No 31242 0 STATE OF 40 ON AL?`` pikall' SiVed by: Iamm l ludm, P.E. 2015.03.02 11e5:51-05-00- FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCKEngineering Report No.: 15-1 MM2-St0RV-ER_14 SpPcic9nv Structural Englnemerinq CBUCK, Inc. Certificate of Authorizotion #8064 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 o margin of safety of2to1. CBUCK Engineerinq FL M FL 16S68.1 111 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Specialty Structural Enginekerinq CBUCK, Inc. Certificate of Authorization u8064 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for aaalication 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 tl: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngin Prin9 Page Report No.: SOf MM2-StORV-ER_14 Specialty structurai Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Tyne 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size: Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 55-1 MM2-StORWER 14 of 7 ISpecialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) r FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 165-104-MM2-StORV-ER 14 of 7 SpeclaIN Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 12" 1/8'1 _ 18-1/4" I 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge 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 CBUCKEngineering Page Report No.: is-io4-MM2-StORV-ER_14 Specialty Structural Engineerinq 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 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6 Ft. 8 Ft. 10 Ft. '" %ram• A, t Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Revision `ia' . Response to -Comments OOt Z zl City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # J Submittal Date 10/25/17 Project Address: Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building 5F I\- &- %-7 r RECORD COPY n City of Sanford Building and Fire Prevention Permit # Product Approval SFSTMifcation Form SANFORD M RENfISION 17-2394 1' 7 R Project Location Address Manchester As required by Florida Statute 553.842 and Florida Administrative Code 914-3, 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.floridabuildina.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2. Windows Single Hung MI Windows Block Single Hung FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows 3540 ser. Frame Fixed Glass FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullion — vertical FL18504.2 Wind Breaker Dual Action Other June 2014 1 0 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite j 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 Shin des Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents d Other 16568.1MillenniumMMI-2 Off Ridge Vent June 2014 f Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts 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 s Applicant's Signature Applicant's Name Please Print) June 2014 CBUCK EncjinL=L=rinq Specialty Structural Englneerinq CBUCK, Inc. Certificote of Authorizotion #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Roa Jacksonville, FL 3221 877) 358-7663 for SANFORD Florida Product Approval °FAARi` FL 16568.1 R1 Florida Building Code 5th 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 so.11.ow.lc 7nla O.cask yr.mr No 31242 9UC/r Q`'•'GENSF •. %p n' STATE OF IORION IIIIIII I\ DWtativ Sped by; lames L !wkw, P.L 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 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page Report No.: 2 of 7- MM2 StORV-ER 14CBUCKEngineerin Spxlalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 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 #i: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 35of MM2-StORV-ER 14 Speclaltty Structural Engineerinq CBUCK, Inc. Certificate ofAuthorizotion tl8064 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 Wolls 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(i)(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 RI Date: 2 / 26 / 15 CBUCK Engin rin9 Page Report NO.: 5of MM2-StORV-ER_14 Specialty rm"Xictural Englnenerinq CBUCK, Inc. Certificote of Authorizotion #8064 Components/Materials Ridge Vent: by Manufacturer): Material Tyne 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnginePrinq ,Page Report NO.: 5 of MM2-St0RV ER_14 ISpecialty roftuctural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK EnginL=Pring FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER 14 Page 6 of 7 Sppclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 1 Profile Drawinas 5-1/2" 12" 18-1 /4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. VWod Screws MMI-2" Steel Oft Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Mod Screws Lower Slope Front) Typical Side View (Not To Scale) Y Higher Slope Back) T CBUCK Engineering FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER-14 Page 7 of 7 SPeN--lcqlW Structural Enc;jInekorinq 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 1/2" 4" o.c. 4" o.c. Typical, Maximum I Nominal Lengths 4 Ft 6 Ft 8 Ft. 10 Ft. Typical Fastener(s) 11 Gauge Ping Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) 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 V Response to Comments Permit # City of Sanford i a ;, Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 e. -16 J Email: building@sanfordfl.gov Project Address: : SF..