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HomeMy WebLinkAbout2334 Blue Grouse Ln 17-2571; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applicatioti No: Documented Construction Value: $ Job Address: _DjL5 Historic District: Yes [I Na Parcel 11): ResidentialE] CommercialEl TypeofWork: NewErAdditionll Alteration El Repair El Dena El Change of UseEl Dave El Description of Work: Platt Review Contact Person: Title:- f Phone: Fax: Email: P' Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name S" Phone: &13 - 10-390- 4 Street: jD3_q Fax: City, State Zip: State License Architect/ Engineer Information Name: Phone: Street: Fax: — City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: — WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F13C 105. 3 Shall be inscribed will) the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: lone 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 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 conipi w_ncc with all applicable laws regulating construction andzoning. Signature of Owner/Agent Date Signature of orrtractor/Aget t Date Print nAs Nae Print C ontractor/Agent's Name iri signature of Notary -State oft'lorida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Signature Notaly- 4taiC"of Flor) Data. Maria Donahue COMMISSION NFF916778 EXPIRES October 23, 2019 WWAARONNOTARYLOM Contractor/ Agent is (Personally Known tMe or Produced ID I— ._ Typ"TT11 BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] FlectricaIE] Mechanical[] PlurnbingE] Gas[] Roof] Construction Type:—_ Occupancy Use: Flood .,one: rotas Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - H of Amps_-- Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 NoE] # of Heads Fire Alarm Permit: Yes 0 No El APPROVALS: ZONING: UTILITIEIS: WASTE WATER: ENGINEERING: — FIRE: BUILDING: COMMENTS: Revised: 3L111C 30, 2015 Per-mit Application PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES DATE,: 6/21/2017 nocu fu -,,VISI m T: ELECTRICAL CONTRACT RF amcT_ LEVELI --WITH 6T[BbLBS _FuEi,,GASi--.IX-CTR1C AL) r)1CLis: 5200 VINELAND RD RKFT: ORLANDO C TY: ORLANDO CITY: SANFORD WYNDHAM PRESERVE SERVICE PLAN SIZE SCE FT A/C SYSTEM PRICE 10- kW HEAT 240V, 60A SEBRING 200A 2410 6,758 00 5- TON AC 240V, 50A 8- kW HEAT 240V, 50A SORRENTO 200A 2078 $5,465,00 4- TON AC 240V, 40A 8- kW HEAT 240V, 50A SPRUCE 200A 2774 $7,264.00 4- TON AC 240V, 40A 5AW HEAT 240V, 35A SUNDANCE 200A 1730 $5,081.00 3- TON AC 240V, 30A TELLURIDE 200A 2637 10- kW HEAT 240V, 60A 6, 601.00 5- TON AC 240V, 50A TRIBECA 200A 1986 88kW HEAT 240V, 50A $5, 608.00 4- TON AC 240V, 40A 10- kW HEAT 240V, 60A TUSCANY 200A 2718 ---- --- --- $6,818,00 5- TON AC 240V, 50A 8- kW HEAT 240V, 50A WALTON 11 200A 1811 $5,110.00 4- TON AC 240V, 40A WELLINGTON 200A 3075 $7,587,00 QTY 2) 5-kW HEAT 240V, 35A CITY 2) 3-TON AC 240V, 30A J------ FL ICONTRACT CIR/OWNER: DATE: EDIVIONSON ELECTRIC; DATE: 10 Skipper Road ® Tampa, F 3 ,3 Pho e:(813)910-34 3 Fax:(81 3)910-8546 www.Ed monson Electric, com FLORIDA LICENSL V C013005408 CiI7.C s ticexaseo. Coxu-Plete the followA= 0 Site JN,(A( ess _ - -- eaacar city------ — VISA . _ 1 f I' aueaat; _ — aaxatio ate - yc to Y r j oOP Coard N-an)ber. ts t t Z ee digits oas' }pack of tti etti i - -_ r e (pflllt or type --- — g - compar1y to zc b gt tez eAts) f°3 ddt SS as `1_._ -- C'.xecut Carts OtIG c rrct3all a , (dclress ltsed by 'Zip city dbol der Signature _ —_— — e ts foxwz11notbp feted or ebar e fees aaadf or pacode, must be Colx pisciudaxagzip it Coazuty staff to afo ruatiort, nature autha- es -ijTsborou coraapleted for,'" toad sad iicabie to the cardholder's Ctedit card. servivoitljocesorperraaitsasapprSY a j- j s M I 6 f-6 to-. ZERO,.. is wit ouaat caster...913-,274 Icelse N da S, 3-63---,-'i36'7 (thi 11uauber 5s 4 IZti isedT cexr her Fro m:^0va"tago "Qumuinq 4073238954 10/10/2017 11:55 0049 P-001/006 Application No: pP Documented Construction Value: S L4PE'u- Job Address: o Pareel-4D: C)A 'S\ Type of Work: New9 AdditionEl Alteration RepairEl DemoEl Change of Use 0 Move 0 Description of Work. Plumbing new residential construction Plan Review Contact Person: Title: 407-323-7515 )' 4 0 732 - 8 95 4Phone: Fax: Email: info@api-orlando.com Property Owner Information Name Phone: Resident of property? :—k2Q— City, State Zip: Advantage Plumbing, Inc. Contractor Information 407-323-7515Name 6x_TTT7— Phone: Street: Sanford, Fl, 32772 Fax: City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: 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 Dvior to the issuance of a 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 data of application and the code in effect as of that data 5h Edition (2014) Florida Building Code Revised, June 30, 2015 Permit Application From.Advantage Plumbing 4073238954 1011012017 11:55 #049 V002/006 NQILQE—: 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 pernut is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of subminal. 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 fee-, when the permit is issued. Signature ofOwner/Agent Date Signature -fCoraract.,I Ag., A Thomas Smith Owner/ Agent is — X — Personally Known to Me or Produced ID ---- Type of ID Print Contractor/Agent's Name Meredith L WatrnCkeSmitti NOTARY PUBLI 41 Cornrr,*GGi36869 Expires 812112021 Contractor/ Agent is X Personally Known to Me or Produced ID —_ Type of ID Permits Required: Building [] Electrical [] Mechanical [] PlumbingE] Gas [] RoofE] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: in® Occupancy Load: # of Stories: New Construction: Electric - # of Amps_ Plumbing - # of Fixtures Fire Sprinkler Permit: Yes D No 0 # of Heads _ Fire Alarm Permit: Yes [I NoE] APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30,2015 Permit Application VIM - , II ) I atlDocumentedConstructionValue: S Job Address: 2334 Blue Grouse Lane, Sanford 32771 (Lot 51) Historic District: YesEl No Parcel ID: Parent 17203150100000010 11-471,"25k-516 Residential H Coln mercialEl Type of Work: New 0 Addition 1:1 Alteration El Repair 1:1 DemoEl Change of UseEl Move El Description of Work: Construction of new single family residence Plat) Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407- 529-3135 Fax: Email: m arkiscin rks uarehomes.com Property Owner Information Name Park S uare Ente Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No,: CRC1330351 Architect/Engineer Information Name: Michael Thompson Street: PO Box 580937 City, St, Zip: Orlando, FL 32858 Bonding Company: Fax: E- mail: dbec@engineer,com Mortgage Lender: WARNING TO OWNER: YOUR FAILURETO RECORD A NOTICE OF COMMENCEMENTMAN, RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT Mus'r BE RECORDED AND POSTED ON THEJOB 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 nicet standards of ail 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 whir the date of application and the code in effect as of that date: 5'11 Edition (2014) Florida Building Code Revised June 30, 201> permit Application 1-1 - :)"5 ' I COUNTY OF SEMINOLE MPAC,, , STATEMENT STATEMENT NUMBER: 17100006 IDATE: SelDtember 15, 201, BUI-DING APPTICATTONtt #: 17-10000657 BUILDING PE IT N TMBER: "-'7-10000657 UNIT ADDRESS: BLUE GROUSE LN 2334 17-20-31-5012-0000-051.0 TRAFFIC ZONE:022 JUIR'SDICTION: SEC: INC: RN5: STF: PARCEL: Sl-,,B- IV 7 S !ON: TRACT: PLM_ BOOK : PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APP'ICANT NAME: FRISSON IY7ES-MENTS LLC ADDRESS: 27 N STUMMFRLIN AVENUE ORLANDO FL 32801 LAND USE: SEE, DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2334 BLUE GROUSE LN LOT 51 SFR WYNDAM PRESERVE 11 -------------- ------------------------------- -__ 1_ 1___- ------------------- FEE BENEFIT DATE UNIT CALC UIN I T TOTAL DOE TYPE D I S T SCHED RATE UN I I S TYPE ROADS- kK TERIALS CO -WIDE ORD Singe ' 9lneHousing 705,00 1,000 dwi unit 705 00 ROADS-' COLLECTOPS N/A Single Housing .00 1.000 dwl unit 00 FIRE RESCUE' N/A LIBRARY CC -WIDE ORD 00 S4naie Family Housing 54,00 1.000 dwl unit 54.00 SCH60ts Co -WIDE ORD Single Family Housing 5,000,00 1,000 dwl unit 5,000 00 PARKSN/A LAW ENFORCE N/A 00 DRAINAGE 00 AMOUNT DITE 5,759 00 STATEMENT RECEIVED BY: i GNAT'UR E PLEASE PRINT NAME) DATE: N07E TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENH-Rt TIMELY PAYMENT 'aY RESULT IN YOUR LIABILITY FOR THE FEE, I1) DISTRIBUTION: 1-BLDG DEPT 3 - APPLY CANT 2 - F1NAJiCF 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE Y ' iRESCUE, LIBRARAND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT 10iY RIGHTS OF THE: APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BEEXERCISEDBYPILINGAWRITTENREQUESTWITHIN455.LENDAR DA.YS OF THE RECEIVING SIGNATURE, DATE ABOVE, EUT NOT 1"ATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE, COPIES OF ULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM T IHE PLANTIMPLEMENTATION OFFICE: 1101, EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO. SEMINOLE COUNTS 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 N',_TIIBER AT THE TOP LEFT OF THIS STATEMENT, HIS STATEMENT IS NO :ONGER VALID IF A BUILDING PERMIT IS NC"*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUESTL 407-665-7356 OTI(-E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ irenients 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 ofthe job at the time of submittal. The actual construction value will be figured based on the Current KV Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Atp 4%1 SILTIatUIC ol'Owner,AOent Date Signature of Contractor ae Dale Print Owici :A,_)ent Ilitnt Conti actoi'Agent,_Is 7 A State ro; o Florida 1-7-t'-4 are 6- rV Notar,\-Sl, )ric a" DateSiratreof Signatal('e of'got ail -State f MICHELLE PARKISON ICHELLE PARKISONMYCOMMISSION # FF 063452 MY COMMISSION # FF 063452EXPIRES: Octobor30,2017 EXPIRES: Octo,er-30, 2017BondadTh*Tary Public Undowltern n TArI) N(A.6P4WJl; roMyI" no\,vii to Me or0,xwnRier/gen is ersona v nown o Me or Produced ID Type of'ID Produced ID ____ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalD- Mechanical[" PlUmbingR Gas[] Roof E] Construction I'vpc:4 Flood Zone: X- 5 Gu- @!Occupancy Use: Z3 1__ L Z, 1447'7 CH8;,' Total Sq Ft of Bldg: J40-115 ((. ) Min. Occupancy Load: 2.1 4 of Stories: 2- A New Construction: Electric - 4 of Amps 156 — Plumbing - # of Fixtures 2-2- Fire Sprinkler Permit: Yes No 9 off leads Fire Alarm Permit: Yes D No APPROVALS: ZONING: x U T] 1, IT I E S: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: 41, Revised June 10, 201 S Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 103,000,00 Job Address: 2334 Blue Grouse Lane, Sanford 32771 (Lot 51) Historic District: Yes [I No [I Parcel ID: Parent 17203150100000010 Residential [A Commercial D Type of Work: New 0 Addition 11 AlterationEl Repair 11 Demo D Change of Use 1:1 Move Description of Work: Construction of new sin Plan Review Contact Person: Michelle Parkison Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 City, State Zip: Orlando, FL 32811 Contractor Information Nam, Park Square He Vishaal Gupta phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Michael Thomp Street: PO Box 580937 Fax: E-mail: dbec@engineer.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date; 51' Edition (2014) Florida Building Code Revised: June 30,2015 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 pen -nit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignatureSinature ofOw—ner/Agent Date I= EM WIA Sigpnaturc of Contractor/ ge Data Print Contractor/AgenCa- ame 7ASignateofNotary -State of Florida MICHELLE PARKISON MY COMMISSION # FF 063452 MICHELLE PARKISON MY COMMISSION# FF 063452EXPIRES: October 30, 2017 Bondod TtgAWary Public Undorwriters 0EXPIRES: Oct 0,2017 inown to Me or0wn[ie 4r X;ge—n is ersona y nown o Me or T i N=P Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical D Mechanical [] Plumbing[] Gas[] Roof [] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesE] No [:] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: MUMMUM Plumbing - 9 of Fixtures Fire Alarm Permit: Yes [] No [] 7 UTILITIES' . _ L,," -,, " WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision 0 Response to Comments k—X, City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-2571 Submittal Date September 22, 2017 Project Address: 2334 Blue Grouse Lane, Sanford Lot 51 Contact: Michelle Parkison 111: 407/529-3135 Fax: Email: mparkison@parksquarehomes.com Trades encompassed in revision: General description of revision: Building Revised Engineering & Product Approvals 1"lurnbing Plumbing Riser Diagrams El Electrical Mechanical Revised Energy Calculations Life Safety El Waste Water ROUTING INFORMATION Department El Utilities Cl Waste Water El Planning, El Enoineering El Fire Prevention El Building mmm 5 7 '7- ?-(-, i 7 Y OF S NFORD Application Number: 17-2571 Project Description: Ne", SFR Job Address: 2334 Blue Grouse Lane Buildhil,, & Fire Pr evenlion Division PLAN REVIEWCOMMENTS Date: 09/20/2017 Contact Name: Michelle Parkison Contact Email: jrnljia!rkison aparksqnarchollieslconl I'll is is a general oNer-,icw for code compliance in accordance with the joininnin) plan require(] by the Florida Building Code. It is not a complete detailed rcN,ic\\. The comments noted in this rcN ie\\ must be addressed bet -ore the plans call he approved. Changes to plans shall beZ submitted on the same size format as the original submittal changes in letter form are not permitted. All references to FIW Chapter I are as amended by City of Sanford ordinance vic\kable on our wchsite at sanfordf1.,_,o% . Provide two copies ofaffecfed plati sheets andlor be acre pled witk!Zart two co ies. 3003112M 1, The -Flex" room is required to be provided ti,vfth return air. Please revise the I1VAC duct layout to reflect this. FBC 107, F13CR M 1602.4 2. The plans indicate 2 separate a/c systems however the energy calculation design only indicates I a/c system for the home. Please clarifyand revise accordingly. If 2 a,'c systems are installed on the ]ionic, this should be reflected on the energy calculations. FBC 107 3. The permit Office on the Energy Calculations is listed as "Serninole" and the jurisdiction # as 691000. The correct Permit Office is Sanford and the correct jurisdiction 4 is 691500. Please revise the energy calculations accordingly. FBC 107 4. The plumbing DWV riser doesn't accurately reflect what is being installed in the home -- the 2"" floor bathrooms are not completely shown on the riser and the I" floor bathroom water closet, lav and tub are called out on the riser. Please revise accordingly. FBC 107 5 The Product Approval package contains rnariN errors. Please submit two (2) copies of a correct Product Approval package that is site specific to the house beine, built, addressina, the following errors: product approval and installation instructions are required for the front door and sidelight. Product approval was submitted for a swinging door without a sidelight, The sin -le hum-, window submittal only includes flange stele installation. Please verify if this type of window will be installed on the 2" d floor. If not, please provide a fin style window for the 2" floor single hung windows, There are 3 types of Horizontal Slider windows submitted. There are no slider windows installed on the house. Only specific products to the house being built should be submitted. A "Zip System" for wall and roof sheathing has been included in the product approval package, however the plans do not address this type of structural system. Either the plans need to address this specific system or it should not be included in the product approval package. 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 ord inanccs ofthis jurisdiction. reauire an appointirtey,1 arranoe 7a dIn, Phone or etiyIitprior to arrival. Respectfully. Steve Fiorc\, ( 110 City of Sanford Planning and Development Services 877— Engineering — Floodplain Managernenli Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes,com Property Address: 2334 Blue Grouse Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0510 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure EJ Existing Structure (pre-2007 FIRM adoption) Expansion/Addition E] Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept, 28, 2007 The referenced Flood Insurance Rate Map indicates the following: El The parcel is in the: 0 floodplain Ofloodway E] A portion of the parcel is in the: El floodplain 0 floodway W The parcel is not in the: W floodplain 0 floodway El The structure is in the: El floodplain 0 floodway El The structure is not in the: E] floodplain E] 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# 17-2571 Reviewed by: Michael Cash, CFM Date: September 7, 2017 7) GRiVIT i1ALO P 8EN111OLE COUNTY C:t.4 RK OF CIRCUIT COURT & COMPTROLLER CLERK'S 4 20170 6862 RECORDED C19, 27/2017 12 -, 41,, Cr,? i' ll R(:0-1j,'; ,NG FEEDS $1.0R00 RECORDED BY lidevore THIS INSTRUMENT PREPARED Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 0 T I C E • F CODMIN11 Parcel ID Numbr The undersigned hereby gives notice that improvement 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. 1. DESCRIPTI N OF PROPERTY: 17 ( Legal escription o the property and str t address if available) IN 2. GENERAL DESCRIPTION Construction of a new sin 7,Ow 3, OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED,, THE IMPROVEMENT: OrlandoNameandaddress: e 200 Florida 32811 Interest in property: 4. CONTRACTOR: Name: Park care HOnleS Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NSA Address: N/A Amount of Bond: N/A 6. LENDER: Name: dP, Phone Number: Address: oeJit T '`Ytcr` rah` 57;;"7 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes. E. In addition, Owner designates z to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Lute of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TC? WN R: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or lessee, or Owner's or lessee's Authonzed Officer/Director/Partner/Manager) State of ,' . County of Cf Gf The foregioiytg instrument was acknAAwledged before me this M Name of person makft statement who has produced Identification 0 type of identification produced Vishaal Gupta, Executive Vice -President Print Name and Provide Signatory's Title/Office) day of Who is personally known to me OR MICHELLE PARKISON Notary Sige My COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bonded Thnr Notary Public Underwriters Walkway Including Right -of -Way Use & sanfordfl,qov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 1 This permit authorizes work to be done on the subject property or 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. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction'sUnscliction's right-of-way, All requested information below as well as a current survey, site plan or plat clearly identifying the Kite. hers below, size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 71 ,-,Xae r"n cf (n_ 2. Proposed Activity: Driveway Walkway Other: 1 Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of new driveway for new single family residence This application is ubmitteda by: o "I'll Property Owner. Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd it 0 riando,FL 32811 r7 7 Phone: (407) 529-3135 Fax: Email: mparkison@parkscuarehornes.com Date: // /,;", The Requestor, and his successors and assigns, shall be responsible to,, perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requester may. with written City authorization, remove said ristaliation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilities, stormwater facilities. or any general maintenance activities by the City becomes in conflict with the above permitted activity. the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requester does not continuously maintain the Improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice restore the area to ;is previous condition at the Requester's expense and, if necessary, file a lien on the Requester's property to recover costs of restoration To I fullest extent permitted by law, ReqUestor agrees to defend indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands. suits, judgments, losses, expenses, damages (direct., indirect or consequential), or injury of any nature whatsoever to person or property. and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. Pre -pour Inspection by: Application bI Reviewed: Public Works Utilities Approved: Engineering Site Inspected by Special Permit Conditions: MOSEEMEM31BEEM Date: Official Use Only Fee: Date Date: Date: Date im Novef-nine, 2015 RO\N Use Dnveway. pd' LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry,, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 4 I hereby name and appoint: David Mercer Park Sauare Homes Name ot'Company ) to be my lawful attorney -in -fact to act for me to apply for. receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and applicatiop for work located at: AAk Street Address) Expiration Date for This Limited Power of Attorney: 12/31/17 License Holder Name:-- Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 4 '71fTheforegoinoinstrumentwasacknowlededbeforemethis ,'29-dall, 011-1 9 1 201 by -_ Vishaal Gu who is Xpers ' ally known to rue or o who has produced as identification and who did (did not) take an oath. EMN MICHELLE PARKISO FF 063452MyCOMMI$SION EXPIRES: October 30. 2017 Bonded -Thru Notary Puttflo UndorwfltM Re, \ . 08 12) L --V— Signature - ------------- Prinf or type name V - Notary Public - State of Commission No. My Commission Expires: /c DATE (MRAIDDIYYYY) CERTIFICATE LIABILITY INSURANCE 6/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACTNAME_, Julie E{wack Florida, Inc. Brown & Brown of PHONE (407)660-$2$2 FAz (407)660-2012 2290 Lucien Way E-MAILADDREss;7kwack@bborlando.com Suite 400 INSURERS? AFFORDING COVERAGE NAIC # Maitland FL 32751 INSURER A: United Specaalt Insurance Co,__.. — INSURED INSURERS Travelers Casualty' Co. T_ 41769 Park Square Enterprises, LLC, DBA: Park Square Homes INSURER erisure Mutual Insurance Cc _. 23396 5200 Vineland Road, Suite 200 INSURERDNavigators Specialty Insurance Orlando FL 32$11 lNsuRERF: COVERAGES CERTIFICATE NUMBER:CL1753111504 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VATH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE. POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INw- jDLTSUBR; —' POLICY EFF POLICY EXP LIMITS v LTR TYPE OF INSURANCE 1 POLICY NUMBER MMfDDtYYYY I MMfDD1YYYY X ! COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE [_X OCCUR DAMAGE T REPJTE T RSFS a oeeu enco, ? 300,000 ATNATTL1710410 6/1/2017 6/1/2018 MED EXP (Any one Person) $ Excluded PERSONAL R.APV ri S 1,000,000 GEN'L AvGFEGA° E LIMIT APPLIES PER GENERAL. AGGREGATE $ 2,000,000 i POLICY iX JEtCi LOC PRODUCTS-COMPIOPAGG g m_ 2,000, 000 071 HER: BI ,` PD adn/or Personal & Ad i, S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ' S Ea acekYe_ 1 , 000,000000 X ANY AUTO BODILY INJURY (Par person) Is ALL OWNED SCHEDULED '- AUTOS AUTOS. BA-8S637451-17-SES., ( 6/Sr 2017 6/112018 BODILY INJURY (Per l $ NON -OWNED PROPERTY DAMAGE $ HIRED AUTOS A,.,TOS ( i Per accidents PIP -Basic S 10,000 UMBRELLA LIAR OCCUR OCCURRENCE $ 5,000,000„ I EACH _ X EXCESS LI(AB i CLAMS MADE: k3Th1743932 I ACv AGGREGATE m_ 5 000 000 DED X RETENHQN S -- 0 i I 6/1/2017 6/1/2018 is WORMERS COMPENSATION X P R OTH E STATUTEERANDEMPLOYERS' LIABILITY Y 1 N ANY PROPRIETORIPARTNERtE1; ECUTIVE N 1 A N FE-1.. EACH ACCIDENT 4 1 1 y Q00 , 000 OFFICER/MEMBER EXCLUDED? I C (Mandatory in NH) i WC2105269 6/1/2017 6/1/2016 1 EL DISEASE - EA EMT'LO"c $ 000, 000 It yes, describe under DESCRIPTION OF OPERATIONS below F- DISEASE - POUCY UF A T : $ 1 Q00 00 0 I A Excess Liability; i BIIN1710005 6/1/2017 I 1 6/Sf201B Each Occurrence 4,000,000 4M xs of $5M Aggregate 4, 000, 000 DESCRIPTION OF OPERATIONS t LOCATIONS f VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Exess Liability - $ 5M XS of $9M Carrier: Navigators Specialty Insurance: Company Policy #: IS17EXC8106411C Effective: 6/ 1/2017 to 6/1/201$ Limits: Each Occurence Or Event - $5,000,000 CERTIFICATE HOLDER CANCELLATION l SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN p .O Box 17$8 i ACCORDANCE WITH THE POLICY PROVISIONS, Sanford, FL 32772-1788 AUTHORIZED REPRESENTATNE I T il' AGanzO, U"DOLT, CPT Q 1988- 2014 ACORD CORPORATION. All rights reserved. ACORD 25 ( 2014101) The ACORD name and logo are registered marks of ACORD INS625 onsanii STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 Congratulations! With this license VOU become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For Information about our services, please log onto www.myfloridalicense,com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that YOU can serve your custorners. Thank you for doing business in Florida, and congratulations on your new licensei. 850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CRC1330351 ISSUED: 07/28/2016 CERTIFIED RESIDENTIAL CONTRAGTOR GUPTA, VISHAAL S PARK SQUARE HOMES IS CERTIFIED under the provisions of Ch 48 FS, Exjwalir, daie AUG31 2016 1,15-072800021300 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD ICRCl 33035 The RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 F& Expiration date: AUG 31, 2018 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FIL 32811 ISSUED, 07/ 28/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1607230002100 as o 7 1 0 03 tw tb z cr, CZ I yC0 "' ' i, FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 051 Wellington A LHG Ensuite ExtCafe - S Builder Name: One Stop Cooling and Heating Street: 2334 Blue Grouse Lane Permit Office: City of Sanford City, State. Zip: Sanford , FL , Permit Number ,.,# 1 7 - 2 5 7 SA Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3548.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1719.00 ft2 lo, Concrete Block - Int Insul, Exterior R=4,1 1428.00 ft2 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=11.0 401.33 f12 4. Number of Bedrooms 5 d, N/A R= ft2 10. Ceiling Types (2022.0 scift.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30,0 2022,00 ft- 6. Conditioned floor area above grade (fP) 3164 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 a N,'A R= f12 11. Ducts R f12 7, Windows(380,7 sqft,) Description Area a. Sup: Attic, Ref Attic, AH: 2nd Floor 6 632,8 a. U-Factor: Dal, U=0.55 245.39 ft2 SHGC: SHGC=0.22 lb. U-Factor: Do[, U=0.58 112.00 ft-' 12. Cooling systems kBtu.,hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47,0 SEER:16.00 c. U-Factor: Dbl, U=0,54 23,33 W SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft, a, Electric Heat Pump 45,5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.372 ft. Area Weighted Average SHGC: O,231 14. Hot water systems 8. Floor Types (3164.0 sqft.) Insulation Area a. Electric Cap: 50 gallons EF: 0.900 a, Slab -On -Grade Edge Insulation R=O.O 1456.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1142.00 ft2 None c. other (see details) R= 566.00 ft2 15. Credits Pstat Glass/Floor Area: 0.120 Total Proposed Modified Loads: 8816 PASSTotalBaselineLoads: 91,35 I hereby certify that the plans and specifications covered by Review of the plans and s 1A E S T4 this calculation are in compliance with the Florida Energy specifications covered by this 'y" Code. D,91,11, ,9-d by RM-i calculation indicates compliance 0 0RafaelIzquierdwiththeFloridaEnergyCode. Gate 2017 09 22 11 3' 3! 04 00 PREPARED BY: Before construction is completed fat DATE: this building will be inspected for µ k compliance with Section 553.908 Florida Statutes, A, I hereby certify that this building. as designed, is in compliance with the Florida Energy qocle., 01-)'"" t- 1 OWNER/AGENT-1/'.1 BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. 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. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 9/222017 11:29 AM EnergyGauge(k USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 051 Wellington A LHG En Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3164 Lot # 51 Owner: Park Square Homes Total Stories: 2 Block.'SubDivision: WP 4 of Units: 1 Worst Case: No PlatBook, Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 2334 Blue Grouse Lane Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , 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 FLORLANDO—INTLAR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 3164 28912.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 st Floor 1456 13540.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1708 15372 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 29 ft2 11 0,29 0 0,71 2 Floor over Garage 2nd Floor ---- ---- 537 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 at Floor 152,8 ft 0 1456 ft, 0,29 0 0,71 4 Floor Over Other Space 2nd Floor ---- ---- 1142 ft2 0 029 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2261 fP 506 ft2 Dark 0,9 N 0.9 No 0 26,6 ATTIC IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 300 2022 fP N N 9!221!2017 11:29 AM EnergyGauge®R USA - FlaRes2014 Section R405.4 I Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 at Floor 30 Blown 2022 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Omit To WaU Type Space R Value_ Ft In Ft in Area, R-Value Fraction _Absor. Grade°i 1 N Exterior Frame - Wood 2nd Floor 11 40 6 9 0 364.5 ft2 0 0,25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 40 6 9 4 378.0 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495.0 ft2 0 0.25 0.8 0 4 F Exterior Concrete Block - Int Insul 1st Floor 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 40 6 9 0 364.5 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 20 6 9 4 191.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495,0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 34 6 9 4 322.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 43 0 9 4 401.3 ft2 0 0.25 0.8 0 DOORS Orni Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17,8ft2 WINDOWS Orientation shown is the entered. Pro osed orientation. Wall Overhang f Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 60.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0,55 0.22 32-7 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 3 n 2 Metal Low-E Double Yes 0.55 0.22 32.7 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None 4 n 2 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 6 ft 8 in 1 ft 0 in Drapes blinds None 5 e 3 Metal Low-E Double Yes 0.54 0.25 3,0 ft2 1 ft 0 in 1 ft 0 in Drapes blinds None 6 e 3 Metal Low-F Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 0 ft 6 in Drapes./blinds None 7 e 4 Metal Low-E Double Yes 0.55 0.22 16.3 112 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 e 4 Metal Low-E Double Yes 0.55 0.22 16.3 112 1 tt 0 in 12 ft 0 in Drapes blinds None 9 s 5 Metal Low-E Double Yes 0.55 0.22 4.0 ft2 1 ft 0 in 0 If 6 in Drapestblinds None 10 s 5 Metal Low-E Double Yes 0.55 0.22 6.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds None 11 s 5 Metal Low-E Double Yes 0,55 0.22 15.0 ft2 1 If 0 in 0 ft 6 in Drapes/blinds None 12 s 5 Metal Low-E Double Yes 0,54 0,25 8.0 ft2 1 It 0 in 2 ft 6 in Drapes/blinds None 13 s 6 Metal Law-E Double Yes 0.55 0.22 16.3 ft2 1 ft 0 in 1 ft 0 in Drapestblinds None 14 s 6 Metal Low-E Double Yes 0.55 0.22 16.3 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 15 s 6 Metal Low-E Double Yes 0,55 0.22 8.7 ft2 10 If 0 in 1 ft 0 in Drapes/blinds None 16 W 7 Metal Low-E Double Yes 0.55 0.22 6.0 ft2 1 ft 0 in 1 ft 0 in Drapestblinds None 17 w 7 Metal Low-E Double Yes 0,54 0.25 8.0 IF 1 ft 0 in 1 ft 0 in Drapes/blinds None 18 w 8 Metal Low-E Double Yes 0,54 0,25 4.3 ft2 1 If 0 in 12 ft 0 in Drapes/blinds None 19 W 8 Metal Law-E Double Yes 0,58 0.25 48.0 ft2 1 ft 0 in 1 ft 0 in Drapes./blinds None 9i2212017 11.29 AM EnergyGaugeJ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 634 fP 634 ft2 72 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 FLA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 3373.2 185.18 348.26 .3653 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM F S E C Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEE None None ft2 DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # f # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON ELF Heat Cool 1 Attic 6 632.8 ft Attic 158.2 ft Prop. Leak Free 2nd Floor --- cfm 94.9 cfm 0.03 0.50 1 1 9f22f2017 11:29 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Prograrnable Thermostat: Y Cooling Jan Feb Mar I Apr Hea inJan FebF b Mar Apr Venting J, n Feb Mar Apr Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 TEMPERATURES Coiling Fans: May xJun Jul X Aug Sep OctNovDec N No DecI May JunlJulXjAugXlSepOct May Jun Jul Aug Sep Oct XI Nov Dec Hours 4 5 6 7 8 9 10 11 12 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 9"22!2017 11:29 AM EnergyGaug « USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinu Performance and Prescrietive Methods ADDRESS: 2334 Blue Grouse Lane Permit Number: Sanford , FE:== L MANDATORY REQUIREMENTS See individual code sections for full details. 4013 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 nonprosold 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. 0 R402.4,11 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, R402AA .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 r 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. it 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. 0 R402,41.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402,4.3 Fenestration air leakage. Windows. skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 t1s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Lis/m2), when tested according to NFRC 400 or AAM&WIDIVIAiCSA 101,'I.S.21/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 0 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 air air leakage rate not more than 2.0 cfm (0.944 L's) when tested in accordance with ASTM E 283 at a 1,57 lost (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1,1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1,3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403,2.2 Sealing (Mandatory)AII 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: I Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/rnin) per 100 square feet (.9.29 rn2) 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 handier 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 Umim 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 L/min) 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. 9'22/2017 11:30 AM EnergyGauge@ USA - FIaRes2014 - Section R405.4.1 Cam Page 1 of 3 FORM R405-2014 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 (1 3'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 heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and Outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/< inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403,4.4.1 Storage water heater temperature controls R403.4.4,1.1 Automatic controls, Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'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 burner(s) of combustion types of service water heating systems to be turned off. 0 R403,4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1 . R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 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. El R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403,6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1 . This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6A .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 115 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, 922,2017 11:30 AM EnergyGaugeCP' USA - FlaRes2014 - Section R405.41 Com Page 2 of 3 0 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. 0 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. 0 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: 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. 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. 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 failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 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-1 5. The energy requirements for portable spas shall be in accordance with ANSI/APSP-1 4. 0 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. 0 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 put -rips. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1 r 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. 0 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. 0 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. 0 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, 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-1 9, Where single assemby of the exposed dock and beam type or concrete deck roofs do not have suff icent space, R-1 0 is allowed. 91,2212017 11:30 AM EnergyGauge0i) USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 M*I*aIFA M ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home, 2334 Blue Grove Lane, Sanford, FL, 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 (ft2) 7. Windows- Description a. U-Factor: Dial, U=0.55 SHGC: SHGC=0.22 lo. U-Factor: Dbl, U=0,58 SHGC: SHGC=0,25 c. U-Factor: DIal, U=Mzt SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior c, Frame - Wood, Adjacent 5 d, N!A 10. Ceiling Types No a. Under Attic (Vented) 3164 b. N/A c. N/A Area 11. Ducts 245.39 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 112.00 ft2 12. Cooling systems 23.33 ft2 a. Central Unit 03 2.372 ft. 0.231 Insulation Area R=0.0 1456,00 ft2 R=0.0 1142.00 ft2 R= 566.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric 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 cropliant 1batul res. 17 Builder Signature: /A Date: CA A AddressofNewHome: City/FL Zip. V xInsulation Area R= l 1.0 1719,00 ft2 R= 41 1428.00 ft2 R= 1 1.0 401-33 ft2 R= ft2 Insulation Area R= 30,0 2022.00 ft2 R= ft2 R= ft2 R ft2 6 632,8 kBtu,' hr Efficiency 47. 0 SEER:16,00 kBtu! hr Efficiency 45, 5 HSPF:9.00 Cap: 50 gallons EF: 0.9 WMI 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.corn 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. 