(/)C A Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Submittal Date Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building Permit # Project Location Address RECORD COPY City of Sanford Building and Fire Prevention Product Ap 12-1 / FY cPAR V - Eden III 3 C90 . K-Ld Roy necification Form lslot4SANFOft )REV As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows - Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category, / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive i Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Other Millennium MMI-2 Off Ridge Vent 116568.1 June 2014 Category,/ Subcategory Manufacturer Product Description Florida Approval # include decimal S.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 FL2197-115 Engineered Lumber Railing i 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 CBUCK Engineering SpeGalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval SANFORo FL 16568.1111 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 No 31242 8UC.'r W STATE OF ONAL?.. 111111 DW,w UF40 by: lame. L kKUW. PX 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 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnginP=ring Report No.: 25-1 MM2-StORVIR_144SpeclahjStructuralEngineeringCBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "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 of 2 to 1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 nq Page NO.: 35of MM2-StORV-ER 14CBUCKEnglneeri Specialty Structural Englneerinq 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". ODtion for awlication 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 RI Date: 2 / 26 / 15 CBUCK Englneerinq Page Report No.: 145-1 MM2-St0RV-ER 14 of 7 Speclalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 55-1 MM2-5tORV-ER_14 Spe clalty Structural EnglneaEN nq CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Page Report No.: 16 of MM2 StORV-ER_14CBUCKEngineering SpQ i- cowu Structural IEnglnskorinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 1 5-1/2" Profile Drawin>;s 18-1 /4" 12" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Strews 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 CBUCKEngineering Page Report No.: 15-104-MM2-StORV-ER 14 SpeGalty Structural Englne erinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 i 7 o.c. 1 12" 4" o.c. r 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 Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) j jJ±.per. i Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Revision - City of Sanford Response to Comments O GLT 3 Building & Fire Prevention Division2 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ZZ—Lyo Submittal Date 10/25/ 17 Project Address: 43-7 Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Approvals r 0 EVI Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approv, Project Location Address: 3 0 cification Form SANFORD `IIS'O \ ° eP oR Y Oc,U Grov l L 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.floridabuildincl.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1.Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 do 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles F1.16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Other Millennium MMI-2 Off Ridge Vent 16568.1 June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts 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 Is CBUCK Engineering Spe tlaWU Structural Engineerinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 J 877) 358-7663 0 n Nc for Florida Product Approval SANFORD FL 16568.1111 FPAR``` Florida Building Code Sth Edition (2014) Per Rule 61G20-3 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 . ' •,IGENSF ' tcp No 31242 70 * u 0, n' STATE OF O N AL?`. rrrrr II`` OigkaW Upwd by: lames l WxEMM. P.E. 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 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK EnglnPL=rinq Page Report No.: 25of MM2-St0RV-ER_14 Speclalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "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 #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineerinq Page Report No.: 35-1 MM2-StORV-ER_14 Spec1c91W Structural Englnee'rinq CBUCK, Inc. Certificote of Authorizotion #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for aDDlication 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 CBUCK Engineering Page Report NO.. 4 of 7 MM2-StORV-ER_14 Speclalfiy Structural EnginPPrinq CBUCK, Inc. Certificate of Authorizotion #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 Engineeringring Page Report No.: 55of MM2-StORV-ER_14 ISpeclaIN Structural Engineering CBUCK, Inc. Certificote of Authorizotion #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK EnginP rinq Repe rt No.: 65of MM2 StORV-ER 14 Sptaclalty Structural Engirvem" nq CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 4 1/2 in. I2-1 /8" I 18-1 /4" I 3" r Side View (Not To Scale) MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wbod Screws Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws b— --' - \— Plywood Deck Lower Slope Front) - Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 C6UCK Engineering Pg2 rt No.: 15-1 MM2-StORV-ER 14 of 7 SpeclalN Structural Englneerinq CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 12" o.c. 1 12" W' o.c. r 4" O.C. Typical, Maximum Nominal Lengths 4 Ft. 6 Ft. 8 Ft. 10 Ft. rr r - r / 24' Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Revision 0' Response to Comments U G;3 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date 10/25/17 Project Address: 4.?kj(Lv 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 13 Building SF it- r3-17 1 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification FormUSANFORD1VIC410N Permit # -7" 19 1 I RE jj Project Location Address. Eden III -t" s RD(1,4 01D( As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-115 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 Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents hppawed Other rMNlennium MMI-2 Off Ridge Vent 16568.1 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 FL2197-115 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 P CBUCK Engineering SpEnaldlttj StrLw—' ral Englneberinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. X\PING 10200 Eastport Road mJ Jacksonville, FL 32218 SOOR 877) 358-7663 OEPAR for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 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 au No 31242 0, n'• STATE OF rlrrirr D"Ay %pod by: lames L kudos`. P.E. 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 FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 25o104-MM2-St0RV-ER 14 SpcWclalty Structural Enginew1flo CBUCK, Inc. Certificate of Authorization #8064 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. CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER 14 Page 3 of 7 Specialty Structural Englneerinq DUCK, 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for aDDlication 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 CBUCK Engineering Page Report No.: 4 of MM2 StORV-ER_14 Specialty Structural Englnesering CBUCK, Inc. Certificate of Authorization a8064 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 g Page Report No.: 55of MM2 StORV-ER 14CBUCKEngineerin SpeGalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 165-104-MM2-StORV-ER_14 Speclalty Structural Englnepring CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 12., 1/81 18-1/4" I W 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.: 15-1 MM2-StORV-ER 14 SpGCJ' C9 ty Structural Englneerinq 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 Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) rpG: Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Revision Response to Comments Permit # ll---Iqo' Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed 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 10/25/17 Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building U 4 1 J RECORD COPY City of Sanford Building and Fire Prevention Product Appr „ DDV,QI Specification For SION Permit # I — SANFORD Project Location Address: Eden IIIC (C) totne 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.floridabuildin4.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) FL15332.09-112 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-116 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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 FL12019-115 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 Shinciles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other 9eVC1 It Millennium MMI-2 Off Ridge Vent 16568.1 June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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 EnveloM Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 CBUCK Engineering SpiPclalty Structural Englnesprinq Evaluation Report CBUCK, Inc. Certificate of Authorization #8064 OSANFORD00 MMI-2" Off Ridge Vent Ridge Vent Assembly 0 t4 Manufacturer: Millennium Metals, Inc. 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 61G20-3 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 J%%1l ll1,,,//,, 1GENSj tilOp' No 31242 70 * W- 0,' STATE OF Fs'•.'COR10P •'.(7\ ONA\, 0"ally SW4d Ev: lamas L kckm. P.E. 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 FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineerinq RepoPage rt No.: 25o1f04-MM2-StORVAR_14 Speclalfiy Structural Enginperinq CBUCK, Inc. Certificate of Authorization #8064 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 of 2 to 1. FL #: FL 16568.1 R1 N Date: 2 / 26 / 15 CBUCK EnginPPrinq Page rt No.: 35Of MM2-StORV-ER 14 SpxlaiN Strucfiural Englneerinq 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. ODtion for aDDlication 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). CBUCK EnglnPL=rinq FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size: Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2',4',6',8'and10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 55-1 MM2-StORV-ER_14 of 7 Spedalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) I FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Enginp rinq Pagert No.: 165of MM2-StORV-ER_14 Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 12" 4 1/2 in. I2-1/8,I 18-1/4" I _ 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 CBUCKEnginPPrinq Page