9/ 21/2017 5:37 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoftz Project Summary Entire House One Stop Cooling and Heating 7225 Samisee.ve D Sute I,Wiler Park, Ft 32792 POci,, (407) 629 - 6920 Fax t407i 629 - 9307 Web aw OreSlopCoolmg mm License CAC032444 For: Park Square Homes 2334 Blue Grouse Lane, Sanford, FL Weather: Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 IF Design TD 25 'F Heating Summary Structure 24880 Btuh Ducts 2374 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27254 Btuh Method Construction quality Fireplaces M Heatin Coollin Area (ft2) 33691 336 Volume (ftl) 30689 30689 Air chanys/bour 0.25 0,13 Equiv. A , F (cfm) 128 66 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR6048H1 AHRI ref 7563627 Job: Lot 051 Wellington A LHG Date: 12-18-2014 By: MC/Rl Summer Design Conditions Outside db 93 IF Inside db 75 OF Design TD 18 IF Daily range L Relative humidity 50 Moisture difference 45 gr,,Ib MELISMI= Structure 26023 Btuh Ducts 6789 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swingmultiplier 0.98 Equipment sensible load 32024 Btuh 33ammw Structure 3208 Btuh Ducts 1133 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4341 Btuh Equipment Total Load (Sen+Lat) 36365 Btuh Req. total capacity at 0.75 SHR 3.6 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6048H1 Coil TEM6AOD48H41 ++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13,0 EER, 16 SEER Heating input Sensible cooling 35250 Btuh Heating output 45500 Btuh P 47°F Latent cooling 11750 Btuh Temperature rise 27 IF Total cooling 47000 Btuh Actual air flow 1567 cfm Actual air flow 1567 cfm Air flow factor 0,057 cfm,'Btuh Air flow factor 0,048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 050 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 31 IF Backup: Input =8kW, Output =27268 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft 201 7-Sep 22 11,27 06 Rig R-Sule0,Uriversal 2017 17 023 RSU16202 Page 1 14r t 051 WeNirgtoriA LHG Ermite Ext,afe S rW, Calc - W8 HoLr,,, taces S wsights oft, Right-JO Worksheet Job: Lot 051 Wellington A LFIG Ens.. - Entire House Date: 12-18-2014 By: MC/Rl One Stop Cooling and Heating 7225 Sandscove C1, Sure 1 Winder ParK, FL 32792 I'l-one (407; 629 - 6920 Fax. 407) 629 - 9307 Web wwwOneStopCoolmg com Licenise CAC032444 1 Room name Entire House FAMILY 2 Exposed vall 343,8 It 134 fl, 3 Room height 9,1 If d 9.3 ft heat/cool 4 Room dimensions 1.0 x 2C3-5 11 5 Room area 3360.8 fF 263.5 f12 Ty Construction HTM Area fP) Load Area tt,-,) Load number (Bbirrit') or perimeter 11) Btuh) or perimeter it) Btjh) Heat Cool Gross N,/PS Heat Cool Gross N IRS Heat Cool 6 1213-0sw 0,097 n 2.46 2,83 365 305 750 861 0 0 0 0 4A5-2om 0.550 n 13,97 13.40 60 0 838 804 0 0 0 0 w 13A-4ocs 0143 n 163 2.91 377 247 898 720 126 62 223 179 3,404A5-2o 0,550 n 13,97 13 40 33 0 456 4,38 0 0 01 0 11 G 4A52orn 0.550 n 13.97 1340 33 0 456 438 0 0 0 0 4A5-2ornd 0.580 n 14.73 14A2 64 0 943 923 64 0 943 923 126-0sw 0,097 e 2.46 2,83 495 477 1175 1349 0 0 0 0 T:-G 4A5-2om 0.540 e 13.71 30.66 3 0 41 92 0 0 0 0 3 4A5-2om 0.550 e 13,97 27-34 15 1 209 410 0 0 0 0 VIV, 13A-flocs 0143 e 3.63 2.91 5 i5 502 1823 1462 0 0 0 0 4A5-2om0r550 e 13.97 2833 16 0 228 463 0 0 0 0 4A5- 2om 0.550 e 13.97 2833 16 0 228 463 0 0 0 0 12B- Osw 0.097 s 2.46 2-83 365 332 817 938 0 0 0 0 4A5- 2om 0.550 s 13.97 13.40 4 4 56 54 0 0 0 0 4A5- 2om 0,550 s 13,97 13.40 6 6 84 80 0 0 0 0 4A5- 2om 0550 s 13.97 13,42 15 15 209 201 0 0 0 0 4B5- 2fm 0,540 s 1371 13.69 8 8 110 110 0 0 0 0 0143 s 3.63 2.91 191 125 455 365 0 0 0 0 4A5- 2om 0,550 s 13.97 13B1 16 14 228 222 0 0 0 0 J13A-flocs G 4A5-2om 0r550 s 13-97 13.40 16 16 228 219 0 0 0 0 4A5- 2om 0.550 s 13.97 13,40 9 9 121 116 0 0 0 0 D 11D0 0390 s 9.90 12.31 24 24 238 295 0 0 0 0 1213- 0sw 0,097 w 2.46 2.83 495 481 1185 1361 0 0 0 0 4A5- 2om 0,550 w 13,97 28.33 6 0 84 170 0 0 0 0 4135- 2frn 0.540 w 13-71 30.66 8 0 110 245 0 0 0 0 13A- flocs 0.143 w 3.63 2.91 321 269 975 782 0 0 0 0 G 4A5-2om 0.540 w 13.71 29A1 4 0 59 127 0 0 0 0 G 4A5-2omd 0.580 w 14.73 3138 48 0 707 15D6 0 0 0 0 FL12C- Osw 0,091 - 231 152 400 382 883 579 19 19 43 28 D 1 IDO 0.390 n 9,90 12,31 18 18 177 220 0 0 0 0 C 1613,30ad 0r032 0.81 176 2041 2041 1658 3596 0 0 0 0 F 1 9A-0bscp 0,295 2.81 2.00 29 29 82 58 0 0 0 0 F 19c-1-,cscp 0.049 0.43 031 538 538 232 164 0 0 0 0 F 22A-tprn 1.180 29,96 0.00 1474 153 4579 0 264 13 402 0 6 c) AED excursion 0 31 Envelope loss/gain 21323 19831 1611 1099 12 a) Infiltration 3557 1312 142 52 b) Room \,entflation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 0 0 Applances, other 3500 750 Subtotal ( lines 6 to 13) 24880 26023 1753 1902 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 249 165 14 Subtotal 24880 26023 2002 2067 15 Dud loads 1 1 O'c.1 26". 2374 6789 3%1 16%1 64 32 Total road load 27254 32812 2067 2394 Air required (c[m.) 1567 1567 119 114 Calculations approved bvACCA to meet all reqUirements of Manual J 8th Ed, 4+ 4- wrightsic>ft RigN- SLjtet Uriversal 2017 17 023 RSU1 6202 page 2017- Sep-22 1,1 2' ' 706e 1 1051 WellingtonA -HG Ensuile ExtCale - S,r4) Cale- We House, laces S wrig, Right-JO Worksheet Job: Lot 051 Wellington A LHG Ens._. EntireHouse Date: 12.18-2014 By: MCl/Rl One to Cooling and Heating 7225 Sancscove Ct.Sule 1,Winter Park, FL 32792 PI -ore, (407) 629 - 6920 Fax (407) 629 - 9307 Web: www0neStnpCooIirq,corn Lice, r6e.,CAC032444 1 Room name KrF LDRY 2 Exposed vQ U 18A ft 6.5 It 3 Room height 93 ft heaV000l 9.3 ft heatcDol 4 Room dimensions I D x 240.5 ft 1'0 x 723 It 5 Room area TyTonn 240. 5 If 72.3 ft2 don U-value 0 HTM Area (fF) Load Area (W) Load Buh, 12-I5) (Btu"2) or perimeter dt) d3tum or perimeter t) Blium Heat Cool Gross NP/S Heat Cool Grass NPS Heat Cool 6 12B-Osw 0D97 n 2,46 2,83 0 0 0 0 0 0 0 0 t-G 4A,5-tom 0.550 n 1197 13,40 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 0. 550 n 13.97 3A0 0 0 0 0 0 0 0 0 I' l t4A5-2om G 4A5-2om0.550 n 13.97 11340 0 0 0 0 0 0 0 0 4A5- 2omd 0580 n 14.73 14A2 0 0 0 0 0 0 0 0 1213- 0sw 0,097 e 2.46 2.83 0 0 0 0 0 0 0 0 G 4A5-2om 0,540 a 1371 X66 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 e 13.97 27,34 0 0 0 0 0 0 0 0 13A- 4ocs 0143 e 3.63 2.91 172 172 625 501 60 60 220 176 4A5- 2om 0.550 e 13.97 28.33 0 01 0 0 0 0 00 gI 4A5-2om 0.550 e 13.97 28.33 0 0 0 0 0 0 0 0 12B- 0sw 0,097 s 2.46 2M 0 0 0 0 0 0 0 4A5- 2om 0,550 $ 13.97 13.40 0 0 0 0 0 0 0 0 4A5- 2cm 0.550 s 13.97 13,40 0 0 0 0 0 0 0 0 4A5- 2om 0,550 s 13.97 13A2 0 0 0 0 0 0 0 0 4135- 2frn 0.540 s 13.71 13,69 0 0 0 0 0 0 0 0 13A- 4cc, 0.143 s 3.63 2.91 G 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 13.97 13.61 0 0 0 0 0 0 0 0 4A5- 2o 0550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5- 2o'M0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 D 11DO 0,390 s 9.90 12,31 0 0 0 0 0 0 0 0 w 1213- 0sw 0.097 w 2,46 2.83 0 0 0 0 0 0 0 0 G E4A5- 2om0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 G 4B5-2frTi 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A apes 0143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0540 w 13,71 29A1 0 0 0 0 0 0 0 0 4A5-2omd 0, 580 w 1473 31.38 0 0 0 0 0 0 0 0 C"N -0' 0.091 - 2,31 1,52 q-111 2DO000 0 0 0 0 0 E) 0.390 n 9,90 12.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0,81 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19c-19csca 0,049 0,43 0,31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29.96 0.00 241 18 552 0 72 7 195 0 6 c) AED excursion 28 11 Envelope Ioss/gain 1177 473 414 165 12 a) Infiltration 195 72 68 25 b) Room ventilation 0 0 0 0 13 Internal gains: Ocwpants @ 230 01 0 0 0 Appirance-suather 1200 500 Subtotal (lines 6 to 13) 1371 1745 483 690 Less external load 0 0 0 0 Le '"t 0 0 0 0 R crs:,b,, 1',on 0 0 116 80 14 Subtotal 1371 1745 599 770 15 Dud loads 3% 161", 44 276 3- 16' 19 122 Total room load 1416 2020 618 892 Air required (ch- n) 81 96 36 43 Calculatians a roved b fiCCR to meet all re uirements of Manual J ft Ed. wrightsc)-ft 2017- Sep-22 11,27:06 llirk Rig 1 Suite( OUriversal 2017 17,023 RSU16202 Page 2 t051 We 1 gtonA LHG Ens.uite ExtCafe S wte Cale - NV8 HOUSe taCeS S wrightsoft, Right-JO Worksheet Job: Lot 051 Wellington A UIG Ens - Entire House Datea 12-18-2014 By: MC/Rl One Stop Cooling and Heating 7225 Sardscove Ct. Suite 1 . Winter Park, FL 32792 PIncre (407) 629 - 6920 Fax 1407) 629 - 9307 Web wwwOneStopCooling, com Licerre CAC032444 1 Room name FOYER FLEX 2 Exposed vaI 1 6.5 ft 31.5 ft 3 Room height 9.3 111 heat/buoI 9.3 ft heat/cool 4 Room dimensions 1D x 1078 ft 13,0 x 14D ft 5 Room area 107,8 fF 182.0 IF Ty Constructon U-valje Or HTM Area itF) Load Area (tr) Load number (BtjhAI2--9 (BtulnV) or perimeter ft) Bt-jhi or perimeter ft) (Btjh) Heat Coal Gross N/PlS Heat Cool Gross NPS Heat Cool 6 f12B-0--w 0,097 n 2,46 2,83 0 0 0 0 0 0 0 0 4A5-2om 0550 n 13,97 13.40 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 n 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 11 4A5_2om 0.550 n 13.97 13A0t2 0 0 0 0 0 0 0 0 4A5-2ornd 0580 n 14,73 14,42 0 0 0 0 0 0 0 0 12B-Osw 0.097 e 246 2.83 0 0 0 0 0 0 0 0 T G 4A5-2orn 0,540 e 13.71 30,66 0 0 0 0 0 0 0 0 4A5-2orn 0,550 a 13,97 27-34 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 a 3.63 2,91 0 0 0 0 121 121 439 352 4A5-2om 0.550 e 13,97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0,550 e 13.97 28,33 0 0 0 0 0 0 0 0 12B-Osw 0.097 s 246 2.83 0 0 0 0 0 0 0 0 4A5-2Gm 0,550 s 13.97 13.40 0 0 0 0 0 0 0 0 G 4A5-2om 0350 a 13.97 13.40 0 0 0 0 0 0 0 0 4A5-tam 0.550 s 13.97 13.42 0 0 0 0 0 0 0 0 4B5-2frn 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 s 3.63 2.91 60 28 101 81 130 98 354 284 4A5-2`am 0.550 S 13.97 13.61 0 0 0 0 16 14 228 222 4A5 2.m 0550 s 13-97 1340 0 0 0 0 16 16 228 219 4A5-2om 0.550 s 13-97 13.40 9 9 121 116 0 0 0 0 D 11DO 0390 a 9.90 12,31 24 24 238 295 0 0 0 0 w 1213-0sw 0.097 w 2A6 2,83 0 0 0 0 0 0 0 0 4A5-2Dm 0,550 w 1E3.97 28.33 0 0 0 0 0 0 0 0 IG4B5-2fm 0,540 w 13,71 30.66 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 w 3,63 2.91 0 0 0 0 42 42 152 122 4A5- 2om 0,540 w 13,71 29A1 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 w 14,73 3138 0 0 0 0 0 0 0 0 12C- 0sw 0.091 - 2.31 1,52 88 88 204 134 0 0 0 0 D 1 1DO 0.390 n 9,90 12.31 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,81 1.76 0 0 0 0 56 56 46 99 F 19A-Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 1 9c - I 9cscP 0.049 0A3 031 0 0 0) 0 0 0 0 0 F 22A-dim 1180 2926 0,00 108 7 195 0 1812 32 944 0 6 c) AEC} exa-irsion 10 25 Envelope loss/gain 859 616 2391 1273 12 a) Infiltration 68 25 332 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoeslother 0 150 Subtotal f6nes6 to 13) 927 641 2723 1545 Less external load 0 0 0 0 Less ti ansfer 0 0 0 0 Redistribution 927 641 331 229 14 Subtotal 0 0 3054 1774 15 Duct loads 1 3-%j 16°'aj 0 034 6098 280 Total room load 0 0 3152 2055 Air required ( dm) 0 0 181 98 Calc 8th Ed. VVri1qhtS'C> ft 2017-Sep-22 11:27 06 Rigel -Suite@Unverskii 2017 17.023 RSU16202 Page 3 4 CK t 051 WellirgtonA LFIG Ersuile Extafe - S rup Calc - VU8 Horse faces S wrightsoft, Right-JO Worksheet Job: Lot 051 Wellington A LHG Ens... Entire House Date: 12-18-2014 By: MC/RI One Stop Cooling and Heating 7225SandscoveCt Sole 1,Wirter Park, F1_32792Phone: (407j 629 - 6920 Fax k4C7)629- 9307 Wet) mwOi-kSto,DCoolixt,-omLicerse CAC032444 I Room name PAN CAFE 2 Exposed wall 0 ft 310 It 3 Room height 93 It heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 4.5 It 12.5 x 13.5 ft 5 Room area 24.8 ft' 168.8 tt' Ty Construcli on U-value a HTM Area M) Load Area ((ix) Load number (BturtMa- IR, (Btui-sft2) or perimeter M 1 Btuh or perimeter ft) BUN Heat Coal Gross N/RS Heat cool Gross N,,PS Heat Cool 6 12B- Osw 0'097 n 2,46 283 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.97 13,40 0 0 0 0 0 0 0 0 w 13A- flocs 0.143 n 3,63 2,91 0 0 0 0 126 93 337 270 0,550 n 13.97 3.40 0 0 0 0 3,'3 0 456 438 11 t4A5- 2om G 4A5- 2om 0.550 n 13,97 113,40 0 0 0 0 0 0 0 0 4A5-2omd 0.580 n 14.73 14A2 0 0 0 0 0 0 0 0 w 1213- 0sw 0.097 e 2.46 2,83 0 0 0 0 0 0 0 0 LG 4A5- 2om 0.540 a 1371 30.66 0 0 0 0 0 0 0 0 G 4A5- 2om 0550 e 13.97 27.34 0 0 0 0 0 0 0 0 13A-4sics, 0,143 e 3,63 291 0 0 0 0 116 84 303 243 4A5-2om 0,550 e 13.97 28.33 0 0 0 0 16 0 228 463 4A5-2om 0,550 e 13.97 28.33 0 0 0 0 16 0 228 463 12B-Osw 0,097 s 2,46 2.83 0 0 0 0 0 0 0 0 4A5-tom 0,550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0,550 is 13,97 13,40 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1197 13A2 0 0 0 0 0 0 0 0 4B5-2frn 0.540 s 1371 13.69 0 0 0 0 0 0 13A-floes0143 s 3M 2-91 0 0 0 0 0 0 0 0 4A5-tom 1 1 m O550s13,97 3.6 0 0 0 0 0 0 0 0 4k', 20 0,550 s 13.97 13,40 J G00 0 0 0 0 0 0 4A5-2om 0.550 S 13,97 1340 0 0 0 0 0 0 0 0 D 11DO 0.390 s 9.90 12.31 0 0 0 0 0 0 0 0 12B-Osw 0,097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 1197 28.33 0 0 0 0 0 0 0 0 4135-2fm 0.540 w 13,71 30-66 0 0 0 0 0 0 0 0 w 13A- flocs 0,143 w 3.63 2.91 0 0 0 0 65 17 62 50 4A5-2orn 0.540 w 13-71 29.41 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 14,73 3138 0 0 0 0 48 0 707 1506 12C-Osw 0.091 - 2,31 1.52 q-D00 0 0 0 0 0 0 I 1DO 0,390 n 990 12,31 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0,81 1,76 0 0 0 0 95 95 77 167 F 19A- 0lpap 0,295 2.81 2.00 0 0 0 0 0 0 0 0 F lgc- lgcscp 0,049 OA3 0.31 0 0 0 0 0 0 0 0 F 22A- tpm 1.180 29.96 0.00 25 0 0 0 169 33 989 0 6 c) AED exiairsion 0 37 Envelope lossgain 0 0 3388 3637 12 a) Infiltration 0 0 347 128 b) Roomwnfilairon 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Apturancesiother 0 0 Subtotal (lines 6 to 13) 0 0 3735 3765 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 RedistribUton 232 160 0 0 14 Subtotal 232 160 3736 3765 15 Dua leads 3,.1 16%1 7 25 3%1 16l1 1201 595 Total mon, load 239 186 3856 4360 Air required ( 14 9 221, 208cfin,0 MMNMMMMRll vvrightsc>ft 2017 Sep 22 11,27:06 Riglri-SnleVUrvversa' 2017 17,023 RSU1 6202 Page 4 1051 WellhmtonA LNG Ensure ExtCafe - S,rLp Calc - U18 Horse lace, S wrightsoft, Right-J@ Worksheet Job: Lot 051 Wellington A LHG Ens - Entire House Date: 12-18-2014 By: Ill One Stop Cooling and Heating 7225 Sardsmve Ct, Sure 1, Wirter Park, FL 32792 Prure (407) 629 6920, Fax i,407) 629 - 9307 Web www.0rvStopCooIwq com I-roeree CAC032444 1 Room name BED2 BTH2 2 Exposed wall 37.5 ft 6.0 It 3 Room height 93 ft heat/cool 9.3 It heatcool 4 Room dimensions 1.0 x 212,5 It 6.0 x 9.0 It 5 Room area 212,5 fF 54,0 ft-' Ty Construct on U-value a HTM Area fIL') Load Area ff2) Load number (Bvj1b,11t2-1q (Btuh1F) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross ] NIPS H;aJ T C-1 Gross N,R/S Heat Cool 6 12B-Osw 0.097 n 2.46 Z83 0 0 0 0 0 0 0 0 4A5-tom 0.550 n 1197 13.40 0 0 0 0 0 0 0 0 w 13A-4ocs 0143 n 3,63 2.91 126 93 337 270 0 0 0 0 4A,5-20m 0,550 n 3.97 3,40 0 0 0 0 0 0 0 0 11 tG 4A5-20M 0,550 n 113,97 113,40 33 0 456 438 0 0 0 0 4A5-2omd 0.580 n 1473 14A2 0 0 0 0 0 0 0 0 w 1213-0sw 0.097 e 2.46 2.83 0 0 0 0 0 0 0 0 1 4A5-2om 0540 e 1371 30.66 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13,97 2734 0 0 0 0 0 0 0 0 13A-4o(s 0143 e 3,63 2.91 65 65 236 190 0 0 0 0 4A5-2om 0,550 e 13.97 2833 0 0 0 0 0 0 0 0 4A,5-2om 0.550 e 13.97 28,33 0 0 0 0 0 0 0 1213-0sw 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2orn 0,550 s 13.97 13,40 0 0 0 0 0 0 0 0 4A5-2om 0,550 S 13,97 13.42 0 0 0 0 0 0 0 0 4B5-2ftn 0.540 s 13.71 13,69 0 0 0 0 0 0 0 0 13A-4ocs 0143 s 3,63 2,91 0 0 0 0 0 0 0 D 4A5-2om 0.550 s 13,97 13.61 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13,40 0 0 0 0 0 0 0 0 4A5-2orn 0,550 S 13.97 13.40 0 0 0 0 0 0 0 0 11DO 0,390 s 9% 12.31 0 0 0 0 0 0 0 0 w 12B-0,9N 0.097 w 2A6 2.83 0 0 0 0 0 0 0 0 4A5-2Dm 0.550 w 13.97 28.33E:23 0 0 0 0 0 0 0 0 4135-21rn 0,540 w 13,71 '10.66 0 0 0 0 0 0 0 0 0,143 w 163 2.91 158 158 574 460 56 51 187 150 ti13A-4ocs 4A5-2om 0,540 w 13.71 29.41 0 0 0 0 4 0 59 127 4A5-2omd 0.580 w 14.73 31 -38 0 0 0 0 0 01 0 0 1 2C-0sw 0.091 - 2.31 1.52T-D 0 0 0 0 84 84 193 127 11DO 0390 a 990 1231 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.81 1,76 4 4 3 6 0 0 0 0 F 19A-Obi 0,295 2.81 2.00 0 0 0 0 0 0 0 0 F lgc-lg--3rp OD49 043 031 0 0 0 0 0 0 0 0 F 22A-tarn 1,180 29% 0.00 213 3,13 1124 0 54 6 180 0 6 c) AED excursion 27 52 Envelope lass -gain 2731 1337 619 456 12 z0 Infiltration 395 146 63 23 b`, Room ventilation 01 0 0 0 13 Internal gains: Omipants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (I ines 6 to 13) 3125 1712 683 479 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redr,qibution 27 18 23 15 14 Subtotal 3153 1730 706 494 15 Dud loads 3 160, 102 273 3, 1611 23 78 Total room load 32,54 20i-: 729J22277, 5725' Air required (1mj 187 96 Cal ft Ed. Rig A-Stitc.nUriversal201717.0,23RSU16202 2017-Sep-22 11 :27:06 Page 5 t 051 WellirrjtonA LNG Ersuite ExtGale - S mp Calc -- KJ8 Horse faces S wrightsoft, Right-J@ Worksheet Job: Lot 051 Wellington A LHG Ens Entire House Date: 12-18-2014 By: MC/R1 One Stop Cooling and Heating 7225 Sandscove Ct Sure 1,Wriler ParK FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwO,eStopCooling com Ucerse CAC032444 1 Room name DROP STR 1 2 Exposed wall Oft 0 It 3 Room height 93 it heat/ocol 9.3 it heat/cool 4 Room dimensions 4-0 x TO ft 8,0 x 105 ft 5 Room area 28.0 tF 8410 IF Ty Construction U-value or HTM Area fF) Load Area fix) Load number (13tulvIt' IF) (BUI-V121 or perimeter ft) Brun) or perimeter ft) Btjhj Heat Cool Gross N!P/S Heat Cool Gross N IP,-- Heat Cool 6 U 12B-Osw 0,097 n 2.46 2,83 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13,97 13.40 0 0 0 0 0 0 0 0 13A-flocs 0,143 n 3,63 2.91 0 0-0-0 0 0-0-01 4A5-2om 0550 n 13.97 13,40JG 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 n 13.97 1340 0 0 0 0 0 0 0 0 4A5-2omd 0,580 n 14,73 1442 0 0 0 0 0 0 0 0 0,097 e 246 2M 0 0 0 0 0 0 0 0 T::j12B-0sw 4A5-2om0.540 a 13.71 30,66 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 e 1397 27,34 0 0 0 0 0 0 0 0 w 13A-flocs 0143 e 3,63 2.91 0 0 0 0 0 0 0 0 4A5 2cm 0.550 eLJ2 3-97 2833113,97 0 0 0 0 0 0 0 0 4A5-2om O 550 e 28,33 0 0 0 0 0 0 0 VN1213-0sw 0.097 s 246 2,83 0 0 0 0 0 0 0 0 4A5-2om 0Z50 s 13,97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13,97 13.42 0 0 0 0 0 0 0 0 4B5-2tm 0,540 s 1371 13.69 0 0 0 0 0 0 0 0 w 13A-flocs 0143 s 3.63 2.91 0 0 0 0 0 0 0 0 G 4A5-2om 0550 s 13W 13.61 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 1340 0 0 0 0 0 0 0 0 4A5-2om 0550 s 13.97 13,40 0 0 0 0 0 0 0 0 11DO 0.390 s 9-90 12,31 0 0 0 0 0 0 0 0 128-0sw 0,097 w 2,46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 2833 0 0 0 0 0 0 0 0 4135-21'rin 0540 w 1371 30.66 0 0 0 0 0 0 0 0 w 13A-4ocs 0143 w 3.63 2,91 0 0 0 0 0 0 0 0 El4A5-2orn 0540 w 1371 29,41 0 0 0 0 0 0 0 0 4A5-2omd 0580 w 14.73 31,38 0 0 0 0 0 0 0 0 2-0sw OD91 - 2,31 1.52II—D 11 98 80 184 121 74 74 172 113 11DO 0.390 a 9,90 1231 18 18 177 2120 01 0 0 0 C 16B-30ad 0.032 0.81 1,76 0 0 0 0 0 0 0 0 F 19A Obsq) 0295 2,81 2,00 0 0 0 0 0 0 0 0 F lgc-lg--,Cp OD49 0,43 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 29,96 0.00 28 0 0 0 84 0 0 0 6 c) AED excursion 5— 2 Envelope lossgarn 361 335 172 ill 12 a0 Infiltration 0 0 0 0 of Room nblatlon 0 0— 0 0 13 Internal gains Occupants @ 230 0 01 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 361 3351 172 ill Les-, external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 206 140 172 111 14 Subtotal 568 476 0 0 15, Duct loads 3% 16l 18 75 3 16%l 0 0 Total room load 586 551 0 0 Air required (cunt 34 26 0 0 Calc 8th Ed, vixrightsc)ft 2017- Sep 22 11 27 06 AIEZ-4,, Rio rt- SuiteG Unversa 12017 17 0,23 RSUI 6202 Page 6 t 05 1 WellirotonA LHG Frisure ExtCaie - S rnp ',a[,,, - UJ8 Norse faces_S wrightsoft, Right-JO of she Job: Lot 051 Wellington A LHG Ens Entire House Date: 12-18-2014 By: MC/Rl One Stop Cooling and Heating 7225 Sardswve. Ct Sure 1, Wirter Park, FL 32792 Pourx,,. (407) 629 6920 Fax (407) 629 - 9307 Web www,0,-eSlcooCoofirq,com Lioerrse CAC032444 1 Room name HALL1 BED4 2 Exposed wall 0 It 28,0 ft 3 Room height 9.3 ft heaVoaol 9,0 fl heaVcool 4 Room dimensions 9,0 x 4.0 ft 15.0 x 13,0 ft 5 Room area 36D ftr 195.0 IF Ty Construction U-value a HTM Area (tr) Load Area (w) Load number (13tintz-F; (Bluthtu or perimeter ft) Btum or perimeter M) 13tuh) Heat Cool Gross NIPiS Heat Cool Gross N(P S Heal Cool 6 12B-0s 0,097 n 2.46 2,83 0 0 0 0 117 102 251 289 4A5-tom 0,550 n 13,97 1340 0 0 0 0 15 0 209 201 w 13A-4ocs 0,143 n 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0,550 n 13,97 13,40 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 n 13.97 13,4011 0 0 0 0 0 0 0 0 4A5-2omd 0.580 n 14.73 1442 0 0 0 0 0 0 0 0 w 12B-Osw 0.097 e 2.46 2.83 0 0 0 0 135 135 333 382 4A5-2om 0.540 e 13.71 30,66 0 0 0 0 0 0 0 0 4A5-2om 0550 e 13,97 27,34 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.97 2833 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 e 13,97 28-33 0 0 0 0 0 0 0 0 12B-Osw 0,097 s 2.46 2, M 0 0 0 0 0 0 0 0 4A,5-2om 0,550 s 13.97 13.40 0 0 0 0 0 0 0 0 G 4A5-2om 0550 a 13,97 13,40 0 0 0 0 0 0 0 0 4A5-2om 0550 S 13.97 13.42 0 0 0 0 0 0 0 0 4B5-2fm 0.540 s 13,71 13.69 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 s 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13,97 13.61 0 0 0 0 0 0 0 0 4A5-2om 0550 S 13.97 13.40 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 s 13.97 13,40 0 0 0 0 0 0 0 0 D 11DO 0.390 s 9,90 12.31 0 0 0 0 0 0 0 0 12B-0sw 0,097 w 2.46 2.83 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 G 4135-2fm 0,540 w 13,71 30.66 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 w 3.63 2.91 0 0 0 0 0 0 0 0 G 4A5-2om 0540 w 13.71 29,41 0 0 0 0 0 0 0 0 G 4A5-2omd 0.580 w 14,73 31.38 0 0 0 0 0 0 0 0 12C-Osw 0,091 - 2,31 1,52I-D 37 37 86 0 0 0 0 1 1DO 0,390 n 990 12-31 0 0 0 0 0 0 0 0 c 1613-30ad 0.032 0.81 1,76 0 0 0 0 195 195 158 344 F 19A-0bssp 0,295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0-049 0.43 0,31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 29.96 DDO 36 0 0 0 0 0 0 0 6 c) AED exairsion 24 Envelope lossigain 86 561 952 1190 12 a) Infiltration 0 0 285 105 b; Room ventilation 0 0 0 0 13 Internal gains: Cocoilbants, @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (Imes 6 to 13) 86 56 1237 1526 Less external load 0 0 0 Less transfer 0 0 0 06Redistribution8561327 14 Subtotal 0 0 1250 1553 15 Dust loads 3% 16%1 01 0 2011 360248 564 Total room load 0 1) 1498 2117 Air required (cfmt 0 0 0 86 101 Calculation 411, wriqht201 7-Sep-22 11.2 7 06 RightSuileQ,. IUrive.i,.,ai 2017 17,023 RSU16202 Pago 7 t 051 WellingtonA LHG Ensue ExICare - S.r%i Calc = W8 Horse faces S wrightsoft, Right-JO Worksheet Job: Lot 051 Wellington A LHG Eris... Entire House Date: 12-18-2014 By: MC/131 One Stop Cooling and Heating 7225 Sardsobve Ct Siite 1 Miter Park. FL 32792 Plrure (407)629 6920 Fax (407) 629 - 9307 Web wwwOreStopCoohnig.corn Licerse CACP32444 1 Room name GAW BED5 2 Exposed wall 14.5 It 34.0 ft 3 Room height 9D ft freatcool 9.0 It heatcool 4 Room dimensions 1,0 x 2803 ft 1.0 x 204,5 ft 5 Room area 2803 ff 204L5 fF Ty Construction U-value or HTM Area OF) Load Area (W) Load number tIBtul0lz--F) (Btujtit12) or perimeter ft) (Btuh) or perimeter ft) (Btuh) Heat Cool Gross N/RS Heat cool Gross N/P?S Heat Coo 6 1213-0sw 0D97 n 2.46 2,83T-G 131 101 248 284 117 102 251 289 4A5-2om 0.550 n 13.97 13.40 30 0 419 402 15 0 209 201 w 13A-flocs 0143 n 3B3 2.91 0 0 0 0 0 0 0 0 4A5-tom 0,550 n 13.97 13,40 0 0 0 0 0 0 0 0 11 4A5-20M 50 n 13.97 13,40tG0.550 0 0 0 0 0 0 0 0 4A52omd 0,580 n 14,73 14,42 0 0 0 0 0 0 0 0 w 1213-0sw 0.097 e 2,46 2,83 0 0 0 0 63 63 155 178 4A5-2om 0540 e 1371 30.66 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.97 2734 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0,550 e 1397 28.33 0 0 0 0 0 0 0 0 4A5-2om Or550 e 13.97 28,33 0 0 0 0 0 0 0 0 1213-0sw 0,097 s 2.46 2,83 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.97 1340 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13-97 1342 0 0 0 0 0 0 0 0 4135-2frn 0,540 s 1371 13,69 0 0 0 0 0 0 0 0 13A-flocs 0143 s 3,63 2.91 0 0 0 0 0 0 0 0T--"- 4A5-2om 0.550 s 13.97 13,61 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1397 13,40 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 D 11DO 0.390 s 9,90 1231 0 0 0 0 0 0 0 0 1213-0sw 0.097 w 2.46 2,83 0 0 0 0 126 126 310 356 GT4A5-2om 0,550 w 13.977 128.33 0 0 0 0 0 0 0 0 G 4135-2frn 0.540 w 1371 30,66 0 0 0 0 0 0 0 0 VIV, 13A-flocs 0,143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0540 w 13.71 29.41 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 w 14,73 31.38 0 0 0 0 0 0 0 0 12C- Osw l0*091 - 231 1.52 l-D00 0 0 0 0 0 0 1 1DO 0390 n 9,90 1231 0 0 0 0 0 0 0 0 c 16B- 30ad 0.032 OB1 1.76 280 280 228 494 205 205 166 360 F 19A- Obi 0295 281 2,00 0 0 0 0 0 0 0 0 F lgc- lgcscp 0.049 043 0.31 0 0 0 0 0 0 0 0 F 22A- tpm 1180 29% 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 34 27 Envelope loss/ gain 894 1146 1092 1357 12 al Infiltration 148 54 346 128 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants@ 230 0 0 1 230 Applianoes/other 900 0 Subtotal (lines 6 to 13) 1042 2101 1439 1715 Less external load 0 0 0 0 Lessiramler 0 0 0 0 Redistribution 49 104 1 0 14 Subtotal 1091 2204 1439 715 15 Duct loads 201,'.'1 36,.1 217 80 1 Total room load 07 13, 30d5t4 2 36,, 286 6213 Air required ( drn) 5 75 144Calculations approved byACCAto meet all r uirementsof Manual J8th Ed. 2017-Sep- 22 11.27:06 k Rio- SiteCUrvversa 2017 17 0.23 RSU16202 Page 8 10,51 WellingtonA LHG Emile ExtGate - S.rub CaleUJ8 House, fackvs S wrightsoft" Right-JO Worksheet Job: Lot 051 Wellington A LHG Ens.., Entire House Date: 12-18-2014 By: MC/RI One Stop Cooling and Heating 7225 Sardscove Ct Sale 1, Winter Park, FL 32792 I'l-fore 407i 629 - 6920 Fax: (407) 629 - 9307 Web www.O,,-P.StopCooltT.com Lim -se CA0032444 R e STR2 WC4 2 E ;TZIIuZ 0 55 ft 3 Room tight 9.0 ft heatcool 9,0 ft heat/bool 4 Room dimensions 1.0 x 76,0 If 55 x 65 It 5 Room re. 76.0 W 35.8 1`12 Ty Construction U-value Or HTM Area (w) Load Area (f[2) Load number Btut-Rr-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Bjuh) Heat Cool Gross N/P/S Heat Cool Gross N,'P,,S Heat Cool 6 t-G 1213- 0sw 0,097 n 2,46 2,83 0 0 0 0 0 0 0 0 4A5- 2om 0,550 n 1197 1340 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 n 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0550 n 13,97 13.40 0 0 0 0 0 0 0 0 11 G 4A5-tom 0550 n 13.97 13,40 0 0 0 0 0 0 0 0 4A5- 2omd 0,580 n 14.73 14.42 0 0 0 0 0 0 0 0 12E3- Osw 0.097 e 2.46 2.83 0 0 0 0 50 50 122 140 G 4A5-tom 0,540 e 13,71 30.66 0 0 0 0 0 0 0 0 G 4A5-tom 0.550 e 13.97 2734 0 0 0 0 0 0 0 0 w 13A flocs 0.143 e 3B3 2.91 0 0 0 0 0 0 0 0 L2' 4A5 2orn 0,550 e 13.97 28.33 0 0 0 0 0 0 0 0 4A5- tom O550 e 13.97 28.33 0 0 0 0 0 0 0 0 w 1213- 0sw 0,097 s 2.46 2,83 0 0 0 0 0 0 0 0 4A5-2om 0,550 a 13.97 1340 0 0 0 0 0 0 0 0 4A5-tom 0550 s 13,97 13.40 0 0 0 0 0 0 0 0 4A5-tam 0.550 s 13.97 13.42 0 0 0 0 0 0 0 0 4BS-2( m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 G 13A- 4ocs 0,143 s 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.61 0 0 0 0 0 0 0 0 4A5-torn 0550 s 13.97 13,40 0 0 0 0 0 0 0 0 4A5-2orn 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 D 11 DO 0,390 s 9,90 1231 0 0 0 0 0 0 0 0 126-4sw 0,097 w 246 2.83 0 0 0 0 0 0 0 0 4A,5- 2om 0550 w 13.97 28.33 0 0 0 0 0 0 0 0 4B5-2fm 0,540 w 1311 30.66 0 0 0 0 0 0 0 0 13A-4ocs 0143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2orn 0.540 w 13.71 29.41 0 0 0 0 0 0 0 0 4A5-2omd 0-580 w 14.73 31.38 0 0 0 0 0 0 0 0 T--D 12C-0sw 0,091 231 1,52 0 0 0 0 0 0 0 0 11 DO 0,390 n 990 12.31 0 0 0 0 0 0 J 00 C 16B- 30ad 0.032 0.81 1,76 76 76 62 134 36 29 63 F 19A- Obscp 0,295 2.81 2,00 0 0 0 0 0 0 0 0 F 19C- 19cap 0D49 0,43 0.31 0 0 0 0 0 0 0 0 F 22A- tpm 1A80 29.96 0.00 0 0 0 0 0 0 0 0 6 cr AED excursion 2 4 Envelope lossgain 62 132 151 199 12 a) Infiltration 0 0 56 21 b) Room ventilation 0 0 0 0 13 Internal gainsi Occupants @ 230 0 0 0 0 Appitancesiother 0 0 Subtotal (lines 6 to 13) 62 132 207 220 Less external load 0 0 0 0 Lesstiansfer 0 0 0 0 Redistributon 62 32 11 23 14 Subtotal 0 0 218 243 15 Duct loads 1 20%1 3611.1 0 0 20'q 361Y 6 4388 Total room load 0 0 261 331 Air required ( dm) 0 0 15 16 Calculations approved byACCAto meet all requirements of Manual J8th Ed. wrightsiadft 2C,! 7-Sep -2211,2706 A C - Ric hL Sule On, U«versa= 2017 17 0,23 RSU16202 Page 9 C K1051WelfinatoiALHGEnsureExCale - S,rua Cale - MJ8 Morse faces S wrightsoft` Right-JO Worksheet Job: Lot 051 Wellington A LHG Ens... Entire House Date: 12-18-2014 By: MC/RI One Stop Cooling and Heating 7225 Sandsoove Ct Sure 1, Wi ter Park. FL 32792 Plroe (407) 629 6920 Fax (407) 629 - 9307 Web www0-eS1opCoo'Hnq com Licerse CAC032444 1 Room name LIN 2 Exposed wall 0 ft 4.0 it 3 Room height 9.0 11 heat/cool 9D It heatbad 4 Room dimensions 5.5 x 6.5 It 4.0 x 6.5 It 5 Room area 35.8 It' 26,0 ft' Ty Construchon U-vak)e or HTM Area IF) Load Area ft--) Load number (Btijh/ft2-1D (BtLh4l2) or Perimeter ft) Btuh) or perimeter ft) (Btuh) Heal Cool Gross NPIS Heat Cool Gross NIRS, Heat Cool 6 44J 12B-0,,,w 0,097 n 2,46 2.63 0 0 0 0 0 0 0 0 4A5-2om 0550 n 13.97 1340 0 0 0 0 0 0 0 0 w 13A-flocs OA43 n 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.97 1 340 0 0 0 0 0 0 0 0 11 tc, 4A5-2om 0.550 n 13.97 13,40 0 0 0 0 0 0 0 0 4A5-2omd 0-580 n 14.73 14,42 0 0 0 0 0 0 0 0 12B-Osw 0,097 e 2,46 2.83 0 0 0 0 36 36 89 102 4A5-loin 0.540 e 13.71 30,66T:f2 0 0 0 0 0 0 0 0 4A5-2om 0,550 e 13.97 27.34 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 e 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2orn 0.550 e 3,97 2833113,97 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 2833 0 0 0 0 0 0 0 0 1213-0sw 0,097 a 2,46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-tam 0.550 S 13.97 13-40 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13,97 13,42 0 0 0 0 0 0 0 0 4B5-2tm 0,540 a 13.71 13-69 0 0 0 0 0 0 0 0 13A-4ocs 0,143 s 3,63 2,91 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.61 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 D 11 DO 0.390 s 9.90 12,31 0 0 0 0 0 0 0 0 1213-0sw 0,097 w 2,46 2. M 0 0 0 0 0 0 0 0 4A5-2orn 0.550 w 13,97 28,33 0 0 0 0 0 0 0 0 4B5-2frn 0,540 w 13,71 30,66 0 0 0 0 0 0 0 0 w 13A-4ocs 0143 w 3M 2,91 0 0 0 0 0 0 0 0 El4A5-2om 0.540 w 3,71 29,41 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 14,73 31.38 0 0 0 0 0 0 0 0 C-0sw OD91 - 231 1.52q-1112DO 0 0 0 0 0 0 0 0 D 0390 n 9,90 1231 0 01 0 0 0 0 0 0 C 16B-30ad 0,032 OB1 1,76 36 36 29 63 26 26 21 46 F 19A-01asicia 0,295 2.81 2.00 0 01 0 0 0 0 0 0 F 19C-19cSrP 0.049 0,43 0,31 0 0 0 0 0 0 0 0 F 22A-tprn 1,180 29.96 ODO 0 0 0 0 0 0 0 0 6 c) AED excursion 1 3 Envelope lossgarn 29 62 110 145 12 a) Infiltration 0 0 41 15 b) Room ventilation 0 0 0 0 13 Internal gains: 0oaipants @ 230 0 0 0 0 Appliancesother 0 0 Subtotal (lines 6 to 13) 29 62 151 160 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redrsoibuton 29 62 10 20 14 Subtotal 0 0 160 181 15 Did loads 20% 36,, 0 0- 20%l 36%1 32 66 Total room load 0 0 192 246 Air required (cfmi 0 0-1-1 11 12 Calqufations a raved b ACCA tq meet all re uirements of Manual J 8th Ed, 44- wnight sc>ftre202 2017- Sep-22 1127:06 Rigs- SulOUriversal2017 17,0,23 RSU16Page 10 C k t051 Wellirx ptonA LNGErarite ExtCafe S,rup Calc KJ8 Horse faces S wrightsoft, Right-J@ Worksheet Entim House One Stop Cooling and Heating Job: Lot 051 Wellington A LHG Ens.., Date: 12-18-2014 M 7 225 Sardscove, Ct Sure 1, Winter Park, R., 32792 Nrore (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreSlopCooling corn License CAC032444 I 2 3 4 5 sed 11 RR me E earn name E Room height r meRoomdimen..n-s Room area 9D ft 51 D IF T013 60 It 6.0 x heat/oaol 8.5 ft 9.0 It 33D 1112 BTH3 0 It 6.0 x heat 5.5 it Ty Construction U value Or HTM Area n Load Area fF) Load number Btuft'F) Btuh 1P) or penrneier ft) Btuh) or perimeter t) Btuh) Heat cod Gross NPtS Heat Cool Gross N,,?4S Heat Cool 6 12B-0swt-G 0D97 n 2.46 2,83 0 0 0 0 0 0 0 01 4A5-2om 0r550 n 13.97 13,40 0 0 0 0 0 0 0 0 1 0143 n 3,63 2,91 0 0 0 0 0 0, 0 0 4J 0,550 n 13,97 13,40 0 0 0 0 0 0 0 0 11 G 4A5-2om M50 n 13,97 13,40 0 0 0 0 0 0 0 0 G 4A5-2omd 0.580 n 14.73 14,42 0 0 0 0 0 0 0 0 w 1213-0swI 0,097 a 2,46 2.83 54 51 126 144 0 0 0 0 4A5-2om 0.540 e 13.71 30.66 3 0 41 92 0 0 0 0L:- 4A5-tom 0550 e 13,97 27,34 0 0 0 0 0 0 0 01 w 13A-4ocs 0,143 e 3.63 2.91 0 0 0 0 0 0 0 0 4A5-tom 0r550 e 3,97 28,33 0 0 0 0 0 0 0 0 4A5-2om Or550 e 113.97 28,33 0 0 0 0 0 0 0 0 12B-Osw 0,097 a 2.46 2.83 0 01 0 0 0 0 0 01 4A5-2om 0.550 s 1197 13.40 0 0 0 0 0 0 0 0 4A5-29omLG 0,550 s 13.97 13,40 0 M 0 0 0 0 0 01 4A5-2om 0,550 s 13.97 13-42 0 0 0 0 0 0 0 0 485-2tm 0.540 s 13,71 13-69 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 s 3B3 2,91 0 0 0 0 0 0 0 0 4A5-20m 0.550 s 13.97 13,61 0 0 0 0 0 0 0 0 4A5-tornWDD 0Z50 s 13.97 13.40 0 0 0 0 0 0 0 0 4A5-tam 0,550 s 13,97 13,40 0 0 0 0 0 0 0 0 11 DO 0390 s 9.90 1231 0 0 0 0 0 0 0 0 12B-Osw 0097 w 2.46 2,83 0 0 0 0 0 0 0 0 T:::G 4A5-2om 0*,550 w 13.97 28330 0 0 0 0 0 0 0 C 4B5-2[m 0.540 w 1371 30.66 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 w 3,63 2,91 0 0 0 0 0 0 0 0 4A5- 2om 0540 w 3.71 114-73 29. 41 0 0 0 0 0 0 0 0 4A5- 2omd 0,580 w 3138 0 0 0 0 0 0 0 0 12C- 0sN q-D11 0, 091 2.31 1.52 0 0 0 0 0 0 0 DO 1DO0.390 n 9,90 12.31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.81 1,76 51 51 41 90 33 33 27 508 F 19A-01assia 0,295 2.81 2-00 0 0 0 0 0 O 0 0 F 19C-19MP 0,049 0.43 031 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 29.96 0.00 0 0 0 0 0 0 0 01 6 c) AED excursion 18 1 Envelope loss!gain 208 344 27 57 12 a) infiltration 61 23 0 0 b) Room ventilation 0 0 0 ioo 13Internalgains: 0axilaants @ 230 0 0 0 AnpliancesVher 0 0 Subtotal ( lines 6 to 13) 269 366 27 57 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 28 59 14 Subtotal 274 377 55 116 15 Duct loads 20!l 36%j 54 137 2()%l 361, 11 42 Total room load 329 514 66 158 Air required (cfm) 19 25 4 8 Calculations aeeroved byACCAto rneet all re uirements of Manual J 8th Ed. 4f,- wrightsc),ft 2017-Sep 22 11,27:06 Rigid - Sutter Universal' 2017 IT0,23 RSU1 6202 Page 11 t 051 WelliVonA LNG Ensure ExtCale - S rup Calc - W8 HOUse laces S rightsoft, Right-JO Worksheet Job: Lot 051 Wellington A LHG Ens... Entire House Date: 12-18-2014 By: MC/RI One Stop Cooling and Heating 7225 Sandscove Ct Sule 1, W inter Park, RL 32792 Phore: (407) 629 - 6920 Fax 407' 629 - 9307 Wet): www0r)eStopCoolwq com Licens-e CAC032444 1 Room name WIC3 BEDS 2 Exposed wall 12.0 ft 21.5 fl 3 Room height 9,0 it heat/cool 9,0 fi heatocd 4 Room dimensions 5.0 x 7.0 It 13-0 x 13.5 it 5 Room area 35D fF 175-5 tF Ty Constructon U-value Cr HTM Area fF) Load Area (il,` Load number Btuh/ff-'--F) Blun4t2) or perimeter it) Btuh), or perimeter it), Btjh) Heat Cool Gross NP/S Heat cool Gross N/P,S Heat Cool 6 f12B-Osw 0.097 n 2,46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0,550 n 13,97 13.40 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 n 3B3 2,91 0 0 0 0 0 0 0 0 41A '-2m 0.550 n 13,97 13,40 0 0 0 0 0 0 0 0 11 G 20.,, 0.550 n 13.97 13A0 0 0 0 0 0 0 0 0 G 4A5-2omd 0,580 n 1473 14,42 0 0 0 0 0 0 0 0 126- Osw 007 a 2.46 2.83 45 45 ill 127 72 57 140 161 4A5- 2orn 0,540 e 13,71 30.66 0 0 0 0 0 0 0 0 4A5- 2om 0.550 e 13,97 27.34 0 0 0 0 15 1 209 410 w 13A 4ocs 0,143 e 3.63 2.91 0 0 0 0 0 0 0 0 4A5- tom 0550 e 13.97 2833 0 0 0 0 0 0 0 0 G 4A5-2om 0550 e 13.97 2833 0 0 0 0 0 0 0 0 12B- Osw 0D97 s 2.46 2,83 63 57 140 161 122 118 289 332 4A5 2om 0.550 s 13.97 13,40 0 0 0 0 4 4 56 54 4A5- 2orTi 0.550 s 13,97 13.40 6 6 84 80 0 0 0 0 4A5- 2om 0,550 s 13.97 13.42 0 0 0 0 0 0 0 0 4B5- 2ftn 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 13A- 4o(,s 0,143 s 3.63 2,91 0 0 0 0 0 0 0 0 4A5- tom 0.550 s 13.97 13.61 0 0 0 0 0 0 0 0 4A52om 0550 s 13.97 13,40 0 0 0 0 0 0 0 0 4A5- 2om 0550 a 13.97 1340 0 0 0 0 0 0 0 0 11DO 0390 s 9.90 12,31 0 0 0 0 0 0 0 0 12B- Osvv 0.097 w 2,46 2.83 0 0 0 0 0 0 0 0 4A5- 2om T= 0.550 w 13.97 2833 0 0 0 0 0 0 0 0 4135- 29trn 0540 w 1171 30.66 0 0 0 0 0 0 0 0 w 13N xfocs 0,143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A-')- 2om 0.540 w 13.71 29,41 0 0 0 0 0 0 0 0 4M 2omd 0580 w 14.73 31.38 0 0 0 0 0 0 0 0 12C- Osw lt-D 0. 091 - 2.31 1.52 0 0 0 0 0 0 0 0 1 1DO 0,390 n 9.90 12,31 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.81 1.76 35 35 28 62 176 176 143 309 F 19A-0bscp 0295 2-81 2.00 0 0 0 0 29 29 82 58 F lgc-lgcscp 0D49 0.43 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29,96 0,00 0 0 0 0 0 0 p 6 c) AED excursion 8 16 Envelope foss gain 363 4231 920 1341 12 a) Infiltration 122 45 219 81 b) Room ventilation 0 0 0 0 13 Internal gains: Oo--ipants @ 230 0 0 1 230 Applianoesother 0 0 Subtotal ( I ines 6 to 13) 486 468 1139 1651 Less external load 0 0 0 0 Less lranskr 0 0 0 0 Redistribution 0 0 17 36 14 Subtotal 486 468 1156 1687 15 Duct loads 20% 36% 96 170 20% 36'r, 229 613 Total room load 582 630j 13% 2300 Air required ictm) 33 30 so 110 CalcLllatlons a roved b ACCA to meet all r uirements of Manual J 8th Ed w 2017- Sep-22 11:271.06 ri4ah tSC>ft' Right-SureTi' Unveisa 2017 17 0,23 RSU1 6202 Page 12 t 051 WelkrgtonA -HG Emurte ExlCate. - S run Calc - MJ8 Horse faces S wrightsoft, Right-M Worksheet Job: Lot 051 Wellinoon A LHG Enis... Entire House Date: 12-18-2014 By: MC(R1 One Stop Cooling and Heating 7225 Sadscove Ct Suite 1, winter Park. FL 32792 Pinorie (407) 629 6920 Fax i407) 629 - 9307 Web www0neStopGoohng com Licerre CAC032444 1 Room name WED NVALLIALL 2 Exposed vQII 385 ft 6,0 It 3 Room height 9.0 ft heav000l 9D It heaVool 4 Room dimensions 1D x 295,0 ft 6-0 x U It 5 Room area 295,0 tF 36,0 fF Ty Construction U-value or HTM Area pF) Load Area (fr") Load number (Btuh,112-°F) (Blij V) or perimeter ft; Btuh) or perimeter ft) BUN Heat Cod, Gross N,,PIS Heat cool Gross NP/S Heat Cool 6 12B-Osw 4D97 n 2,46 2.83 0 0 0 0 0 0 0 0T-G 4A52om 0.550 n 13,97 13,401 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 n 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 1) 13,97 1340 0 0 0 0 0 0 0 0 11 2 4A5-2om 0.550 n 13.97 13,40 0 0 0 0 0 0 0 0 4A5-2omd 0580 n 14.73 14,42 0 0 0 0 0 0 0 0 w 1213-0,w U97 e 2,46 2.83 41 41 100 115 0 0 0 0 L=G 4A5-2om 0.540 e 13.71 30.66 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 e 13.97 27.34 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3,63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0550 e 13.97 2833 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.97 2833 0 0 0 0 0 0 0 0 126-0sw 0.097 s 2.46 2.83 180 157 387 444 0 0 0 0 4A5-2am 0,550 s 13.97 13A0 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1197 13.40 0 0 0 0 0 0 0 0 4A5-2om 0550 a 13.97 13.42 15 15 209 201 0 0 0 0 4B5-2tm 0,540 s 13.71 13.69 8 8 110 110 0 0 0 0 w 13A-4ocs 0,143 s 3K3 2.91 0 0 0 0 0 0 0 0 4A5 -2 n' 0.550 s 13,97 13V 0 0 0 0 0 0 0 0 G 4A52.m 0,550 a 13,97 1340 0 0 0 0 0 0 0 0 4A5- 2om0,550 s 13-97 13A 0 0 0 0 0 0 0 0 D 11DO 0,390 s 9.90 12.31 0 0 0 0 0 0 0 0 w 1213-0sw 0,097 w 2.46 2, M 126 126 310 356 54 54 133 153 Ej4A5- 2om 0.550 w 13.97 28,33 0 0 0 0 0 0 0 0 4B5- 2fm 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 w 13A-flocs 0143 w 3B3 2.91 0 0 0 0 0 0 0 0 G 4A5-2om 0,540 w 13,71 29.41 0 0 0 0 0 0 0 0 G 4A5-2omd 0.580 w 1473 31,38 0 0 0 0 0 0 0 0 12C- Osw 0,091 - 2,31 1,52 q-D 0 0 0 0 0 0 0 0 1 1DO 0.390 n 9.90 1231 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0-81 1.76 295 295 240 520 36 36 29 63 F 19A-Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cocs 0,049 0.43 0.31 291 291 126 89 36 36 16 11 F 22A-tpm 1,180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 37 4 Envelope lossqain 1481 1797 178 223 12 a) Infiltration 392 145 61 23 b; Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 174 18742402 239 246 Les, external load 0 0 0 0 Less transter 0 0 0 0 Redistribution 92 108 239 246 14 Subtotal 1965 2510 0 0 15 Dud loads 2011d 36%r390 912 201 369/ 0 0 Total room load 3421 0 0 Air required lctm) 35 163 0 0 Calculations 8th Ed. wrightsc> ft 201 7-Sep-22 11 27 06 Riml- SuiteOUqvemal 2017 17 023 RSL)16202 Page 13 1051 WellingtonA LHG Ensuile ExICafe - S up Calc - UJS' HOLSOaroes. S wrightsoft, t®M Worksheet Job: Lot 051 Wellington A LHG Err.... Entire House Date: 12-18-2014 By: MC/Rl One Stop Cooling and Heating 7225 Sardscove Ct, Sale 1 . Wiriter Park, FL 32792 PhDrie (407) 629 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com Licerre CAC032444 1 Room name MIC MTOI 2 Exposed wall 0 It 0 If 3 Room height 9D ft heat/cool 9,0 It heatiociol Room dimensions 1'0 x 98,0 ft TO X 35 ft D Room area 98,0 112 245 fr' Ty Construcifion U-4je a HTM Area M2 i Load Area fr' Load number (Btrul-OF IR (Blul-Fffl) or perimeter ft) Btjh) or perimeter ft) Btuh) Heat Cool Gross N/RlS Heal Cool Gross N/P,,S Heat Cool 6 S 126-0,9N 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0,550 n 13-97 1340 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 4AI5 2.- 0.550 n 1197 13,40 0 0 0 0 0 0 0 0 11 4.:i.rr' O.550 n 13,97 13.40 C 0 0 0 0 0 0 0 0 G 4A5-2omd 0580 n 14-73 14,42 0 0 0 0 0 0 0 0 12B-Osw 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0540 a 13.71 30,66 0 0 0 0 0 0 0 0 4A5-2om 0,550 e 13.97 2734 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 e 3,63 2.91 0 0 0 0 0 0 0 0 G 4A5-2om 0550 e 13.97 28.33 0 0 0 0 0 0 0 0 L ---- G 4A5-2om 0,550 a 13,97 28.33 0 0 0 0 0 0 0 0 126-Osw 0,097 s 246 2.83 0 0 0 0 0 0 0 0 4A5-tom 0.550 S 1197 13,40 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.97 13.40 0 0 0 0 0 0 0 0 4A,5-2om 0.550 s 13.97 13.42 0 0 0 0 0 0 0 0 4B5-2frn 0.540 s 1371 13.