Report No.: 50104-MM2 StORV-ER 14 SpUK-J N Structural Englnepring 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 Scale) Typical Fastening Pattern) 1. : V' Typical Fastener(s) r Typical Ridge Vent Assembly Isometric View (Not To Scale) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws l5zRevision Response to Comments O Permit # / /' Project Address: J City of Sanford w Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 CCT 2 -. j Email: building@sanfordfl.gov Submittal Date 10/25/17 Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing General description of revision: PRODUCT APPROVALS REVISED Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals D Utilities Waste Water Planning Engineering Fire Prevention 13 Building SF 1 w'S' i % f RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification F I REVISIO i`'6 SANFORD ORPermit # N LO 9? Project Location Address: Da hene 111 4 q &d,,-Oro tP—,L9-nu- As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Roofing Shingles FL16305-114Atlas Underla ments InterWrap, Inc. Underlayments FL15216-R2 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 Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other i ge Vent Millennium MMI-2 Off Ridge Vent 16568.1 - June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 6.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 j 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 CBUCK Engineering Specialty Sftucturcsl Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B OLDIAIr SANF0RD OARTM 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 3 U.U.*UAk.Dw—* L. !eU k y No 31242 M * _ 0 . W= O, n STATE OF atnaw Sipb by., lamcs L eucb+ot. P.E. 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 9 FL ##: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 25of MM2-St0RV-ER 14 Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "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. i FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 35-104-MM2-StORV-ER 14 Speaclalty 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof 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 #t: FL 16568.1 R1 Date: 2 / 26 / 15 q Report No.: 45of MM2-StORV-ER_14CBUCKEnglnPPrin SpeclaIN Structural Eng1maprinq CBUCK, Inc. Certificate of Authorization Il8064 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 : #i10 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 EnginPL=rinq Page Report No.. 15-104- 7 MM2-St0RV-ER 14 ISpecialty Structural Englneerinq CBUCK, Inc. Certificote of Authorizotion #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnginPPrinq Page Report No.: 165-1 MM2-StORV-ER_14 of 7 Spxlalty Structural Engine" nq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 1 /8" 1 18-1 /4" I 3" Side View (Not To Scale) MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws A Lower Slope Front) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Side View (Not To Scale) Higher Slope Back) 5 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-1f04-MM2-StORV-ER 14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. . MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" O.C. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) C`1Q Nominal Lengths /° ' J i 4 Ft. ae e • 6 Ft. O Q / • 10 Ft. ram;+ j; Typical Fastener(s) 11 Gauge Ring Shank Roofing Naili • ; • / / OR 10 min. Wood Screws sue f/+• Typical Ridge Vent Assembly Isometric View (Not To Scale) Revision Response to Comments 13 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1-7---1qZ,43 Submittal Date 10/25/17 Project Address: 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 13 Building l I V1 Aawth. RECORD COPY Permit # City of Sanford Building and Fire Prevention Product Approval Specification 1- 3 EVISION Project Location Address: Daphene III UC ,('/ As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2. Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed I Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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 FL12019-115 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles F1.16305-114 Underla ments InterWrap, Inc. Underlayments FL15216-R2 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 Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents en d Other Millennium MMI-2 Off Ridge Vent 16568.1 June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 6. 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 CBUCK Engineering Spsclalty Stfuctural Englnetering CBUCK, Inc. Certificote of Authorization a8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: lslot4MillenniumMetals, Inc. PtEv ILDI 10200 Eastport Road Jacksonville, FL 32218 SANFORD 877) 358-7663 fARrM`` for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 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 IAm..k 7.>r a tMcesk f W.i7 1 L. BUCI- No 31242 cr_ xN STATE OFflORION dWwr spore W. fames L wd".. V.E. 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 s . _ FL #: FL 26568.1 RI Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 25-1 MM2-St0RV-ER_14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #: FL 16568.1 R1 Date: 2 / 26 / 15 C6UCK Enginp rinq Page Report Iva.: 35of MM2-StORV-ER 14 Spec1c5WW Structural Englneerinq 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 Wolls 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'. Ontion for annlication_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 ii: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnglnPPrinq Page rt No.: 15Of MM2-St0RV-ER 14 Sppclalty Structural Enginperinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size: Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 55-1 MM2-StORV-ER 14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) r FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 165-104-MM2-StORWER_14 of 7 Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. I 5-1/2" Profile Drawines 12" 18-1 /4" 3" 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 RI Date: 2 / 26 / 15 C6UCK EnginPPrinq Page Report No.: 15Of MM2-StORV-ER 14 Spe clalty Structural 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 Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) i Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Revision M/ Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Gf!% Submittal Date 10/25/17 Project Address: 436 Qi Za/a 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 13 Building SF 0 - Ig . 17 P RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Permit # I - d-O 8" RExJISION Project Location Address: Da hene III 4-3 L4 Rom- F SANFORD OFpAR,,. oy- i4,-) 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.or-Q. 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-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-112 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2. Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 r4, Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Roofing Shingles FL16305-114Atlas Underla mentS InterWrap, Inc. Underlayments FL15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofinq tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other_MAJI AR 16568.1MillenniumMMI-2 Off Ridge Vent am June 2014 40 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Strucbmal 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 CBUCK Engineering Speclalty Sftuctural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 J ING for N pFtO Florida Product Approval sA 4 9FP0 FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 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 a.r.r. Obcbmk 5.41 k. UW—.k finkY1 Ucir P .•'.1GEN,S c'••. lcp No 31242 T' STATE OF _ IA/ ON AX.E?.. Oy4aUy Synod by; lames L Wxknor, P.E. 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 FL #t: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 25of MM2-St0RV-ER_14 SpE+clalty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 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 #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engin -- erinq Page Report No.: 35-1 MM2-StORV-ER 14 SpeclaIN 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. ODtion for aDDlication 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 CBUCK Engineerinq Page Report No.: 145-1 MM2-St0RV-ER_14 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size: Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #t: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineering Page Report No.. 15-104- MM2-StORV-ER 14 ISpecJalty Structural Englnepring CBUCK, Inc. Certificate of Authorization u8064 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 ##TST 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 #i 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization ## ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-1 MM2-StORV-ER 14 SpxialtLi Structural Engineering CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 12" 18-1/4" I Y II mot'• 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 9 Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnginemerinq Page Report No.: 15-104-MM2-StORV-ER 14 Speclalty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 12" 4" o.c. W' o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base FlangeOR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft 6 Ft. 8 Ft. 10 Ft ' - • f J. j,• i 24, i • j i' '- • is t , Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Revision Response to Comments O Permit # )7-1&zj Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed 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@sanfbrdfl.gov L:a 10/25/17umittalDate Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building ECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification F SIONSPNF R Permit # ' p CEP R tot—AqI7 JProject Location Address: Da hene III U lve Qn ` 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.floridabuildinc.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed I Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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 Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents er en Other Millennium MMI-2 Off Ridge Vent 16568.1 June 2014 4* Category ISubcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts 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 FL14239-113 Applicant's Signature Applicant's Name Please Print) June 2014 CBUCK Engineering SpcNclalty Structural Engineerinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 tA for INC Florida Product Approvalike mJ FL 16568.1 R1 sPNFOR Florida Building Code Sth Edition (2014) EPAa Per Rule 61G20-3 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 f.a.. Ds..r Snl a o.mr>ue IIIlrrrriirrr Buck No 31242 W= 0, n STATE OF t0RID P .