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.63 2.91 D 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1397 13.61 0 0 0 0 0 0 0 0 4A5-2om 0,550 a 13.97 13.40 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.97 13.40 0 0 0 0 0 0 0 0 11DO 0390 s 9.90 1231 0 0 0 0 0 0 0 0 w 12B-0sw 0,097 w 2.46 2.83 0 0 0 0 0 0 0 0 GL4A5-2om 0.550 w 13,97 28.33 0 0 0 0 0 0 0 0 4B5 2frn 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A-4ocs 0,143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0,540 w 13,71 29,41 0 0 0 0 0 0 0 0 4A5-2ornd 0580 w 1473 3138 0 0 0 0 0 01 0 0 12C-Osw 0,091 - 2.31 1-52FL-D 0 0 0 0 0 0 0 1 1DO 0.390 n 990 12.31 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 OV 1.76 98 98 80 173 25 25 20 43 F 19A-Obi 0295 2.81 2,00 0 0 0 0 0 0 0 0 F lgc-lgcscp 0D49 0,43 031 90 90 39 28 21 21 9 6 F 22.A-rpm 1180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 Envelope lossgain 118 197 29 49 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants @ 230 0 0 0 0 Appliances?other 0 0 Subtotal (Imes 6 to 13) 118 197 29 49 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 112 150 13 28 14 Subtotal 230 347 42 77 15 Duct loads 201"i 361 46 126 20111 36o 28 Total room load 276 473 51 105 Air required (cft 161(, 23 3 5 Calculations approved by ACCA to me -Lei all re uirements of Manual J 8th Ed. 414- wrightsc),ft, 2CI 7-Sep-22 11.27 06 Rig I t-SLJl&nIUIver-,a 2017 17 C,23 RSU16202 Page 14 t 051 WeliiMto,iA LHG Ersuite ExtGale - S rUp Cale =W8 House laces S wrightsoft, Right-Jrksheet Job: Lot 051 Wellington A LHG Ens - Entire House Date: 12-18-2014 By: MC!Rl One Stop Cooling and Heating 7225 Sardswve Ct Suite 1, Winter Park, FL 32792 Phan e (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCooling com License CAC032444 1 Room name NUTH HALL2 2 Dposed well 13,0 ft 0 ft 3 Room height 9.0 ft heaticool 9.0 ft heatibo6 4 Room dimensions 1D X 104.5 It 1D X 11 R8 it 5 Room area 104.5 W 118.8 112 Ty Construction U-value or HTIVI Area (it) Load Area Or) Load number ( BtL)hM'-'F) (Btuh(IV) or perimeter 11) Bluh) or perimeter ft) Btjh) Heat Cool Gross- N/PS Heat Cool Gross NIPS Heat Cod 6 1213-0sw OD97 n 2,46 2,83 0 0 0 0 0 0 0 0 t-G 4A5-tom 0.550 n 13,97 13.40 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 n 3.63 2,91 0 0 0 0 0 0 0 0 4A5- torn 0.550 n 13,97 13,40 0 0 0 0 0 0 0 0 11 G 4A5-2orn 0.550 n 13.97 13,40 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 n 14,73 14A2 0 0 0 0 0 0 0 0 1213- 0sw 0.097 e 2.46 2,83 0 0 0 0 0 0 0 0 T-- G 4A5-2om 0,540 e 13.71 30.66 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 e 13,97 27.,34 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 e 3B3 2.91 0 0 0 0 0 0 0 0 4A5- 2orn 0.550 a 13.97 2833 0 0 0 0 0 0 0 0 4A5- 2orn 0.550 e 13.97 2833 0 0 0 0 0 0 0 0 12B- Osw 0,097 s 2.46 2.83 0 0 0 0 0 0 0 0 4A5- tam 0,550 s 13.97 13A0 0 0 0 0 0 0 0 0 4A5- 2orn 0,550 a 13.97 13,40 0 0 0 0 0 0 0 0 4A5- 2orn 0,550 5 13,97 13,42 0 0 0 0 0 0 0 0 4B5- 2(m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 13A- flocs 0.143 s 3.63 2,91 D 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 13.97 13,61 0 0 0 0 0 0 0 0 4A5 2om 0.550 S 13.97 13,40 0 0 0 0 0 0 0 0 4A5 2om 0,550 s 13.97 13,40 0 0 0 0 0 0 0 0 11 DO 0,390 s 990 1231 0 0 0 0 0 0 0 0 w 12B-0sw 0.097 w 246 2,83 117 109 268 308 0 0 0 0 L4A, 5-2om 0,550 w 13.97 28,33 0 0 0 0 0 0 0 0 24B5-2fm 0540 w 13.71 30,66 8 0 110 245 0 0 0 0 13A- 4oca O- 143 w 3.63 2.91 0 0 0 0 0 0 0 0 T:- GG 4A5-2om 0540 w 13.71 29A1 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 w 14,73 31.38 0 0 0 0 0 0 0 0 1 2C*9N 0.091 - 2,31 152 L-D 0 0 0 0 0 0 0 0 11DO 0390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16B 30ad 0-032 0V 1,76 105 105 85 184 119 119 96 209 F 19A-0b,,vp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cscp 0,049 OA3 0,31 95 95 41 29 5 5 2 1 F 22.A-tpm 1.180 2.9.96 0.00 0 0 0 0 0 0 0 0 6 q,AED exairsion 102 3 Envelope IoWgain 504 869 98 207 12 a) Infiltration 132 49 0 0 b) Room ventilation 0 0 1 0 0 13 Internal gains: Ocr;upants @ 230 0 0 01 0 Appliancevother 0 0 Subtotal ( lines 6 to 13) 637 918 98 207 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 80 82 98 207 14 Subtotal 716 1000 0 0 15 Dud loads 20°a 36% 142 3631 20%j 36%l 01 0 Total room load 58 85489L13 0 0 Air required (cfm! 65 0 0 Calculations aoDroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsc> ft, 2017-Sep-22 11:27:06 Rigli- SuiteeDUriversal 2017 17D,23 RSU16202 Page 15 ZZ-4, t 051 WellingtonA LHG Ertoile ExtCale - S rue Calc - W8 House laces S wrightsoft, Right-M Worksheet Job: Lot 051 WelliVon A LHG Ens... Entire House Date: 12-18-2014 By: MC/RI One Stop Cooling and Heating 7225 Sandscove CL Sute 1, Winler Park, FL 32792 Plrxone: (407) 629 - 6920 Fax 407) 629 - 9307 Web wwwOrieStopCooling com License CAC032444 1 Room name 2 Exposed wall 8,0 ft 3 Room height 9,0 ft heatcool 4 Room dimensions 1.0 x 62.3 ft 5 Room area 62.3 tt' y Construct Ion U-value Or HTM Area w) Load Area Load number BUW`f!2 9 (Btuh,12) or perimeter ft) Btuh) or perimeter Heat Cool Gross NIPS Heat Cool Gross NgD'S Heat Cool 6 12B-Osw 0.097 n 246 2,83 0 0 0 0 4A, 5-29orn 0,550 n 13,97 13.40 0 0 0 0 w 13A-4ocs 0.143 n 3.63 2,91 0 0 0 0 tam 0550 n 13.97 13,40 0 0 0 0 11 t4A5 G4A5tom 0.550 n 13.97 13.40 0 0 0 0 4A5- 2omd 0580 n 14,73 1442 0 0 0 0 0. 097 e 246 2.83 0 0 0 0 t1213- 09N 4A5- 2om 0,540 e 13.71 30.66 0 0 0 0 24A5-tam 0,550 e 13.97 27,34 0 0 0 0 w 13A-4ocs 0143 a 3.63 291 0 0 0 0 4A5- 2o 0.550 e 13.97 28.33 0 0 0 0 4A5- 2orn 0,550 e 13.97 28.33 0 0 0 0 w 128-0,sw 0.097 s 2A6 2,83 0 0 0 0 4A5- 2om 0.550 s 13,97 13,40 0 0 0 0 4Ai- 2om 0550 s 13,97 13,40 0 0 0 0 4A5- 2om 0,550 s 13.97 13-42 0 0 0 0 4B5- 2frn 0.540 s 13.71 1169 0 0 0 0 w 13A-4ocs 0143 s 3.63 2.91 0 0 0 0 4A5- 2om 0,550 s 13.97 13,61 0 0 0 0 4A5 2om PDG0,550 s 13.97 13,40 0 0 0 0 4A5- 2orn 0.550 s 13.97 13A. 0 0 0 0 11DO 0.390 s 990 12.31 0 0 0 0. 097 w 2.46 2.83 72 66 163 187 ti12B- 0sw 4A5- 2om 0550 w 13.97 2833 6 0 84 170 4B5- 2fm 0,540 w 13.71 30.66 0 0 0 0 w 13A-flocs 0,143 w 3.63 2.91 0 0 0 0 E- 4A5-2oar 0540 w 13.71 29.41 0 0 0 0 IG 4A5-2omd 0580 w 14,73 31.38 0 0 0 0 12C- 0svv FL-D 0, 091 - 2-31 1,52 0 0 0 0 1 1DO 0,390 n 990 1231 0 0 0 0 C 1613-30ad 0.032 0.81 176 62 62 51 110 F 19A-ObsT 0295 2.81 2.00 0 0 0 0 F 19C-19Mcp 0,049 0.43 0.31 0 0 0 F 22A-tprn 1,180 29.96 0.00 0 0 0 0 6 c) AED excursion 67 Envelope loss;gain 297 534 12 a) Infiltration 82 30 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Apphancesother 0 Subtotal ( lines 6 to 131 378 564 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 378 564 15 Dud loads 20%1 36%1 75 205 Total room load 454 768 Air required (drn) 26 37 Calculations 8th Ed f+ 4- vvriqhtsk>ft 2017 Sep-22 11.27 06 AC -! Rig ht- Sure@ Uriversa! 2017 17 0 23 RSU16202 Paae 16 X- K t 051 Wellir-glonA LHG Ensure FxtCafe - S.rue Calc= M08 Howe facoes S Duct System Summary Job: Lot 051 Wellington ALHG wrightsoft, Date: 12-18-2014 Entire use By: MC/Rl One Stop Cooling and Heating 7225 Sardscove. Ct Stile 1, Wirler Park, FL 32792 Phcn, (4071629 - 6920 Fax (4071 629 - 9307 Web. wwwOreStopCoolirq.com Uoerlse: CAC032444 For: Park Square Homes 2334 Blue Grouse Lane, Sanford, FL Heating Cooling External static pressure 0.50 in H20 0,50 in H2O Pressure losses 016 in H2O 0.16 in H2O Available static pressure 0.34 in H20 034 in H2O Supply return available pressure 0,261 /0,079 in H20 0.261 10.079 in H20 Lowest ffi cti on rate 0,139 in/100ft 0139 irk/1 00ft Actual air flow 1567 cfm 1567 cfm Total effective length TEL) 244 ft Design Htg Cig Design Diam H x W Duct Actual Fta.Eqv Blame NBtuh) cfrn) Cfrm FIR m in) Mat] Ln (ft) Gn (ft) Trunk A c 768 26 37 0162 4.O Ox 0 VlFx 41.1 120.0 st5 BED2 h 3254 187 96 0139 8.0 Ox 0 VlFx 41,9 145.0 st3 BED3 c 2300 80 110 0.194 6.0 Ox 0 VlFx 193 115.0 st4 BED4 c 2117 86 101 0,196 6.0 Ox 0 MFx 18,1 115,0 st4 6ED5 c 2338 99 112 0.160 6.0 Ox 0 VlFx 410 120.0 st5 BTH2 h 729 42 27 0144 4D Ox 0 AFx 40.9 140D st3 BTH13 c 158 4 8 0.210 4.0 Ox 0 AFx 14.0 110.0 st4 CAFE h 3856 222 208 0.194 8.0 Ox 0 AFx 19.4 115.0 SO DROP h 586 34 26 0.179 4.0 Ox 0 VlFx 25.9 120.0 sti FAMILY h 2067 119 114 0.140 6.0 Ox 0 MFx 40.9 145.0 st3 FLEX h 3152 181 98 0190 0 Ox 0 MFx 17A 120,0 SO GAME C 3005 75 144 0,161 8.0 Ox 0 MFx 372 125.0 sty KIT C 2020 81 96 0197 5D Ox 0 MFx 12.4 120.0 SO LDRY c 892 36 43 0.198 4.0 Ox 0 VlFx 16.4 115.0 SO LIN c 246 11 12 0208 4.O Ox 0 VlFx 10.4 115,0 st4 VIBED C 1711 68 82 0167 5.0 Ox 0 VlFx 362 120D st5 VIBED- A c 1711 68 82 0.166 5D Ox 0 AFx 37.0 120.0 sty MBTH C 1363 49 65 0172 4.O Ox 0 VlFx 31.1 120D st5 M- RDI c 105 3 5 0,177 4D Ox 0 VlFx 273 120,0 sty MWIC c 473 16 23 0.174 4.0 Ox 0 AFx 295 120.0 sty PAN h 239 14 9 0.207 4.0 Ox 0 AFx 10,9 115.0 SO 1013 c 514 19 25 0216 4.0 Ox 0 AFx 107 110.0 st4 WIG' 3 h 582 33 30 0.197 4,0 Ox 0 AFx 17.2 11 5D st4 WICA C 331 15 16 0.198 4.0 Ox 0 VlFx 16.5 115.0 st4 2017- Sep-22 11,27,08 wrightsoftRig,11 SWeGUriversal 2017 17 023 RSUl 6202 Page 1 A C' -1051 Weflv-glonA LHG Enisute Exr-afe - S rLp Gaic -- W8 Horse laces S Trunk Htg Gig Design Veloc Diam H x W Duct Name Type cfi-n) Cfm) FR fpm) in) in) Material Trunk sti PeakAVF 915 718 0.139 655 16,0 0 x 0 VinIFIx st4 PeakAVF 248 301 0194 681 9.0 0 x 0 VinIFIx st2 st2 PeakAVF 652 849 0.160 794 14.0 0 x 0 VinIFIx st3 PeakAVF 348 237 0139 443 12,0 0 x 0 VinlFlx SO sty PeakAVF 404 548 0.160 698 12.0 0 x 0 VinIFIx st2 Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb3 Ox 0 125 148 57D 0139 425 0 Ox 0 MFx rb2 Ox 0 86 101 33.0 0.240 515 0 Ox 0 AFx rbl Ox 0 1356 1318 44.5 0,179 621 20.0 Ox 0 MFx 2017-Sep-22 1127 08 11 wrightsoft, 1gl,-Sute.b,,Uvver,<2l2017170,23RSU16202 ACCA 1051 WellirgtorA LHG ErrsLite ExCafe - S rLsD Laic z, W8 I Home laces S Page 2 wrightsoft, Static Pressure and Friction Rate Job: Lot 051 Wellington A LHG Date: 12-18-2014 Entire House By: MC/RI One Stop Cooling and Heating 7225 Sardscowe CI Sule 1 Winer ParK. FL 32792 P11ce (407) 629 - 6920 Fax {407 629 - 9307 Web wwwOreStopGooling com License: CAC032444 For: Park Square Homes 2334 Blue Grouse Lane, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0,03 0.03 Filter 010 0,10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 034 034 Supply Return ft) ft) Measured length of run -out 12 22 Measured length of trunk 30 0 Equivalent length of fittings 145 35 Total length 187 57 Total effective length 244 Heating Cooling i n/1 00ft) in"100ft) Supply Ducts 0,139 OK 0,139 OK Return Ducts 0.139 OK 0139 OK Supply 4X=35, 11 A=20, 11 G--5, 11 G--5, 11 A=20, 11 J=1 5, 11 G--5, 1 A-_35, 11 G_-5: Total EL=1 45 Return 6M--20,5E1 =1 0, 11 G=5: Total EL-_35 2017-SeD-22 11 27:08 wrightsoft' R,,jII-SJIaIUme-,,,a; 2017 1 ",0 23 RSUI 6202 Page i 1051 WelhrglonA LHG Ersute ExtGafe - S rap Caic = MJ8 House faces S FORM R405-2014 trAzi Project Name: Lot 051 Wellington A LHG Ensuile ExtCafe - S Builder Name: One Stop Cooling and Heating Street: 2334 Blue Grouse Lane Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes 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 sUaces, 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 9/22,2017 11:30 AM EnergyGauge(ti, USA - FIaRes2014 Section R405,41 Compliant Software Page 1 of 1 N 1OX10 222 cfm 4.— CAFE 1ttli FAMILY its 0 rj 1 Tr coo BED2 1OX10 w FT 0 Level 1 DV 1 OX1 C'0 181 3 8x4 43 cfm 1 2)(12 Va 12xl 2 FOYER y- 12 41 12x FOYER T3B726 -T Tr _j u L y 31 D R am 41eipkf N FLEX DROP 8x4 4 1OX10 R HALL1 4 4 GARAGE 0 4 te jy tr g - 410T, tiI 3t BTH 2_j I 0 y' 0 0 3 F EF1 VTW 4 Vn a M 3 - 1 M t M 2x Job #: Lot 051 Wellington A LHG Ensuite Ext.. Performed by MC/Rl for: Park Square Homes 2334 Blue Grouse Lane Sanford, FL WTI 7225 Sandscove Ct Suite 1 Winter Park, FL 32792 vwvw. OneStopCooling.com Scale: 1 :94 Page 1 Right - Suite@ Universal 2017 17. 0.23 RSU 16202 2017- Sep-21 17:36.,04 WC4 ER VTR T0--13 IX' C3L 16cfn 84 4 33* BEN 6 4 ItfrnSRBTD 7' 1 10climd Riser 25cfrn V 66" 6 14iP 4 8X4 BED3 K. V, BTH3 10x10RA 101 6 cfim 1 Ox6 12 EF1 VTR 110 ctln 8 cfm 12 8x4 1356 cfm HALL2 30x1 8 10 x 10 r. As 10X10 12,12' 144 cfm STR2 8 GAME 8 10X10 — 10x6 82 -n 8x4 cft 5cfmER VTR L IB2 5 1 OX1 1, 4.8 CVA Mwic VTOI K<4 WEED 5 wxi- 4" 112c# Ti EF1 VTR 4 1 Ox6 82 cfm 23 cxfrr, 8x4 Q7cfm MBTH P 65 cir MHALL Job #: Lot 051 Wellington A LHG Ensuite Ext.. Performed by IVIC/ Rl for: Park Square Homes 2334 Blue Grouse Lane Sanford, FL r , tne Stop Coolingand Heatin 7225 Sandscove Ct Suite 1 Winter Park, FL 327 92 Phone: (407) 629 - 6920 Fax: (407) 629 - 93 www.OneStopCooling.com I Scale-1 :94 Page 2 Right - Suite@ Universal 2017 17.0.23 RSU 16202 2017-Sep-211736: 06 7-N I I I DESCRIPTION AS FURNISHED: Lot 51, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florido, I' 1 ( ( -1 ('011Y1OR11") PLOT PLAN FORICERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 31 S 89-40'51 " W 3J8' 15- 7 Ole to construct single family home with setbacks and impervious area shown on plan. $8- 7- X, e (1) UA U 7k& L cz, j LOT 52 6.50' SETBACKS AS FURNISHE-0 FRONT = 2 REAR = 20 SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED 70 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED ANSHED SPOT GRADE ELEVATIONS PER DRAINAGEPLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE "A" PROPOSED F.F. PER PLANS - 29,3' P.1, LOT 32 LOT 33 LOT 51 30.80' 10.00' 13,3' TH 31 10,00' LAURI 13J, PROPOSED RESIDENCE 6 3096-WELLINGTON - A o CAFE EXT OPTION o GARAGE LEFT 5. 3' I'L 7 10.00, i ENTRY 20.0' DRIVE L F29.20' 25.20' 25.20' 10' UTIL. ESMT. WALK CURB AT 8904051" E 6000' 5 I LIT, BLUE LANT11 PRIVATE ROAD) (RIW VARIES) LOT 50 412. 95' 1 P, C. PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVE'Y TOTAL EDT AREA 7,121 SQUARE FEET FLATWORK ON/OFF LOT - TOTAL --I- SQUARE FEET FLATWORK DRIVE 4031 110- 513 -E SQUARE FEET FOUNDATIONIPAD 2,090 1: SQUARE FFET WALKS 401 300= 340 :1- SQUARE FEET REAR PATIO 89 ± SQUARE FEET SOD 4,380/ 250 - 4,630 J, SQUARE FEET FRONT PORCH DECK POOL DECK 101 ± SQUARE FEET NIA i- SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATOR TAKEN FROM PLANS PROVIDED BY CLIENT * NOF nEf-0 VERIFIED CRUSEVIVEYER- SCOTT & ASSOC, 1,41C -- -LAATE SU1?VT),'01?S P a PLAT P'at, POINT M LINE 5400 E. COLONIAL DR, ORLANDO, FL. -32807 (407)-277-32,32 FAX (407)-658- 14,36 f FIELD T R TYPICAL. NUTES: ip VGIN PIPE PRC. POINT OF REVERSE CURVATURE CON M04JHEHT RAR CUP - Y UEETS R 0 Ga. C, RONRODPIOCIMINTUPCOMPOUNDVATURC1, THE UNDERSIGNED DOES HERCHY CERPFY THAT THIS SURVEY THE STANDAROS OF PRACTICE SET FORITI Oy THE F10 f A RD F RADIAL PROFESSIONAL, SURVEYORS AND NAPPERS IN CUAPTER 5XI-17 RORICA ADAPNISTRATIVE CODE PURSUANT To SECTION 47ZN27, F101GIM STATUES AT T.R.1/2-, IR, ./nLB 4,3% Rk e NON -RADIAL 2. UNLESS EMBOSSER WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC, P RECOVIRCI) W.P. WITNESS POINT J, THIS SURVEY WAS PREPARED FROM TUBE INFORMATION FURNISHED TO THE SUAVDD'OR. THERE MAY HE OINKS RESTRICTIONS POINT 0BEGINNINGCALC, CALCULATED OR EASEMENTS TLAT AFFECT THIS PROPERTY, 201 t (1INI D.F P.Q.M. PERMANENT REFERENCE M 41, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, CENMRLINC F.F. FINISHED ELL N& NAIL t DISK DSL, BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLD RETRYTT OF THOSE CERTY70D TO AND SHOULD NOY BE REUED UPON BY ANY OIHLR CNITTY. R ' v RIGHT-OF-WAY D.P. RENCTINARK 6, DIMENSIONS SH04M FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNaARY UNES, CS-T, = rASSMENT BID. BASE BEARING SPAIN. DRAINAOC 7, SWINGS, ARE BASES ASSURED OAIU0 AND ON THE LINE SHOWN AS CEASE' BEARING (B,a) ITT 11' UTILITY 8, CLEVANONS, IF SHOWN, ARE BASED ON NA-,!ONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE, NOTED_ CLFC. CHAIN LINK FENCE 9, CERTIFICATE OF AVTH6RIZA770N No. 4,596. RFC, WOOD FMCV I, CO WRFOTF D(-DCK SCALE t '------ 4 DRAWN y ...PCT. .POINTDFCURVATURE20P,POINT F TANGFHQY UESC, DATE DEGIRIPTION CERTIFIED BY, RADIUS . ..... I- ARC I- ENG111 —PLOT PLAN- —087 6-20 17 33,33 17 D DELTA CK CHCtRD READING NORTH THIS BUILDING \ PROPERTY DOES NOT LIE WITHIN THE ESFADOSHED 100 YEAR FLOOD PLANE AS PER 'FIRM R.L.S. 1 4714 JAMES IV, SCOTT, R,L,S j 4801 ZONE "X. MAPj12117C0090P (09-28-07) Filename: PARK SQUARE WELLINGTO0 3,075OF.rzz Lighting and Small Appliance/Laundry Circuits ------------------ Floor Area BmAppNo LaundNo Line Neutral 3075 2 l Lighting Summary Standard 6,754 6,754 Optional 13,725 5,754 Ranges & Ovens ------------- Range No. No? Nameplate Line Neutral 1 I 8000 Z 0 0 s O O Range/Oven Summary Standard 5,400 4,480 Optional 8,000 4,480 DzI/ers Dryer No. No? Nameplate Line Neutral 1 I 5000Ile O 3 O Dryer 3onmarl, Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 --------------- Name M? Pb No Amps l7oIto VA BP Line Neutral l l I I I.O 24O 3 350 ------ OID8II2' U 240 '~`~ 480 0IMlI5.0 240 1,200 OIII14340I336002 ] I I 14.0 240 3'360 O2 } I I 2. 0 240 ' 480 O2Mll5.0 240 1,200 O2III14240l3'3GO 0Heat/Cool Summary Standard I6'8O0 O Optional I5,800 O Fixed Appliances:Actual Number = G --------------------------------- Name M? Ph YJ o Amps Volts & B Line D7entroI DZ8P I l I20 600 ---- ------- DISH I l I3O I30O 1,200 GOO 600 MICRO I I20 l2OO Il' 3O0 B I I I8.5 24O '2« u I'200 OPT POOL l I 10 340 3'4* 0 0 400 O OPTPOOLHEATIl312407'4e0 O FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = O Optional 17,280 2,250 Name ? b o Amps Volts TA HP Line Neutral Other Appliance Summary8ta a - ---- ------- O O Optional 0 0 25a of Max Motor: Line is Sid Only; Neutral for Both Maximum .Phase Amps Volts 1 14 240 He Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Apple Phase Amps Volts a Max Motor Summary Standard only 840 0 SUMMARY Standard Line mm Neutral Total Total 48,754 16,984 Maximum Amperage 203 71 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total _ 40,402 16,984 Maximum Amperage 168 71 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: PSQ3096A-ENS - Park Sq, Hms./ WELLINGTON - 3096-A MiTek USA, Inc. Site Information: 6904 ParkeEastBlvd. Customer Info: PARK SQUARE HMS, Project Name: PSQ3096A-ENS Model: WELL IN}3Fi%1NSUITE Lot/ Block: 51 Subdivision: WYNDHAM PRESERVE Address: 2334 BLUE GROUSE LN. 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 roads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20141TP12007 Design Program: MiTek 2020 7,6 Wind Code: ASCE 7-10 [Ali Heighli Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 63 individual, dated 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. Seal# Truss Name Date 1 T9371467 4CJ1 8/29/1623 T9371489 E8 8/29/16 2 T9371468 4CJ3 8/29/1624 T9371490 E9 8/29/16 3 T9371469 4J5 8/29/1625 T9371491 E10 8/29/16 4 T9371470 4KJ5 8/29/1626 T9371492 F1 8/29/16 5 T9371471 Al 8/29/1627 T9371493 F2 8/29/16 6 T9371472 A2 8/29/1628 T9371494 F3 8129/16 7 T9371473 B1 8/29/1629 T9371495 F4 8/29/16 8 T9371474 132 8/29/1630 T9371496 F5 8/29/16 9 T9371475 C1 8/29/1631 T9371497 F6 8/29/16 10 T9371476 C2 8/29/1632 T9371498 F6A 8/29/16 11 T9371477 CJ1 8/29/1633 T9371499 F6C 8/29/16 12 T9371478 CJ3 8/29/1634 T9371500 F7 8/29/16 13 T9371479 CJ5 8/29/1635 T9371501 F8 8/29/16 14 T9371480 D1 8/29/1636 T9371502 F8A 8/29/16 15 T9371481 D2 8/29/1637 T9371503 F9 8/29/16 16 T9371482 E1 8/29/1638 T9371504 F10 8/29/16 17 T9371483 E2 8/29/1639 T9371505 F10G 8/29/16 18 T9371484 E3 8/29/1640 T9371506 FT1 8/29/16 19 T9371485 E4 8/29/1641 T9371507 FT2 8/29/16 20 T9371486 E5 8/29/1642 T9371508 G2 8/29/16 21 T9371487 E6 8/29/1643 T9371509 G3 8/29/16 22 T9371488 E7 8/29/1644 T9371510 G4 8/29/16 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is february 28, 2017. 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 ANSl1TP1 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 ANSIITPI 1, Chapter 2. 4 1 7 - 2 5 7 STATE OF MiTek USA. Inc_ FL Ce" 6634 6904 Parke bast Blvd. Tampa FL 33610 Date: August 29.2016 Albani. Thomas l of 2 RE: PSQ3096A-ENS - Park Sq. Hms./ WELLINGTON - 3096-A Site Information: Customer Info: PARK SQUARE HMS. Project Name: PSQ3096A-ENS Model: WELLINGTON 3096-A / ENSUITE Lot/Block: 51 Subdivision: WYNDHAM PRESERVE Address: 2334 BLUE GROUSE LN. City: SANFORD State: FLORIDA 45 T9371511 G5 8/29/16 46 T9371512 G6 8/29/16 47 T9371513 H1 8/29/16 48 T9371514 J5 8/29/16 49 T9371515 P 8/29/16 50 T9371516 J7G 8/29/16 51 T9371517 KJ5 8/29/16 52 T9371518 KJ7 8/29/16 53 T9371519 KJ68 8/29/16 54 T937152o Ll 8/29/16 55 T9371521 L2 8/29/16 56 T9371522 L3 8/29/16 57 T9371523 L4 8/29/16 58 T9371524 M1 8/29/16 59 T9371525 M2 8/29/16 60 T9371526 N1 8/29/16 61 T9371527 P1 8/29/16 62 T9371528 P2 8/29/16 63 T9371529 V1 8/29/16 2 of 2 lob iTruss Truss Type IQly ( Ply Park sq. Huts., WELL ING`ON - 3096-A T9"tTt48 PS03096A-ENS r4CJt ,1AfK (g 1 C?efosne(QptBP4_ Mid Florida Lumber, Bartow- FL 7.640 s Apr 19 2016 MiTek industries, Inc. Mon Aug 29 `a3 19.42 2016 Page `- ID emwhR1OvL27_4p?vpZM3zHy3IYx-nXpN42idm SvblrLYcQXSh EUZjgfs9Ef4Yody7lyj_nF 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip SOL 1-25 TC 0-08 TCDL 10.0 Lumber SOL 1,25 BC 0.01 BCLL 4.0 Rep Stress lncr NO WE 000 BCDL 10-0 Code FBC20141TP12007 (Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No -2 REACTIONS. (lblsize) 3=-91Mechanical, 2=13710-7-8, 4=91Mechanical Max Harz 2=23(LC 8) Max Uplift3=-9(LC 1), 2=-63(LC 8) Max Grav3=12(LC 8). 