•' Gam\: rrrrllll DilkaDY Sipnd by: lames L k0per. P.E. 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 NCBUCK EnglnL=L=rinq FL #: FL 16568.1 RI Date: 2 / 26 / 15 Report No.: 15-104-MM2-St0RV-ER 14 Page 2 of 7 Spe clalty Structural Englnewrinq CBUCK, Inc. Certificate of Authorization a8064 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 #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page Iva.: 35of MM2 StORV-ER_14CBUCKEngineerin SpF+clalty Structural Engineering DUCK, Inc. Certificote of Authorizotion #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. ODtion for aoDlication 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 Ri Date: 2 / 26 / 15 CBUCK Engineering Page rt No.: 15Of MM2-St0RV-ER_14 SpclalteLj Structural Engineering 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 : it 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 g Page Report No.: 55of MM2-StORV-ER 14CBUCKEngineerin Specialty Structural Englnemerinq CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK EnginPPrinq Page Report No.: 65Of MM2 StORV-ER 14 Specialty Structural Enoneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 5-1/2" 1 /8'18-1 /4" I 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-7 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) r FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Report No.: 175-o104f7-MM2-StORV- ER-14 I Pager SpeclaWtj Structural &.nc;)lnL=Lw1nq CBUCK, Inc. Certificate of Authorization #8064 P C5InstallationMethod Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/ 7 o.c. 1 1/ 2" o.c. 4!'o. c. Typical, Maximum Nominal Lengths Typical Fastener( s) 11 Gauge Ring Shank Roofing Nail Base Range OR 10min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Fastener( s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View ( Not To Scale) Revision Response to Comments O LCT 2 2317 J City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # / /'- 1,V l U + Submittal Date 10/25/17 Project Address: _ Z 6dlfak Zet 09L Contact: Daphne Ph: 407-257-6940 Fax. Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Approvals RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification For ,N, SANIFISIONPermit # Z 7 Ao 49Dw'lo E AR r Project Location Address: Daphene III k /E-6 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.orc1. 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) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 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 FL12019-115 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 i Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Millennium MMI-2 Off Ridge Vent 16568.1 June 2014 i Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts 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 CBUCK Engineering SpecicgWW Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent J!Sjot4RidgeVentAssemblyREN J NG Manufacturer: SAN o Millennium Metals, Inc. 10200 Eastport Road °FPA' 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: Product: Material: Support: Roofing Accessories that are an Integral Part of the Roof System MMI-2" Off Ridge Vent Steel 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 Mark. IWM. k7w.kur P. GENSF' tcp No 31242 4.1 T ' STATE OF 2 FCORIOP,. SO ... ` ftkagy Signed by: Ames L gudno.. P.E. 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 FL ti: FL 16568.1 R1 Date: 2 / 26 / 15 Page rt NO.: 25o104-MM2 StORV-ER 1CCBUCKEnginrinq Spc'claWti Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 35-1 MM2-StORV-ER 14 Sppclalt j Structural Englne2erinq CSUCK, Inc. Certificate of Authorizotion #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof 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 RI Date: 2 / 26 / 15 CSUCKEngineering Page Report No.: 15-1 MM2-St0RV-ER 14 SpP J- cqW t,l Structural Engineering CBUCK, Inc. Certificote of Authorizotion #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum - Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 g Page rt No.: 55of MM2 StORV-ER 14CBUCKEngineerin Speciaity Structural Englnemering CBUCK, Inc. Certificate of Authorizotion #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 q Page rt NO.: 65of MM2-StORV-ER 14CBUCKEnginein SpeclaIN Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i Profile Drawings 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 Scole) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK nql eering Pagert No.: 175-104-MM2-StORV-ER14 Nr=*of 7 1 ropem--winii Structural i-=nvnelPrinc;ll 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 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) W Nominal Lengths 4 Ft. 6 Ft 8 Ft 10 Ft. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) z/ Revision Response to Comments Permit # Project Address: _ Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water 0, City of Sanford a 7 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 10/25/17 Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building Sw rl-15- (-7 f RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Form Ll) tvG Permit # /ZISION / aSANFORD Project Location Address Amesbury 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) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Pocket 2 panel sliding door FL15332.06 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2. Windows Single Hung MI Windows Block Single Hung FL17676.9 Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL18644.03 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.9 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-R5 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-R2 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 Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other 116568.1MillenniumIMMI-2 OFF RIDGE VENT June 2014 Category / Subcategory 5.Shutters Accordion Manufacturer Product Description Florida Approval # include decimal Bahama Colonial Roll u Equipment Other 6.Sk li hts 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 CBUCK EnginpL=rinq SpcNclalt'y Structural Englneerinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B v t 10% INC S .NFOR) OFPAR. 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 f.a.. U.m. * kyti Dommk 7uaW" BUC''''' GENSF'•. No 31242 * ' 0, n'• IA/ STATE OF i FS•'•.FCORIOP.•'• C92 ftkaty Wed by: fames L ludner. M 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 FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCKEnginL=Prinq Page Report No.: 15Of MM2-St0RV-ER 14 Sperics u Structural Englnswinq CBUCK, Inc. Certificate of Authorization s8064 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: - 73 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 RI Date: 2 / 26 / 15 q Page rt NO.: 35of MM2-StORV-ER 14CBUCKEnglneerin SpEKCleaWW 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 • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof 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 CSUCK Engineering Page Report No.. 4 of 7 MM2-StORV-ER 14 Specialty Shiictural Englneerinq CBUCK, Inc. Certircote of Authorizotion #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 55of MM2-StORV-ER 14 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 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 #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) u FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK EnginPPrinq page Report NO.: 65o1f0 MM2 StORV-ER 14 Speclalty Structurae lEngineringCBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals.. Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. 5- 1/2" Profile Drawinas 18- 1 /4" 12" 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 Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEnginesring Page Report No.: 15of MM2-StORV-ER_14 Sppclalty Structural Engineering CBUCK, Inc. Certificate of Authorization t18064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/7 o.c. WII 1 12" 4" o.c. r 4" o.c. Typical, Maximum Nominal Lengths Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) r Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) Job Address: L Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No• i%- i l L Documented Construction Value: $f V Historic District: Yes Nog Residentiato Commercial Type of Work: New§- Addition 0 Alteration Repair Demo Change of Use Move l Description of Work:71:rn5 Ocn" T .0tP_ Ap G b3ft e L 400 Plan Review Contact, Person: Title: Phone: 1-S S Oo. 1F 11 1. Email: kQ_a1 C'JlaL1.16' C[rnn Name Street: Rbd City, State Zip: Name Street: 53 City, State Zip: Property Owner Information Phone: N Resident of property?: too Information Phone: 40 Z- 6( 6 - 30U Fax: 0 - ?s3 State License No.: O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S'^ Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application ROTICE: 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 oounty, and there may be additional permits rutluilvd 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 Tien T.Rw, ITS 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 nn 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 yuur permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo ' g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature, ofNotary-State of Florida Date of Contractor/Agent t Contractor/A ent's Name I G Signature of No ry-State of Florida D; i'+ i: CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 Owner/ Agent is Personally Known to Me or Contractor/Agent is Personally Known to -Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 201 S Permit Applicatinn i7t0 1=I(l.IK17H1 Iw1 Iwi W.A. Su- Dft+w HMD4Q rt r tl Iamd.D.I. {77117iou 71.n«iavr"ti•LL+ Plus Wi IVt7. a• ow FJa. Q+ a.. w. .. 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IO 4J.w.tYq..miO.Yrwl a...YW Itl It1 .. rr1.A\.1 a.rdr.