2=137(LC 1), 4=19(LC 3) FORCES. (lb) - Max- Comp./Max. Ten. - All forces 250 do) or less except when shown 2x4 1-0-0 DEFL. in too) Ildefl Lid Vert(LL) 0-00 2 - 999 240 Ven(TL) 0-00 2 =999 180 Horz(TL) 0,00 3 PIG nla Wind(LL) 0-00 2 "" 360 Scale= 1 6.2 PLATES GRIP MT20 2441190 Weight 5 lb -- FT = 0 % -- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rl TCDL=42psf, BCDL=3.Opsf; h=15ft. 6=45ft, L=24ff; eave=5ft, Cat- II; Exp B, Encl., GCpi=0.18. MWFRS (directional), Lumber DOL=1.60 plate grip DOL-1-60 2) This truss has been designed for a 10,0 pat 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 100 lb uplift at joint(s) 3, 2, 6) Truss is designed with, and confirms to the 2007 Florida Building Code w(2009 supplements WARNING - Verify dedgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil rev, 1010312015 BEFORE USE, Dosign valid for uss arty wdh MITek r connectors. This design is based only upon parameters shownand is for an Individual building component, not a truss system. Before use the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent bu€kling of ndividual truss web andfor chord members only. Additional temporary and permanent placing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrl€ationstorage, delivery erection and bracing of trusses and truss _systems. see ANSVTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information availaole from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22114. 1 Tampa, FL 36610 3b 'Truss iTruss Iype Qty JPly IPark Sq. rims: WELLINGTON- 3095 A 1 T9371468i « E;03096A ENS 4C t3 ;JACK 2 1 K lop a -- M Fipnda Lumber- Bartow F_ 7.&40 s Apr 19 2016 MiTek Industries- Inc. Mo r A g 219 ? 3 19 4"i 2v^76 Page t ID.emwhRlOvL27_4p?vpZtvi3zfiy31Yx-FkN I0b"Xm1 SM'rwiA82hDSOks3 wuhvEm SNVgKyj_nE 1-0-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in too) Udefl Lld TOLL 200 Plate Grip DOL 1.25 TC 0.12 Ved(Li-) 0-00 2-4 999 240 TCDL 100 Lumber DOL 1,25 BC 008 Vert(TL) 0 01 2-4 999 180 BCLL 00 Rep Stress Incr NO VVB 0,00 Horz(TL) 0.00 3 nta ma BCDL 100 Code FBC20141TP12007 Matrix) i Wind(-L) 0-00 2 360 LUMBER- BRACING - TOP CHORD 2x4 SP No -2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=59/Mechanical, 2=20310-7-8, 4=261Mechanical Max Harz 2=41(LC 8) Max Upllft3=- 19(LC 8), 2=-69(LC 8) Max Grav 3=59(LC 1), 2=203(LC 1), 4=53(LC 3) FORCES, (D) - Max. Comp -/Max. Ten- -All forces 250 (11b) or less except when shown. Scale = 1- 9.6 PLATES GRIP MT20 2441190 Weight- 11 lb FT = 0% Structural wood sheathing directly applied or 3-0-0 oc purlins Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind- ASCE 7-10, Vutt=140mph (3-second gust), Vasd=108mph, TCDL=4-2psf, BCDL=3-Opsf, h-15ft; B=45ft, L=24ft, eave=5ft, Cat- 11, Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1-60 2) This truss has been designed for a 10 0 lest 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 connectlons- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 3. 2- 6) Truss is designed with, and confirms to the 2007 Florida Building Code wl2009 supplements - WARNING - Yerify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE, Design valid for rise only with Miieks, connectors. This design is based only upon parameters shown, and is for an individual building component, not a miss system. Before use. the building designer mast verify the applicability of desgn parameters and properly incorporate this design into the overall bultdtng desi^ yn B —ng indroa c, c to prevent buckling of tdiv,duW truss web ardtor chord members only. Additional temporary and permanent bracing is always required for stabiidy and to prevent collapse with possible personal injury and property damage. For genera; guidance regarding the NOW tabricationstorage, delivery, erection and bracing of tnrsses end truss systems, see ANSIfTPH Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Satety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 36610 dab iTcu&s Truss Type Qty Ply Park Sq. Hms I VVEWNGTON 3096 =A 9s'1a69 PSQ3096AENS 4J5 iJACK Mid Florida Lumber, Bartow. FL. 7.6,40 s Apr 19 2016 MiTek industries no Men Aug 29 13: 19.43 2016 Page 1 ID.6yU3fM1X6LFriyZ5NHtIWy3lYw-FkNIIOiFXm1 SM7wIA82hDSOgv3xiuhvEmSNVgkyj_nE 1-0-0 - ..---------.._...------5-0-0 I 2x4 = Scaie = 1.12.9 LOADING (psf) BRACING- 2-0-0 CS_ DEFL. in loc Itdeft Ltd PLATES GRIP TCLL. 20.0 Plate Grip DQL 1,25 TC 0,37 Vert(LL) -0,03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,29 Vert(TL) -0.07 2-4 >809 180 I BOLL 0-0 Rep Stress Incr NO WB 0-00 HOrz(TL) -0,00 3 n/a hid BCDL 10.0 Code FBC2014fTP12007 Matrix) W€nd(I-6 0.00 2 "" 360 Weight: 17 In FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (Ibtsize) 3=128/Mechanical, 2=27510-7-8, 4=461Mechantcal Max Harz 2=59(LC 8) Max Uplift3=-47(LC 8), 2=-74(LC 8) Max Giav 3=128(LC 1), 2=275(LC 1), 4=93(LC 3) FORCES. (to) -Max, Comp./Max. Ten. -All forces 250 (to) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45t L=24ft, eave=5ft, Cat It: Exp B, Encl-, GCpi=O-18, MVVFRS (directional), Lumber DOL=t60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet 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 tail 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 Ib uplift at joint(s) 3, 2, 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - Vaulty design parameters and READ NOTES ON THIS AND INCLUDED Mil REFERENCE PAGE Mtt-7473 rev, 10/03/2015BEFORE USE. Design valid for use rely with MITek44 connectors. 'this design Is based only open parameters shown, and is for an Individual building component_ not a miss system. Before use, the building designer must verify the apple.bliity, of design parameters and property incorporate this design into the overall bonding design. Bracing indicated is to prevent buckling of individual truss web anuor choeo members only. Additional temporary and permanent bracing is always required for sports and to prevent collapse with possible personal injury and fin perry damage_ For general guidance regarding the fabncafianstorage, delivery, erection and bracing of trusses and truss systems. see ANSIITPH Quality Criteria, OSB-89 and SCSI Building China, onent 6904 Parke East Blvd. Safety Information availaole from Truss Plate institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Nampa. FL 36610 PS03096AENS - 41yJ' M d i-ior as Lumber- Badow, FL. 5 2 2x5 — Type 1 CRY i Pr/ 1 Park Sp Nms ! oo`E,_LiN TON - 3096-A T9s-,147t? TRUSS i.CA' s Apr 19 2016 Mil ek Industries, Inc Mon Aug 29 13. 19.44 2016 Page 1 ID 6yt13'MtX6LFriyZ5NHtIVVy31Ymr-twtx7VkiuI39J_WxkrawmfZ7jTCkd89N`1662CAyj_nD 3-1 t.10 - ------- 3 ----. .----_.-.__...-------_-- 1-4 Scale = 1 16.2 2.82 !-1-2- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20-0 Plate Grip DOL 1,25 I TC 0.81 Vert(LL) 0-12 2-4 666 240 TCDL 10-0 Lumber DOL 1,25 BC 0-62 Vert(TL) 0-29 2-4 279 180 BCLL 0.0 Rep Stress lour NO j WE 0-00 Horz(TL) 0-00 3 nfa nfa BCDL 10-0 i Code FBC2014/TP12007 Matrix) Wmd(LL) 0-00 2 360 L_ -- LUMBER- BRACING - 3 4 PLATES GRIP MT20 244,190 Weight :24lb FT = Ol TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=229/Mechanical, 2=271/0-7-8, 4=81/Mechanical Max Harz 2-54(LC 8) Max Uplift3=-79(LC 8), 2=-80(LC 8) Max Grav 3=229(LC 1),2=271(LC 1).4=148(LC 3) FORCES. (to) - Max. Comp /Max. Ten - All forces 250 rib) or less except when strewn NOTES- (7) 1) Wind; ASCE 7-10, Vulr=140mph (3-second gust) Vasd=108mph, TCC)L=4.2psf; BCDL=3.Opsf, h=15ft; B-45ft; L=24ft, eave=5ft; Cat- II, Exp B, Encl., GCpi=O-18; MWFRS (directional), 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 tali 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 Ib uplift at joint(s) 3, 2 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements, LOADCASE(S) Standard 1) Dead + Roof Live (balanced)_ Lumber Increase=125, Plate increase=L25 Uniform Loads (pit) Vert 1-5=-60 Trapezoidal Loads (plf) Vert: 5=0(F=30, B=30)-to-3--106(F=-23, B=23), 2=-2(F=9, B=9)-to-4=-35(F=-8, B=-8) WARNING - verify d sign pars r etere and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10103/2015 BEFORE USE. Design wfict for use onty with M lie conneclo 5. This design is based only upon parameters shown, and is for an individual building comps e ,. not a truss system. Before use. the b lld. g deaigne, rtu t -no the airebrab iiy of design carameters and properly incorporate this des qn into the overal build) q design. Bcacug indicate" is tc prevent euCl,l nq of nit vidual truss web andile chord meninners only Addit ona- temporaryand permanent bracing is always reduined for stability and to prevent collapse with possible personal mlury and property damage. For general guidance cegaiding the fabrication- storage, delivery, erect oe and bracing of trusses and €n,ss systems- soe ANSpTPH Quality Criteria, DSB-89 and Best Building Component Bivd. eEastSafety Information available from Truss Plate, Instaole, 218 N. Lee Street, Suite 312, Alexandria- VA 22314i . Tampa, Ci804 Parse East Job Truss I cuss Type: IQry (Ply (Park Sq. Hhb. WF_LLINGTON-3096-k T 3 1471 PSC13096A-ENS P1 GABLE 1 t IJo LiRSL Cgi r}> Mid Fbrida War mb, Bartow, FL. 7.640 s Apr 19 2016 M4Tek Industries, Inc. Mon Aug 29 13.19.45 2016 Page i ID. 6yU3fM1 X6LFYiyZ5NHtIVVy31Yw-B6VVj3kW3NHAcl37HY59it634thBMbZWEmsekdyj_nC 1 0 0 1(10 0 20-0-0 100 1G00 t 10- 0-0 1-0.0 Scale = 1.37.7 4,, 4 3x4 -= 22 21 20 19 18 17 16 15 14 3x4 1. 4 II 1x4 II 1x4 11 1x4 I 5x5 - 1x4 it 1.4 II 1x4 I) 1x4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL- in hoc) Udefl Lid TCLL 20.0 Plate Grip ROL 1,25 TC 0,07 Vert(LL) 0,00 13 mr 180 TCDL 10.0 Lumber DOL 1,25 BC 0,03 Vert(TL) 0.00 13 mr 80 BCLL 0.0 " Rep Stress Incr NO WB 0.05 Horz(TL) 0,00 12 ma rim BCDL 10.0 Code F6C201417PI2007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight 101 G FT = 0% TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 so purlins. ROT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 Do bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. to) - Max Herz 2=105(1-C 6) Max Uplift All uplift 100 to or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Grav All reactions 250 Ib or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES. ( lb) - Max_ Comp /Max_ Ten. - All forces 250 (lb) or less except when shown_ NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3Opsf, h=15ft, B=45ft, L=24ft, eave=2ft, Cat_ II; Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL-2 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 ANSI(TPI 1 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 as 6) This truss has been designed for a 10.0 psf 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 fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joints) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14_ 9) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements, WARNING- Venty design Para+neters and REAP NOTES ON THIS AND INCLUDED Mores REFERENCE PAGE Mif-7473 row. 1010312015 BEFORE USE. Design valid for use only with %-rolo , connectors. This design is bases only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer mtal verify the applicability of design parameters and properly incorporate this design into the overall building desian. Braang odlcated Is to prevent bucking of mdividuai truss web andtor rmord members only Additional temporary and permanent brae,`7g Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the -T fabricationstorage, delivery, w-noc and bracing or trusses and tars systems- see ANSVTPH Quality Criteria. DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available tram Truss Plate Institute. 2,18 N. Lee Street- Suite 312- Alexandrio,. Vt 22314. iTampa_ FL 3661G 1b buss I runs I ype lUty Ply Park Sq. Hms1 WELLINGTON- 309E-A T93 14 2 Q3096A-ENS A2 QUEENPOW w 1 - 0 o i I ___ j.1TS9 s`t) _ __.____ PitMid Elonda Lumber, Bartow FL. 19 2101 g_ 7 a Aptla7.f40 s ,vpr 19 2016 Mr rek lndastries. Inc. Man Aug 29 13.1 +.45 2616 Page t ID a82 Rsi29sfN i K68Ix_OX2iy31Yv-B6V Vi 3kW3N HAoi37HY591f6zBtW2MY4 WE m sckdy _nO r ? '0-0 -3-4 9G- -- _ -- 14-8-I v _ 20-0-0.__—_ Q.u_ 1-0-0 5-3-4 4-8.12 4-8-12 5-3-4 1-0-0 Scale = 1 37.0 4x4 4 3x4 = 3x4 5x6 LOADING (psf) SPACING- 2-0-0 iCSI. I DEFL.. in loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 125 TO 0.45 Vert(LL) 0_15 2-8 999 240 TCDL 10,0 Lumber DOL 1 25 BC 0,75 Vert(TL) 0,39 6-8 595 180 BOLL 0.0 Rep Stress lncr NO WB 0,21 Horz(TL) 0,04 6 nda n/a BCOL 10.0 Code FBC2014!TP12007 Matrix) Wind(LL) 0.03 2-8 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 89 to FT = 00A TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins BOT CHORD 2x4 SP No t BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=854/0-7-8, 6=854/0-7-8 Max Horz 2-105(E C 7) Max Uplift 2=-175(LC 8). 6=-175(LC 8) FORCES. 0b) - Max. Comp /Max. Ten- - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1256,`233, 3-4=957/181, 4-5=-957/181, 5-6=-1256/233 BOT CHORD 2-8=-139/1069. 6-8=-13911669 WEBS 3-8=- 333/124, 4-8=-55/561, 5-8--333/124 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vuit=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, 1-=15tt; B=45ft, L-24ft, eave=oft; Cat- 11, Exp B, Encl., GCpi=O.18, MWFRS (directional), Lumber DOL-1.60 plate grip DOL=1-60 3) This truss has been designed for a 1 OLD pet bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb} 2=175, 6=175 6) i'russ is designed with, and confirms to the 2007 Florida Building Code w=/2009 supplements Al WARNfN6 - Vsrrfy design Parameters and READ NOTES ON THIS ,4NL3 INCLUDED MtiEK REFERENCE PAGE 11,111-7477 rev. 10103/2015 BEFORE USE. Design valid for use only with Ml connectors. This design is based only upon parameters shown,. and is for an individual budding component. not a buss system. Before usethe b !lldtng designer must verity the app pith irty of design parameters and property incorporate this design into the overal- building design. Bracing tnd rated Is to prevent buckling of individual truss web andtor chard members only Additlona, temporary and perm —re bracing is always required for stability and to prevent collapse with possible persona; injury and property damage For general guidance regarding the NA Wtn;.aLom. storage, delivery, erection, and bracing of trusses due truss systems. see ANSIJTPII quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety lsrformafion available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Tampa_ PL 36610 PSQ3096A-ENS 1-0-0 1-0 0 Truss (Truss Tyne 61 (GABLE 31111-4 - 7-4-0 3-'1-4 3-4-12 4e4 Park Sal Hmsl WELLINGTON-3096-A T9371473 7.640 s Apr 19 2016 al Industries, Inc. Mon Aug 29 13:19 46 2016 Page 'I ID. a82Rs129sfNiK681x_OX2iy3lYv-fJ3twPlBgtiPIDSeKrGcOr4eCKHv2506g1-Qb9G3yi nB 3-4-12 3-11-4 1-0-0 Scale = 1 27.8 16 3x4 — 3x8 —. 3x4 =. LOADING (psf) SPACING- 2-0-0 CSi. DEFB. in too) Ifdefl L/d TCLL 20-0 Plate Grip DOL i_25 TC 023 Vert(LL) 0,05 6-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) 0.14 6-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0-02 6 n/a nta BCDL 10-0 Code FBC2014ITP12007 Matrix) Wind(LL) 0.01 8 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 OTHERS 2x4 SP No.3 REACTIONS. (Ibtsize) 2=64410-3-8, 6=644/0-3-8 Max Harz 2=-80(LC 6) Max Uplift2-135(LC 8), 6=-135(LC 8) FORCES. ( Ib) -Max. Comp./Max_ Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-929/169, 3-4=-709f132, 4-5=-709/132, 5-6=-929/169 BOT CHORD 2-8-94/792, 6-8=-941792 WEBS 4-8=-391417 PLATES GRIP MT20 244/ 190 Weight- 77 lb FT = O /i BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oe purlins. BOT CHORD Structural wood sheathing 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=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ff, B-45ft; L=2411, eave=off, Cat. 11, Exp B. End , GCpi= 0.18: MWFRS (directional), Lumber D0L=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 ANSI/TPI 1 4) Gable studs spaced at 2-0-0 Go. 5) This truss has been designed for a 10-0 pat bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 2=135, 6=135. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. WARNING - Verify design parareaars and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE Mt1-7473 rev. 1 P103l2015 BEFORE USE. Design valid for use only with MlTeke connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a trust system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall buildi. g des gr-. Bracing indicated is to prevent buckling or incLv d-z buss web andim chord members only. Additional temporary and permanent bracing NOW is always required forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance. regarding the fabrication, storage- delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and BGSI Building Component 6944 Parke East Sivd- Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22,14. 1 Tampa, FL 366101 I Fuss s I rods 1 ype Uty Ply :Park Sri Hrns i WELLINGTON - 3096-A I ri_r— 147 4 I B QUEENPQST nh FL 7.640 s Apr 192016 MlTek Industries, Inc. Mon Aug 29 13:19.46 2016 Page 1 ID.3l_cg422odzVYxGiUVhvmawy3(Yu-fJ3twPIBghP1DSeKrGCOr'4e' NWC351xaTQb9G3yj_nS 2-5-12 5-14-8 9_3 4 13-2-8 14-2-8 3-4-12 3-4-12 3-11-4 1-0-0 4x4 - Scale = 127.a 3 5x`; F See =_ — 3x4 - 3x4 -- LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in ioc) I/deft Ltd TCLL 20.0 Plate Grip SOL 1.25 TC 0.96 Verbl-L) 4.06 5-7 1999 240 TCDL 100 Lumber DOL 1,25 BC 0.48 Vert(TL) 0-18 5-7 853 180 BOLL 0.0 ' Rep Stress Incr NO WB Oil ( Hor-z(TL) 0.02 5 We nfa BCDL 100 Code FBC20147PI2007 Matrix) Nllnd(LL) 0.02 5 7 1999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 61 to FT 0 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 2x4 SP No -3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 So bracing - REACTIONS. ( lb/size) 8=514/Mechanical, 5=588/0-3-5 Max Harz 6=-70(LC 6) Max Uplif1,8=-85(LC 8). 5=-1271LC 8) FORCES, ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown - TOP CHORD 1-2=-613(121, 2-3-554/111, 3-4=-578/114, 4-5=-798/150, 1-8=-441195 BOT CHORD 7-8=-37/465, 5-7=-771678 WEBS 3-7=-13`290 NOTES- ( 7) 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4-2psf, BCDL=3-Opst, h=15ft; B=4511, L=2411; eave=4ft; Cat- 11, Exp B, Enc(.- GCpi=0.18_ MWFRS (directional), 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 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 100 U uplift at joint(s) 8 except (jt=lb) 5= 127, 7) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements. Al WARNING, Vent y design parvnre(ers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11411-7433 rev. 1010311015 BEFORE USE. Design valid for use only wilt, M,TePd connectors ibis design is based only upon parameters shown, and e for an individual building component, not a miss system Before use,. the building designer most verify the applicability of design parameters and properly incorporate this design into the o-tall building design. Bracing ind catec is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bra ing is always required for stabilitp and to prevent collapse with possible personal injury- and property damage. For general guidance regarding, the - chunGaten- storage, delivery. shorten and bracing of trusses and truss systems, see ANSIITP11 Quality criteria, DSB-89 and deal Building component t 6904 Parke dear Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. j Tampa. FL 38610 T russ t1 toss Type 1 Park Cat Hans; WELLING1 ON - 3096-A T9371475 PSQ2ca6A-ENS Ci IMONO HIP JQ jggp na . ................ . 7 W c Apr 19 2016 M,Tek Industries, Inc.Man A 29 13 19 47 2016 Page 1 ID 3L.cq422,)dzV7-xGjLlVhvmawv3fYu-7VdG711mb_XurcDWPz7dOlBKBhFiiqTlph4LJpVy_llA 1-0-0 5-0-0 3-0-0 4e7 Scale = 1 20 1 1 5x4 3 4 2.4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/def] Lid TCLL 20,0 Plate Grip DOL 1.25 TC 0,42 Vert(ILL) 0 02 2-6 999 240 TCDL 100 Lumber DOL 1.25 BC 0,35 Vert(TL) 007 2-6 999 180 BCLL 00 Rep Stress OCT NO VAB 0,17 Horz(TL) 0,01 5 n/a rho BCDL 100 Code FBC2014ITP12007 Matrix) Wind(LI-) 0.00 6 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 *Except* BOT CHORD 4-5 2x4 SP No.2 REACTIONS. (Ildrs[ze) 2=527/0-7-8,5=549/Mechancal Max Herz 2=91 (LC 8) Max Uplift 2=- 1 16(LC 8), 5=-1 42(-C 8) Max Grav 2=527(LC 1), 5=573(LC 13) FORCES, (11h) - Max Comp./Max. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 2-3=-565190 BOT CHORD 2-6=-1051453, 5-6=-102/462 WEBS 3-6=0/265. 3-5=-619/137 Sad = PLATES GRIP MT20 244/190 Weight 38 to FT = 01 Structural wood sheathing directly applied or 6-0-0 Do purlins, except end verticals Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- (9) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, lh=15ft, B=45ft, L=24ft, eave=,ht, Cat III Exp B. Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=l 60 plate grip DOL=1,60 2) Provide adequate drainage to prevent water pending 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 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 100 ft uplift at joint(s) except Ot=llp) 2=1 16, 5=142 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 In down and 86 lb up at 5-0-0 on top chord The design/selection of such connection devicets) 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) Truss is designed with, and confirms to the 2007 Florida Building Code %A2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1,25, Plate Increase=11,25 Uniform Loads (pit) Vert: 1-3=-60, 3-4101(1`=-41), 2-5=-34(1`=-14), Concentrated Loads (11h) Vert 3=-175(F) AWARAHNG- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411,7473 hre. 10,0312015 BEFORE USE. Do, sig, valid to, use only with WT dkS sch-ut— This desiq,,s asked only rp- parameters shown and is for an individual building component, not truss system. Boathouse the dWd,N designer must vione, the applicability of design parameters and property incorporate, this design into the overall s building design Braiding indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and penrianent oscine is always required for sponry and to prevent collapse with thes,lblid personal moony and property damage For apparel guidance, regarding the fabrication storage delivery, erection and bracing of Ints—, and truss systems see ANSIITP11 Quality Criteria, DSB-89 and post Building Component 6904 Fallen East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite, 312 Alay, done VA 22314 Tampa, FL 36610 Joh Tru PSQ3096A ENS iC2 r__-_._ Mid zionc.a camber. E3anaw- FL. Park SG. HmsJ VdEU INGTON - 3096-A 19371476 ! P 2I i 640 s Ap 19 2016 M TeK luddob— Ins Mon Aug 29 13 19 47 2016 Page 1 ID 3Lcg422odzVZxGjUVhvmawy3lYu-7VdG71Lmb_XurcDWPz7dOiBQOhBoa,Neph4LjpVyj_nA 1-0-0 3-5-12 - 2-11-4 5.7.0 4x5 = 1 5x4 111 3x4 = 7x6 - 6 4x4 = Scale = 124.6 LOADING (psf) SPACING- 1 0-0 CS1. DEFL. n loc} deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 25 TC 0.04 Vert(LL) 0.06 2 7 1999 240 MT20 244/190 TCDL 10-0 Lumber DOL 25 BC 0-73 Vert(TL) -0-16 2-7 577 180 BCLL 0-0 " Rep Stress Incr NO WS 0-53 Horz(iL) 0-00 6 nta n/a BCDL 100 Cade F3C2014.TP12007 (Matrix) Wnd(LL) 0.05 2-7 >999 360 Weight- 102 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 CC purlins, except BOT CHORD 2x6 SP No -2 end verticals - WEBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. dbisize) 6=1444/Mechanical.2=1239/0-7-8 Max Herz 2=56(LC 8) Max Up1it16=282(LC 5), 2=-218(t C 5) FORCES. (ib) - Max- Comp.,iMax. Ten- - All forces 250 (€b) or less except when shown. TOP CHORD 2-3=-11531204, 3-4=-1073/196 BOT CHORD 2-8=-201/994, 8-9=-201/994, 9-10=-201/994, 7-10=-201/994, 6-7=-204/1071 WEBS 4-7=-522/2778.4-6=-2596/494 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0-148"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 do Websconnected 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) Wind: ASCE 7-10, Vutt=140mph (3-second gust} Vasd=108mph, TCDL=4-2psf, BCDL=3 Opsf, h=15ft, 13=45ft; L=24ft. eave=oft, Cat. 11, Exp B, Encl-, GCpi=(L18, MWFRS (directional). Lumber DOL=1.60 plate grip DOL=1-60 4) Provide adequate drainage to prevent water pond'€ng. 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 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Refer to girder(s) for truss to truss connections 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except of=lb) 6=282, 2=218, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 to down and 129 lb up at 2-1-12, and 647 to down and 129 lb up at 4-1-12, and 1048 lb down and 208 Ib up at 6-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert 1-4=-30.4-5=-30 2-6=-10 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M11-7473 rev. 10.17312015 BEFORE USE - Design valid for use only with 6ATek@: connectors. Tttis design is based only upon parameters shown,- and is for an individual building componeni, not a truss system Refore use,. the oukhrig designer must verify file applicability of design parameters and property incorporate this dealgn into= the overall builaing des gn Bratung Ir licated is 10 prevent budding of indw aria truss web andto, chard members only. Adddionnai temporary and permanent bracing ip Is always required for st.tuiity and to prevent collapse with possible personal roil, and property damage. For general guidance regarding the fabricatio,h. sto=age, deliveryerection and bracing of trusses and truss systems- see ANSUTP11 Quality criteria, DS"9 and Best Building component g904 Parks East Blvd SafetyInformationavailablefromTrussPlateinstitute. 2'18 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa- Ft, 36610 Type jQty :Ply :Park Sp. Drnsl VVELLINGTON-3096-A T9371476 HIP ry 7.640 s Apr 19 2016 Mi1ek Induatries_ Inc. Mon Aug 29 13.19.4d 2C-16 Page 2 ID 3Lcg422cdzVZxGjUVhvmawy3iYri-bhBeL5mOMIffTrnoizheswVjbf4XlZgtzwk4GLxyj_n9 LOAD CASE(S) Standard Concentrated Loads (lb) Vert:9=-647(B) 9=-647(B)10=-1048(B) WARNING - Vorrfy dera an Parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTIH,8 connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before risethe building designer must verify the applicability of design parameters and properly incorporate this design Into the overall banding design. Bracing indicated is fo prevent buckling of individual truss web and/or chord members only. Additional Temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems.. see ANSIiTPM Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3C610 Job 7 ru PSQ-5096A-ENS CJi M d Fionda LumQer. &artow. FL.. Type on, IPiy (Park Sol Hires .+WELLINGTON-3096-A T9371477 16 640 s Apr 19 201E Mi i ak Industnes_ Inc. Man Aug 2A 13 19 4H 2O16 Page 1 ID 3Lcg422odzV'x GjUVhvmawy3lY;;-t)hiBel-5mOMlf(TR)oizheswVjzz4iGZy8zwk4GLxY7_n9 LOADING (psf) iSPACING- 2-0-0 CST. DEFL. in loc) Ildefl Ud TCLL 20.0 Plate Grip DOI 1.25 TC 0,16 Ved(LL) 0.00 2 999 240 TCDL 100 Lumber DOL 1,25 BC 001 Vert(TL) 0,00 2 999 180 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(TL) 0,00 3 n/a nta BCDL 10.0 Code FBC2014ITP12007 Matrix) Wind(LL) 0,00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-43tMechanical, 2=19710-7-8, 4=9JMechanical Max Horz 2=43(LC 8) Max Uplrf13- 43(LC 1), 2=-103(LC 8) Max Grav 3=37(LC 8), 2=197(LC 1), 4=19(LC 3) FORCES. (to) - Max_ Comp,/Max. Ten. - All forces 250 (Ib) or less except when shown_ Scale = 1: 8.1 PLATES GRIP MT20 244t190 Weight, 6 lb FT = 0 f BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purfins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL-3-Opsf, h=15ft, 13=451t; L=24ft. eave-5ft, Cat. II, Exp B. Enci_, GCpi=O-18, MWFRS (directional), Lumber DOL=1.60 plate grip DOLml 60 21 This truss has been designed for a 10.0 psf bottom chord live Load nonconcurrent with any other live Toads. 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 100 lb uplift at joint(sl 3 except Ot=lb) 2=103 6) Truss is designed with, and confirms to the 2007 Florida Building Code w='`2009 supplements- m. WARNING - Verifp tlesrgn pararnePors anU READ NOTES ON THIS AND INCLUDED MfFEK REFERENCE PAGE 11411-7473 rev. t PlII3,2015 EEFGRE USE. Design valid for use only with Wiener, connectors. This design is based only upon parameters shown and is for an individual building component. not a truss system. Before use, the buiidinq designer must verify the applicability or design parameters and properly Incorporate inis design into the overall budding design. Bracing indicated is to Prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing is always naco-ci for stability and to prevent collapse with possible personal injure and property damage. Poi generni guidance regarding the _ fabrication, storage. doi very, erection and bracing of threads and truss systems. see ANSIITP11 Quality Criteria, PSB-8A and Best Building Component 6904 Parke- East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss CJ3 Bartow.^FL. _.. Park Sri Hms F WE`_LINGTON - 3096-A 16 T9371478 7.640 s Apr 19 2016 MrTek Industries- Inc. Mon Aug 29 13. 1948 2016 Page 'I IC. XXACH030OGdOZQIg2PQ%77y3iYt-bhBeL5mOMlflTrooszheswVjY24h5ZyHzwk4GLxy _n9 1-5-0 3-0-0 I Seale = 1 13-3 LOADING(ps) SPACING- 2-0-0 CSh DEFL. in loci I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 2511,25 TO 0,22 Veh(LL) -0 00 2-4 >999 240 1 MT20 244/190 TCDL 10.0 Lumber DOL 1 BC 0,08 Vert(TL) -0.01 2-4 >999 180 BCLL 0-0 Rep Stress Incr NO WB 0.00 Horz(TL) -0-00 3 n.ta nfa BC DL10,0 Code F B C 2014i P I2007 Matrix) Wiind(LL) 0.00 2 360 j Weight- 12Ib FT 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=45/Mechanical, 2=24310-7-8, 4=26fMechanlcal Max Herz 2=70(LC 8) Max Uplift 3=19(LC 5), 2=-88(LC 8) Max Grow 3=47(LC 13), 2=243(LC 1), 4=53(1-C 3) FORCES. (to) - Max. Comp.fMax. Ten - All forces 250 (Ib) or less except when shown NOTES-(6) 1) Wind- ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf_ BCDL=3 Opsf, h=15ft, B =45fi, L=24ft, eave=5ff; Cat II; Exp B, Encl., GCpi=0.18, MWFRS (directional), 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 100 to uplift at joint(s) 3, 2, 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - Vorffy design parer—ekta, and READ NOTES ON THIS AND INCLUDED MiTEM REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, Design valid for use only wah MITeno, connectors. This des qn is based only upon parameters shown, and Is for an individual building componentnot a truss system. Before use,.. the building designer must verify the apphnabitty of design parameters and properly incorf orate this design Into the overall building design. Erasing indicated is to prevent biickiing of a v dua' ross web andtor chord members only. AddiConal temporary and permanent bracing is always required for stability and to prevent collam er with possible persona. injury and property damage. For genera: guidance regarding the - i fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality criteria, D58-89 and Best Building Component 6964 Parke East Blvd. Safety information available from Truss Plate Institute- 218 N. Lee Street, Suite M2, Alexandria, VA 22314. ( Tamoa. FL 36610 Job Truss PSQ3096A-ENS GJ5 Mid Flondo Lumoer. Barone --___- FL Park Sq. Hms t WELLINGTON - 3096-A JACK t0i dl—"-- 7.640 s Apr 19 2016 %Tek Industnes- Inc. Mon ID. XXACH03QOGdQZQig2PQ?77y31Yt-4ti<OYRn07cnc4wNvV 5..0-0 5-0 5 0-C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In toe) I/def! Lld TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vel-I 0.03 2-4 999 240 TCDL 10-0 Lumber DOL 1.25 BC 0-29 Vert(TL) 0-07 2-4 809 180 BCLL 00 Rep Stress Incr NO WB 000 Horz(TL) 0 00 3 nta n=`a BCDL 10.0 Code FBC20141TP12007 Matrix) Wnd(LL) 0-00 2 360 LUMBER- BRACING - T9371479 7IP0690gat0yj_n8 Scale = 1 18 3 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 01K, TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=119/Mechanical, 2=30810-7-8, 4=46/Mechanical Max Harz 2=98(LC 8) Max Uplift 3--51(LC 8), 2=-84(LC 8) Max Grav 3=119(1-C 13), 2=308(LC 1), 4=93(LC 3) FORCES. (to) - Max- Come /Max. Ten_ - All forces 250 (Ib) or less except when shown_ NOTES- (6) 1) Wind ASCE 7-10. Vuit=140mph (3-second gust) Vasd=10&mph, TCDt-=42psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=5ft. Cat- 11, Exp 6, Encl.. GCpi=0.18, MWPRS (directional); Lumber DOL=1.60 plate grip DOL 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 Toad 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 100 lb uplift at joints) 3, 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE II rev. 1010312015 BEFORE USE. Design valid for use only with MiTekQF connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the buiidng designer must verify the applicability of design parameters and property incorporate the design into the overall buiidmI; design. t3racn9bril-teA is tc prevent buckling of ind rdua= truss web andmr chord members only. Addi a. al temporary and pernlanent bracing s always required for stability and io Prevent calatess with p s'ble personal rnlury and property damage. For genera, guidance €egam'hq the RIC, fabricationstorage, delivery, erection and bracing of trusses and truss systems. see ANSIITP11 Quality Criteria, DS6-89 and BCar Building Component 6904 Parke East Blvd. Safety intora ion available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Fru PSQ3096A-ENS (DI I Mid lida-Lumber. . ..... .. Barlow, —FL 10 - P 1 - I1co 2x4 = Park So Hdr,, 1 VID LING TON- 3096-A T9371480 7.640 s Aid, 19 2016 Mii old industries Inc.sb- Aug 29 1:3 19 at' 201p ',age I ID ?jkaVk429alHBadc6yEgl-y31Ys AtkOYRnO7cnc4wNvWO95TjGbfUyilPR690qpt0yI n8 Scale 1 15 4 4x4 6.8, NA1720HS li LOADING (pso i SPACING- 2-0-0 CS1, I DEFL. in too) Eclefl Lid TCLL 20,0 Plate Grip DOL 1 25 TC 0,74 i Verbl-L) 0,04 2-7 999 240 TCDL 10,0 Lumber DOL. 25 BC 044 Vert(TL) 0,14 2-7 1522 180 BCLL 0,0 Rep Stress ]nor NO WB 006 i Horz(TL) 001 9 Na n/a BCDL 100 Code FBC2014f7PI2007 Matrix) i Wind(LL) 003 2-7 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No 2 REACTIONS. (lb/size) 2=427/0-7-8, 9=42410-1-8 Max Horz 2=60(LC 8) Max Uplift 2=-96(1-C 8). 9=-96(LC 8) Max Cray 2=427(LC 1), 9=440([-C 13) FORCES. (lb) - Max Comp/Max. Ten - All forces 250 0b) or less except when shown TOP CHORD 2-3-363/45. 3-4=-303/52 BOT CHORD 2-7=-59/303, 6-7=-52/304 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 28 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing, NOTES- (11) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vas&108mph, TCDL=4,2psf, BCDL=3 Ofisf, lb=15ft; B=45111 L=24ft, eave=zift, Cat 11, Exp B, Encl., GCB=0 18, MVv`FRS (directional), Lumber D0L=1 60 plate grip DOL=1 60 2) Provide adequate drainage to prevent water pending 3) All plates are MT20 plates unless otherwise indicated 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 6) Bearing at joints) 9 considers parallel to grain value using ANSIITPI 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) 9. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Its uplift at joint(s) 2. 9 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 In down and 74 In up at 5-0-0 on top chord The design/selection of such connection devices) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 11) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase= 1 25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 2-5=-32(`=12), 1-3=-60, 3-4=-96(1`=-36) Concentrated Loads (D) Vert 3=-175(F) AWARNINC- verify d—dau p—.0-a and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1611-7473-, 10103/2015 BEFORE USE. Design yand for use only with NhTeke correctors This design s based only upon Parameters shown, and is for an individual building component, no! a truss system Before use the burning designer must verify the applicability of design parameters and properly Incaroorale this design mr,the overall so, stability and to prevent ntclaidso with possible personal infury and property damage For general guidance regarding the aq, tru,ldingdes,gh Additional temporary and permanent bracing is are 0 sublIcall- Storage 001-ly erect— and bracing of trusses an,, truss systems see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available. has, Truss Plate Institute 218 N. Lee Street Suite 312 Alexandria VA 22314 Tamsr. FL 36510 Sq nime WELLINCTON - 3096,A T9371481 PS03096A-ENS jD2 M-16-171ohnia 1-m-rabo, Ratio., FL 1 TRUSS 1-0-0 6-8-0 2,,l =_ 7.640 s Apr 19 2016 MiTek Industries, Inc Mon Aug 29 13 19 49 2016 Page. 1 ID '>IkaVk429aiHBattc6yEgLy31Ys-4tkOYRnD7cf1c4wNvWO95TjGgBL)xmIP0690qptOyj_n8 LOADING (psf) SPACING- 2-0-0 i CS1. DEFL. in fee) I/defl Ltd TCILL 200 Plate Grip DOL 1 25 TC 045 Ved(I-1-) 007 2-5 999 240 TCDL 100 Lumber DOL 1.25 BC 0,50 Vert(TL) 018 2-5 1411 180 BCLL 00 Rep Stress Incr NO WB 000 Horz(TL) 001 7 n/a nl/a BCDL 100 Code FBC2014./TP12007 Matrix) VVind{-L} 000 5 999 360 LUMBER- BRACING- 4x6 3 Scale = 1 16.3 7 P? PLATES GRIP MT20 244/190 Weight 2 7 to FT = 0% 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 verticas WEBS 2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No,3 REACTIONS, (Itersize) 2=338/0-7-8, 7=220/0-1-8 Max Harz 2=71 (LC 8) Max Uplift 2=- 82(LC 8), 7=-40([-C 8) FORCES, (1b) - Max Comp,,Max, Ten. - All forces 250 (11h) of less except when shown- NOTES- (7) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3 Opsf, h=l 5ft, B=45ft, L=24rft. eave=4ft. Cat 11, Exp B, Enci , GCpi=O 18, MVVFRS (directional), Lumber DOL=l 60 plate grip DOL=l 60 2) This truss has been designed for a 10.0 psf bottom chord live load monconcurrent 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) Bearing at joint(s) 7 considers parallel to grain value using ANSIrTPI 1 angle to grain formula Building designer should verify capacity of bearing Surface 51) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements, AWARNING -Verity elithugovaramoners and READNOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11,7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTekx connectors. This design is based only upon parameters shown and is tw an individual building component, not miss system Perrone use. the Inctchnig designer mrod verify the applicability of design harameters and property incorporate the design mr, the overall oultd1radeboll B,.rnng rud,caport isl.prevent burkhog afnnfi,yjrat tuns web rTo/o, chord members only. Additional temporary and permanent bracing s aba.yy hmn-0 tot Mclblhty and to creverl collapse. with possible personal injury and property damage. For genera: guidance regarding the NOW abrimalon slag age- delivery eredron and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, DS8.89 and Bost Building Component 6904 Pyshv Ebert Blvd Safety Information available from Truss Flare institute 218 N. Lee Street Suite 312 Alexandra, VA 22314 Tampa FL 36610 Truss Truss Type !uty l Ply park Sq. Hms t NIEt- INGTON - 3096.A T9371482 Q3096A ENS IEl !HIP wj-ltZ,€3 fere i4pS!4.'"La1,i_ i Mid Pbnda Lumber, Bartow, FL. 7.640 s Apr 19 2016 Mirek Industries. ine. Man Auc 29 13-19 51 2016 Page 1 ID. Tviyi45gwut8okS3AgTTCYy3lYr-OGsmz7oHfD1 KKDXHepCZY8Lz4IXVm9PPehJwyGyyn6 if E_q3,94 7-0,0 135-2.._ 0-0-0 26-6-14 ._.__. 33-0-0_--_____^ 46.2_`-.2,.._ 40.0041-O-1 1-0-0 3-9-4 3-2-12 -- 6-5-2 6-6-14 6-6 14 6-5-2 3-2-12 3-9-4 1-010 Scale = 1 70.4 6x6 6 00 (12 17 2x4 7x8 = 2x4 6x9 - 5 18 6 197 20 6 4x6 = 16 15 14 13 12 axis = 414 — 700 MT20HS — 2x4 Il 700 MT20HS - 4x4 r----7Q4--------- F_...._._._1_.2_-._--- 2 614 1------- ---_ 4Q 7-0-o 6-5-2 6-6146-8-14 s-5-2 7-0-0 0- 2 PlateOffsets ,j6_0 4-0 0-4-81.(8 0 3 0 9:2 ri-110;-0 0-0-3 JIfj 0 4-12.6 4 6j_0 4-12 0-481 LOADING (psi} SPACING- 2-0-0 CS1. DEFL, In loc) Ildefl Ltd PLATES GRIP TCLL 20- 0 Plate Grip DOL 1,25 TC 4.61 Ve (LL) 0 34 14 >999 240 i MT20 244,1190 TCDL 20. 0 Lumber DOL 125 BC 0-87 Vert(TL) -1.11 14 -428 180 MT20HS 87t143 BCLL 0- 0 Rep Stress Incr NO WB 0-87 Horz(TL) 0.23 10 nta nta BCDL 10. 0 Code FBC2014==7Pi2007 (Matrix) Wnd(LL) 0.26 14 >999 360 i Weight: 509 to FT = 0 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. 4-6, 6-8: 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. BOT CHORD 2x6 SP No.2 `Except" 13-15: 2x6 SP No,1 WEBS 2x4 SP No.3 `Except' 4-15. 