•SO f UNm.:1_7•r RevisionV/ Response to Comments O Permit # Project Address: Contact: Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades a ompassed 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: General description of revision: Go, ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building sr Z • tL • tR Monta Consulting & Design of WMR and Associates, LLC Northpointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32714 RECORD COPY montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 9, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 89 Framing Repair To Whom It May Concern: Based upon a phone call with Andy D'Ambrosio with Taylor Morrison on 1/4/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan [S4]. It was brought to our attention the framing contractor used other than plan indicated fasteners to connect the Rear Covered Lanai T37, T38, and T39 2x8 SYP #2 P.T. bearing ledger to CMU. The builder has requested review and repair comments to match field conditions. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan [S4] addressing alternate ledger connections as mentioned above. 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, \ 1!5 OtA 5+F' SANFORD t2- Brian A. Danzis, P.E. Florida Lic. No. 81262 1 /9/2018 17- 1914 Page 1 of 2 Reviewed and Approved 11rl to 1' No.81439 TEOF • Van E. Dahlk6; P.E. Florida Lic. No. 81439 1 /9/2018 m TAYLOR MORRISON THORNBROOKE, LOT 89 PARTIAL FIRST FLOOR FRAMING PLAN SHEET [S4] 2x8 SYP #2 P.T. LEDGER W/ 2)-1 /4" X 3-1 /4" TAPCONS @ 12" O.C. OR 1/2" SIMPSON TITEN HD @ 16" O.C. STAGGERED AND 4" FROM ENDS,MIN. 5" MIN EMBEDMENT. EACH TRUSS TO LEDGER W/ H2.5A SIMPSON MBHA3.56/16 SKEWED HANGER BEAM TO CMU WITH (2) 3/4" THREADED RODS 18) 10d NAILS. THREADED RODS TO CMU WITH SIMPSON SET XP EPDXY-TIE)ADHESIVEOR EQUIVALENT, 6-3/4" MINIMUM EMBEDMENT. T37 T38 LD04 D Oi SIM AT TRUSS TO LEDGER CONNECTION Y; I III ' T44,- FT6 DESCRIPTION AS FURNISHED: Lot 89, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Rahul Murlidhar Powor; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding THORNBROOKE PHASE I PLAT BOOK 79, PAGES 3-7) S 00010' 44" E 6' PVC FC. 50.00' 6' PVC FC. REC. 1/2' I.R. 0.1' OFF 0.1' OFF REC. 1/2" I.R. NO I.O. NO I.D. J LOT 89 4Z`l QOC K `( Geovc- 25. 80' 25.80' (• , NE d 3.2 x3.6' s• AC PAD Yl r 1 " 4 5. 00' '(\` 6. 0 s. 30.3 hry ? COV'0. c 5. 00' CONC. u26. 7 5. 00' c TWO STORY CIO p RESIDENCE O o F. F=24.05' O o LOT 88 LOT 90 C c ° O `- h 00 Co CJ 6.0' o FOROOK01;5. 00' N 20. 7' 5.00' BRICK 16' WALK BRICK ` J1 25. 20' DR. 25.20' 93. 28'?1.5' 10' UTIL. ESMT. LIP.C. ir.OFF tip' REC. 1/2" I.R. 5' CONC. WALK REC. 1/2" I.R. NO I.D. NO I.O. B. B.),SY 00* 10' 44" E ON LOT AREA CALCULATIONS 50. 00' LOT = 6,000 50.F7 LIVING = 1.740 SO.FT. ph 6 0GARAGE = 447 SOFT. oa# ROCKY GROVE LANELANAI ENTRY = 34 SOFT. SO' R/W) TRACT I ° BREEZEWAY = N/A 273 SOFT. UTILITY & ACCESS R/W DRIVEWAY = 403 SO.FT. GrvO A/ C PAD = 24 SOFT. WALKWAY = 76 SO FT IMPERVIOUS - 500 7 Q = 2. 999 SO. FT. S00 = 3 001 SO rl 0 LO AR A CALCULATION PROPOSED FINISHED SPOT GRADE ELEVATION PRR/W - 424 SO F1 A PER DRAINAGE PLANS APRON = 110 SO F T. BUILDING SETBACKS: SIDEWALK = 250 50 FT ten-= PROPOSED DRAINAGE FLOW FRONT 25' SOD = 174 SOFT. LOT GRADING TYPE A REAR - 15' A A A PROPOSED INFORMATION SHOWN AREA 6.424 SOFT. PROPOSED F.F. PER PLANS a 23.9' i} BASED ON SUPPLIED PLAN DRIVEWAY = $13 SO.F7 SIDE CORNER a 10' AND/OR INSTRUCTIONS PER SIDEWALK = 326 SOFT PROPOSED GRADE PER CONSTRUCTION PLAN + SIDE = 5.0' CLIENT NOT FIELD VERIFIED SOD = .3,175 SO.FT. CRUSENMLTYTR- SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT Pal. • POINT ON LINE Holm., FIELD TYP. • TYPICAL IP. • IRON UK at- • POINT Dr REVERSE CURVATURE 1. THE UNDERSIGNED DOES MOPEBY CERTIFY THAT THIS SURVEY MEETS THE SIANDAROS Of PRACTICE SET FORM BY THE FLORIW BOARD OF IR. • IRON ROD P.C.C. • POINT OF COPDUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMWISTRATNE CODE PURSUANT M SECTION 471.027. FLORIDA STATUES CA • CONCREOI TE /IINCHTRAIL RADIAL 2. UNLESS EMBOSSED IWTH SURVEYOR'S SIGMNRE AND ORM44L RAISED SEAL INS SURVEY MAP OR COMES ARE NOT VALID. Set I. R. 1/2, IN../•LB 439E MR • NON -RADIAL 3 DOS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO INC SURVEYOR. MOPE MAY BE OTHER RESTRICTIONS REC. RECOVERED V.P. • WITNESS POINT OR EASEMENTS THAT AFFECT THIS PROPERTY PAL • POINT OF BEGINNING CALL • CALCULATED 4. NO UNOLRCAOUNO WPROVEYENTS HAVE BEEN LOCATED UNLESS OTHERWISE SNOW - PA C. • POINt OF CGNNENCENENT PR1L • PERMANQIT REFLRCNCC IOIUNEM Fs. • FINISHED FLG011 ELEVATION a. MIS SURVEY IS PREPARED FOR THE SOLE 89NEM OF THOSE GERnnm ro AND sHq/10 NOT BE RCUEO UPON Br ANY OTHER ENMY NLO .NAIL It EL LDIS DSL BUILDING SETBACK LINE 0. OWENLGIS SHOWN FOR THE LOGTION Of WPROVEMENTS HEREON SHOULD NOT BE USED ro RECONSTRUCT SOUNOW LINES. R/V . RRiHt•OF-VAT BM • BENCHNARK 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SNDWN AS BASE BEARNG (09.) DRAT EASCNE E AR BJ. BASEBCARllfiDRAIN DRAINAGE S. ELEVATIONS, if SHOWN, ARE BASED ON NAn0M4L GEODETIC GATUM Of 1920. UNLESS OTHERWISE NOTED. Utll. • UTILITY B. CERTUIC:ITE OF AUTHORIZATIONNw 4580. CLfC. CHAIN LINK FENCE VO.FL VOOD FENCE C/B • CONCRETE ROCK SCALE I-- OPAWN BY: ••• P.C. POINT OF CURVATURE p.T. • POINt OF tAHGEHCY CERTIFlED BY.•DATE ORDER - No. 11 sc. : DESCRIPTION L • Nat LENGtN PLOT PLAN 03-10-17 1053-17 D • DEL tA REVISED PLOT PLAN 05-31-2017 C • CHORD FORMBOARD FOUNDA710N/ELEVS. 09-01-17 J804-17 C.B. • CHORD BEARING NORTH FlNAI,/ ELEVS. 02-28-18 847-18 THIS BULLOING/ PROPERTY OOES.N07 UE WITHIN-y—S - THE rsmausHEo 100 YEAR FLOOD PLANE AS PER 'nRM• TO X. 10 USENM R, R.L.S. j 4714 ZONE 'X• MAP / 12117C 0055 F. JAM W. COTT. .LS 1 4801