6-15,6-13,8-13 2x4 SP No -2 REACTIONS, (lb/ sore) 2=4324/0-3-8, 10-3815t0-3-8 Max Herz 2=85(LC 7) Max Uplift2=- 718(LC 8), 10=-616(LC 8) Max Gray, 2=4338(1-C 13), 10=3815(LC 1) FORCES. (to) - Max. Comp./Max. Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=-875671474, 3-4=-866911479, 4-17=-11941/2051, 5-17--11944/2050, 5-18=11941/2049, 6-18=- 11941/2049, 6-19=-12016/1959, 7-19=-12016/1959, 7-20=-12018/1959, 8-20=-12016/1959, 8-9=-761411208, 9-10=-7760t1221 BOT CHORD 2-16=-1251t7784, 15-16=-1241t7815, 14-15=-2138,'13440 13-14=-2138113440, 12- 3-98916817, 10-12=-103016839 WEBS 4-16=0,/439, 4-15=-782f4836, 5-15=-1214t347, 6-15=-1735{232, 6-14=0r`437, 6- 13=-1698/333, 7-13=-858f232, 8-13=-965t5947, 8- 12=01283 NOTES- (12) 1) 2-ply truss to be connected together with 1 Do (0.148"x3") nails as follows. Top chords connected as follows. 2x4 - 1 row at 0-9- 0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 Go, 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) Unbalanced roof live loads have been considered for this design_ 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4-2psf, BCDL=3-0pst, h= 15ft, 6=45ft, L=4011; eave=5ft: Cat. !I; Exp B, Encl-, GCpi=O-18, MVVFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending- 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf 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 100 lb uplift at joints) except (t= lb) 2=718, 10=616. 10) Girder carries hip end with 13-4-12 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. e+ WARNING -Verity design param®Pers arrtl REAR NOTES ON THIS AND INCLUDED MfFEK REFERENCE PAGE Rffl-7473 rev- 10103.7015 BEFORE USE. Design valid for use only with prTl connecters. This design is based only upon parameters shown. and Is for an individual building component. not a truss system. Before usethe building designer must verity the applicability of design parameters and properly incorporate tns design Into the overall lounging design. B a or; iodieated is to prevent trucking of Ind vidua- b.- —is andror chord members only. Additional temporary and permanent bracing os is always rso ed for stability and to prevent coindese with possible personal injury and property damage. For general guidance regarding the M - " fabneaAonstorage. delivery- erection and bracing os Iru ssasandtrusssystems. see ANa1TPi1 Quality Criteria, DSB-89 and scar Building Component 69p4 Parke East Blvd. Safety Information available from Truss plate Institute, 218 IS -as Street. Suite 312. Alexandria. W, 22314 tamps. FL 36610 Truss iTruss Type Qty Ply =Park So Hms WELLINGTON - 30%-A 19,71482 NS El HIP i 2 Jon- RP-LqLq - -- ----- 1i Bad— FL 7.640 s Apr 19 2016 MiTek industries, Inc Mon Aug 29 Q 19.51 2016 Page 2 ID I vryn45c .1wut8okS3AqTTCYy3lYr-OGsmz7oHfD I KKDXHepCZYBLz41XVm9PPctiJwyGy,,,_F)6 NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided Sufficient to support concentrated load(s) 616 In down and 169 Ith up at 7-0-0 on top chord, and 1007 Ib down and 135 lb up at 26-7-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 12) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead 4 Roof Live (balanced). Lumber ncrease=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-4=-80, 4-7z-1 74(F=-94), 7-8=-80, 8-11 =-80, 2-13=-44(1`-24), 10-1 3=-20 Concentrated Loads (to) Vert 4=-513(F) 13=-1007(F) WARNING - Verity design in —note— and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mfl-7473 te, 1010312016 BEFORE USE, Design valid for use only with is,Tek(loconnectors. This design is based only upor, examense shown, and is for aund,velcal building co.rupouent not a truss system Before use the building residue, mostverity` the apiThcabifity of design mi—shoi, and properly incorporate this design into the overall nuildingdes'9n Bracing rovocaled is to prevent buckling of individual truss web antror snond members only Additional temporary and perriane.p.tbracing is aMays required for stability and is prevent collapse will, possible personal injury and pn,p-ty clat—go F., general guidance naganling the fabrication storage, onflivery, erection and bracing of trusses one truss systems see ANSIfTPH Quality criteria, DS"S, and BCS1 Building Component 6904 Parke East Blvd Safety Information available from ;cuss Plate institute 218 N Lee. Street. Suite 312 Alexandra. VA 22314 Tames FL 36610 Job Truss Truss Type I Qty Ply Park Sq. Pons / WELLINGTON - 3096-A i T9371493 I PSQ3096A-ENS ,E2 Ho t Mid Florida Lumber, Bartow. EL. 7.640 s Apr 19 2016 MTek Industries, inc. Man Aug 29 13.19:52 2016 Page 1 ID Tvly i45gwut8okS 3AgTTCYy 3(Yr-U SQ9BTpvQXAAx N6TCXjo5L.0 7 WitB VfB Yr L2TUjyj_n5 14-5-2 „- 20-0-0 25-6-14 31 0 0_ 35-2-12 40-0 0 _ 1- 0-0 4-9-4 4-2-12 5-5-2 5-6-14 5-6-14 5-5 2 4-2-12 4-914 'I-0-0 Scale = 1.70 8 4" C53 5x5 600112 4 17 3x4 ==- 5x5 = 3x4== 5x5 _ 5 18 6 t 19 20 8 3x5 = 16 15 14 13 12 3x5 = 3x4 -' 3x4 - 5x8 - 3x4 - 3x4 - LOADING (psf) SPACING- 2-0-0 CST- DEFL. in loc) Ildefl Lld TCLL 20-0 Plate Grip DOL 125 i TC O.70 Vert(LL) 0.27 14 999 240 TCDL 20,0 Lumber DQL 125 BC 0-84 Vert(TL) 0-88 14-15 539 180 BCLL 00 Rep Stress incr NO WB 0.51 Horz(TL) 0.25 10 nfa n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Wnd(LL) 0.19 14 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD BOT CHORD 2x4 SP NoA BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (ib?s€ze) 2=2077/0-3-8.10--2077/0-3-8 Max Harz 2=106(LC 7) Max Uplift2=-305(LC 8), 10=305(LC 8) FORCES. (to) - Max. Camp./Max. Ten_ - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3817/533, 3-4=-3497/491, 4-17=4021/599, 17-18=-4021/599, 5-18=4021/599, 5-6=4365/643, 6-7=-43651643, 7-19=-40201599, 19-20=-4021/599, 8-20=-4021/599, 8-9=-3497/491, 9- 10-3817/533 BOT CHORD 2-16=409/ 3328, 15-16=-317/3051, 14-15=-453/4021, 13-14=-453/4021, 12-13=-317/3051, 10-12=-409/3328 WEBS 3-16=-324/104, 4-16=-4/406, 4-15=-176/1338, 5-15=-766t141, 5-14 -57/503, 6-14=-445/109- 7- 14=-57/503, 7-13-7661141, 8-13=-176/1338, 8-12=-4t406, 9-12=-324/104 PLATES GRIP MT20 244/190 Weight- 211 Ib FT = 0 l Structural wood sheathing directly applied or 2- 4-1 oc burns. Structural wood sheathing directly applied or 9- 4-10 oc bracing NOTES- (7) 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph ( 3-second gust) Vasd=108mph, TCDL=42psf; BCDL=3.Opsf, h=15ft, B=45ft, L=40ft, eave=5ft. Cat. 11, Exp B, Encl , GCpi=O 18, MWFRS ( directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 eat 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 100 Ib uplift at joints) except 0t=B) 2=305, 10=305 7) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements_ WARNING - Verity dasign parameters and REAL? NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,11E7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeks connectors. This desire is based only upon parameters shown. and Is to, an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall bu6dirg design. Bracing indicated is to prevent buckling or rudividual buss web and/or chord members only. Additional temporary and permanent bracing is always rag ad for stability and to prevent eoilapse. with Possible personal injury and property damage. For general guidance regammy; the IF, fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 21a N. -eaStood sure 312, Alexandria, VA 22314. Tampa. FL 36610 I cuss q I rues I ype l Qty !Ply ! Park Sq liens i VdELLINGTQN - 3096-A ss .NS jHs 1a11P 1 T93714¢ 41 Iwo a Lumber_ Bauo,e F .--- - --- 7.W s Apr 19 2016 MiTek Industries, uric. Mon Aug 29 13: 19.53 2016 Page t ID x6rKvQ5PiB?-,Qt1 FkX_iin1y31Yq-yf_XQogXBq I1 ZXhgIE E i dZR F F5BrE8Xi4?c 1 O9y_n4 17= p 2-9-0— 34-2-12 - 46-,6& C- O a 9 4 5-2-12 6-0-0 6-0-0 6 0-0 5 2-12 5-9-4 1-40 reate = 1 7 C.7 5x5 -- 4 16 3x4 = 3x4 = 5x5 -- 5 6 17 3x6 = 14 1s is a to zi 12 11 3x6 = 1 5x4 II 3x8 = 50 3,, 8 -. 15xvi !'. LOADING ( psf) SPACING- 2-0-0 CSL I DEFL. in (loci I/deft Ltd TC! L 20-0 i Plate Grip DOL 1,25 TC 0-89 Vert(LL) 0.25 13-14 999 240 TCDL 200 Lumber DOL 1,25 j BC 0.94 Vert(TL) 0,84 13-14 567 180 BCLL 0.0 " Rep Stress Incr NO WB 0.38 Horz(TL) 0.25 9 n/a nta BCDL 100 Code FBC2014fTP12007 Matrix) Wrid(LL) 0.15 13 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight 208 Ib FT = 0% TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 1-11-7 oc purtlns_ BOT CHORD 2x4 SP No 1 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS 2x4 SP No WEBS 1 Row at midpt 5-14, 6-12 REACTIONS, ( lb/size) 2=2077/0-3-8.9=2077/0-3-8 Max Harz 2=115(LC 7) Max Uplift2=-305(LC 8), 9=-305(LC 8) FORCES. ( Ib) - Max. Comp.,/Max_ Ten - All forces 250 (lb) or less except when shown_ TOP CHORD 2-3=-3849,/515, 3-4=-3311/480, 4-16=28531454, 5-16=-2852/454, 5-6=-3541/533. 6-17=-28521454,7-17=-2853/ 454,7-8=-33111480,8-9=-3849/515 BOT CHO€FD 2-15=-388/ 3327, 14-15-388f3327, 14-18=-37513489, 18-19=-375t3489, 13-19=-375,`3489, 13-20=-375/3489,20-21=-375t3489,12-21=- 375/3489,11-12=-388/3327, 9-11 =-388,3327 WEBS 3-14=-521/121, 4-14=-102/987, 5-14=-960/128, 6-12=-9601128, 7-12=-102,1987, 8-12=521/121 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=5ft, Cat 11, Exp B; Enci , GCpi=0.18, MWFRS (directional), Lumber DOL=1. 60 plate grip DOL=1 60 31 Provide adequate drainage to prevent water pending_ 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 = 10.0psL 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb) 2=305, 9=305 7) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements. WARNING - Verity design paranrefers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rev. 1 P1p3f2015 BEFORE USE. Design vaild for use duty with M:Teke connectors. This design is based only upon parameters shown, and is for an individual butiding component, not a truss system. Before use. the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated is to prevent buckling of individual truss wet, anceor chord members ony. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury .,,it property damage. For general grn(lame regarding the Raw fabrication. storage. delivery, erection and bracing of trusses and truss systems_ see ANSIITP11 Quality Critel OS6-b9 and SCSI Building Component 6904 Parke East Blvd Safety Information available r om Truss Plate institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 36610 QtY ply Park Sri Free l WELLINGTON - 3096-A 19371485 Old Florida Lumber Bartow, FL 7.640 s Apr 19 2016 Mil ek Industries Inc Men Aug 29 13 19 54 2016 Page I ID x6rKvQ5lhB??Qtl FkX_Hmy3lYq-QrYvb8r9x8QuBhGsJxIGAm,-PlVclzZ5rl`XaZbyi,_,n3 9-4, --q- -0 — ----- 0- 9-P - 33,2 12 40-0 ir -C-o 6-9,4 6-2-12 7-0-0 7-0-0 6-2-12 i-0-0 Scale = 1 70 8 5X6 =_- 4 13 1 5X4 "X6 5 14 6 o 3X5 = 12 15 16 It) 3x5 3x4 5x8 3x4 LOADING (psh i SPACING- 2-0-0 CSI. TOLL 200 Plate Grip DOL 1,25 TC 0.94 TCDL 20,0 Lumber DOL 1,25 BC 0.58 BCLL OD Rep Stress Incr NO WE 0,48 BCDL 100 Code F13C2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No 1 'Except* 4-6 2x4 SP No,2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=2077/0-3-8, 8=207710 3-8 Max Harz 2=134(LC 7) Max Uplift 2=-305(LC 8). 8=-305(LC 8) DEFL, in (loc) I/defl Lid Vert(LL) 0,26 11-12 999 240 Vert(TL) 030 11-12 678 180 Harz(TL) 018 8 n/a n/a Wind(LL) 011 11 999 360 BRACING- TOPCHORD BOT CHORD FORCES. (to) - Max. Comp./Max Ten- - All forces 250 (lb'i or less except when shown TOP CHORD 2-3=-3760/523,3-4=-3358/491, 4-13=-3068/494,5-13=-3068/494,5-14=-3068/494, 6-14=-3068/494, 5-7=-3358/493, 7-8=-37601523 BOT CHORD 2-12=-387/3314,12-15=-253/2714, 15-16=-253/2714,11 16=-253/2714,11-17=-25312671, 17-18---253/2671, 10-18=-253/2671,8-10=-387/3247 WEBS 3-12=-477/157, 4-12=-52/672, 4-11 =-54/682, 5-11 =-578/132, 6-11 =-54/682, 6-10=-52/672, 7-10=477/157 PLATES GRIP MT20 244/190 Weight 199 L FT = 0% Structural wood sheathing directly applied. Structural wood Sheathing directly applied or 10-0-0 oc bracing NOTES- (7) 1) Unbalanced roof live loads have been considered for this design 2) 'Atind ASCE 7-10, Vult=140mph (3-second gust) Vasd=`Oiimnph, TCDL=4 2psf, BCDL=3 Opst li 13=45ft. L=24ft, eave=5ft, Cat 11, Exp B, Encl., GCpi=O 18, MW`RS idirectronal), Lumber DOL=1.60 plate grip DOL=l 60 3) Provide adequate drainage to prevent water pending 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 BC DL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 th uplift at joint(s) except Ut=lb) 2=305, 8=305 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements i WARNING - Verity greater, parameters ad READ NOTES ON THS AND INCLUDED JOLTER REFERENCE PAGE MIF7473 rev_ 10103/2015 BEFORE USE. Design valid for use only with MiTess, connectors. This design is based only upon parameters spawn and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent laureling of individual truss wed andier chord members only AdditionalInaemarient bracingtemporaryand is ietes required for stability and to prevent collapse with possible personal injury, and property damage For general guidance regarding the 0 fabrication, storage delivery erection and bracing of trusses and truss systems see ANSIrTlort Quality Criteria. DS"9 and SCSI Building Component 6904 parka Fort Blvd Safety Information available from Truss Plate. Ineitme 21F N. Lee Street Sund 312 Alexandre VA 22314 Tampa F(.. 36610 Job i T_uss Type 'Oty Park So Nnnsr WEL INGTON 3096-A PSQ3096A ENS E5 Truss MIR i1 Ply T937148G a er-._ Mid Florid, Lumb, Barlow, F(.. 7.840 s Apr 29 2016 M17ek Industries, he hflon Aug 29 13. 19.55 2016 Page 1 ID. x6rKvQ5lhB^9Qt1FkX ilmy3ljl,6HpUsniSYlprg2tfGVi_Wd6vyxipi?XJH651y_n2 0. __ _— d_ _. 2 0 0 ........ : 25_0-4 i-__ _ 32 2 12 ..... ____ __--_._. 40-0:... 41-0-Q 1- 0-0 7-9-4 7-2-12 5-00 5-0-0 7 2 2 - 7-9-4 Scale = 1:70.7 5x5 -- 1_ 5x4 II 5x5 __ 4 5 6 m vd3x8 _ is iv -I8 11 iJ ' ul lu 3X6 3x4 = 3x4 =- 5x8 Plate Offsets X,YjL-Q 2_8 d 2 _1[6; _2.8 02-4j [11;6-_4 ,Q_3-Oj LOADING ( psf) 9 SPACING- 2-0-0 CSL DEFL. In too) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.74 Vert(LL) -0,27 11-12 >999 240 ( MT20 244/190 TCDL 20.0 Lumber DOL 1,25 BC 0.58 Vert(TL) -Q 69 8-10 >695 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.18 8 n/a nta BCDL 100 Code FBC20141TP12007 (Matrix) Wlnd(LL) 0.10 8-10 =999 360 Weight -204lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP DSS `Except` TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc uurlins. 4- 6. 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing_ BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=207710-3-8, 8=2077/0-3-8 Max Harz 2=170(LC 7) Max Uplift2=--305(LC 8), 8=-305(LC 8) Max Gray, 2=2087(LC 13), 8=2087(1_C 14) FORCES. ( L) - Max_ Comp Wax. Ten. - All forces 250 (o) or less except when shown. TOP CHORD 2-3®-3770/515, 3-4=-34641522, 4-5=-2689.!447, 5-6=-2689/447, 6-7=-3464/522, 7- 8=-3770/515 BOT CHORD 2-12=374`3370, 12-13=-214/2581, 13-14=-214t2581, 11-14=-214f2581, 11-15=-214/2502, 15- 16=-214/2502, 10-16=-214/2502, 8-10=-374/3242 WEBS 3-12=-559r181, 4-12-111/902, 4-11=-29/496, 5-11=-357169, 6-11=-29/496, 6-10=-111/ 902, 7-10=559/181 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind_ HSCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, 6=45ft, L=40fti eave=5ft, Cat. II; Exp 6, Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 BCDE = 10.0pst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ut=ib) 2=305, 8=305. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - b¢rify d¢sigrr pararn¢fers and READ NOTES ON THIS AND INCLUDED MI7EiC REFERENCE FAGS h9(1-7473 rev. 1010312015 BEFORE USE. I Design valid for vse only with rghTrube connectors. This design is based only upon parameters shownand is for an individual building component, not a truss system. €.,fore usethe buirding designer must verify the applicability of design parameters and property incorporate this design into the overall building deslgc Bracing indicated la to prevent buckling of ind var al truss web andior chord members only Additional temporary and uemtanent trraeing is anvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fatimanw, storagedelivery erection and bracing of trusses and tr ss systems. see ANSIITPH Quality Criteria, DSB-89 and Bost Building Component t Blvd. P Safety Infomta ion available fromTruss Plate. institute. 218 N Lee Street. Suite 312. Alexandra. VA 22314 6904 Tampa, Fi_ arke East TYRE Parkca. HmsJ WELLINGTON-3096-A PSQ3096A ENS EB 2VilP T917148' 1 Mid Florida Wmber. 9ribov FL. 7.640 s Aor 192016 MiTek Industries, Inc. Mon Aug 29 13. 19.56 2016 Page ,- ID. PIPj7m6wSV7s21cSHFVxHzy3!Yp-MEgfOgsPTigcQ_PFRMnkF63le lEtrRLrBmzOhd Uy;_n1 C}0 6-0-5 5-5-13 5-5-13 5-0-0 5-5-13 - 5.5-',3 Ca-0-5 ?-0-0 Scale = 1.7 t 6 5x5 = 5x5 5 5 3x5 = 15 15 1 14 13 12 16 1a 1I 3x5 3x4 3x8 -_- 3.6 3x4 =- 3x4 = LOADING (ps SPACING- 2-0-0 CSE_ TCLL 20.0 Plate Grip DOL 125 TC 0,95 TCDL 200 Lumber DOL 1,25 BC 0,87 BCLL 0-0 Rep Stress Incr NO WB 0,91 BCDL 10.0 Code FBC2014/TP€2007 Matrix) LtJ Ill TOP CHORD 2x4 SP No.2 BOOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=207710-3-8, 2=207710-3-8 Max Harz 2=-172(LC 6) Max Uplift9- 305(LC 8), 2-305(LC 8) DEFL. In ( too) I/deft Ltd Vert(LL) 0,21 14-15 999 240 Vert(TL) 0-6411-12 743 180 Horz(TL) 0.22 9 nla nta Wind(ILL) 0.1212-14 999 360 BRACING- TOPCHORD BOT CHORD WEBS FORCES. ( tb) - Max- Comp,/Max- Ten - All forces 250 (lb) or less except when shown_ TOP CHORD 2-3=-3809/523, 3-4=3484t506, 4-5-26627441, 5-6=-22831422, 6-7=-2661/441, 7-8=- 3493/506, 8-9-38091523 BOT CHORD 2-15=- 393f3393. 15-16=-282f2885, 16-17=-282f2885, 14-17=-28212885, 13-14=-1651/2310, 12-13-165/2310, 12-18=-282/ 2803, 18-19=-282/2803, 11-19=-282/2803, 9-11=-393/3297 WEBS 3-15=- 401(131, 4-15=- 48/575, 4-14=-7721169, 5-14=-82/736, 6-12=-82(804, 7-12=-772/169, 7-11--48/573, 8-11=-401/ 131 PLATES GRIP MT20 244/190 Weight: 221 Its FT = 0% Structural wood sheathing directly applied. Structural wood sheathing directly applied or 10-0-0 oc bracing. 1 Row at midpt 6-14 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design_ 2) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph, TCDL=4.2psf. BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=5ft, Cat- !I; Exp 6, Enci., GCpt=O-18, MWFRS (directional): Lumber DOL=1- 60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other rive 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 = 10,0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=E) 9=305, 2=305. 7) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements. WARNING - Venf y design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE 11,111-7473 rev. 10/03,'2015 BEFORE USE. Design valid for rise only with MITekT connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated i . to prevent buckling of individual truss web and/or chord members only. Additional temporary and parmaneot bracing or is always nol-ba for stability and to p e ent collapsewithpossiblepersonalinp,y and property damage. For general guidance regarding the - - fabrication. storage, dishvery, erection and bracing of trusses and truss systems. see ANSUTPH Quality Culebra, DSB-89 and SCSI Building Component 6904 Parke East F31vd Safety Information available from Truss Plate institute, 218 N Ll, e Street. Suite 312_ Atexandna. VA 22314. Tampa, FL 36610 Job Truss -Truss Type iC2ty `Ply Park Sg. Hale WELL-INGTON-3e96-A T937t4t38 PSQ3096AENS IE7 Illtr i id .... 1 i MFiond-a Lumber, Eartow. FL 7.640 s Apr 19 2016 krTek udustnes. Inc. Mon Aug 29 13.t5.Fi8 2t1t6 Page 1 IDx6rKv051hB?' 7Qt1FkXiimy3lYa-MEgfOgsPTlgcQ_PFRMnkF63mXJD€RUe8rnzDhdUy n1 25- r 0 32 2 . • 42 C 2 _. -_. _____ 1 0_0 1-0- 0 7-9 4 7-2-12 5-M 5-M r z 12 9-4 Scale = 1 71.5 4n 3x6 CixS 5x8 4 5 1.5x4 II 54 = 3x5 14 18 16 13 11 1d 12 3x5 - 3x4 3x4 -= 5xH = PIate _ Off sets-- j LOADING (psf) SPACING- 2-0-0 ( CST. DEFL. in (Too) IVefl L/d PLATES GRIP TOLL 20-0 Plate Grip DOL 1 25 TO 0-89 Vert(LL) -0 33 13 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,94 Vert(TL)-0.7013-14 >679 180 BOLL 0.0 ' 1 Rep Stress Incr NO I, WB 0,35 Horz,(TL) 0.16 10 n/a n/a BCDL 10.0 Code FBC20141TP12007 (Matrix) Wlnd(LL) 0-12 10-12 >999 360 Weight: 209 ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 `Except' TOP CHORD Structural wood sheathing directly applied. 4-8.5- 6 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (ibtsize) 2= 1657/0-3-8, 10=165710-3-8 Max Harz 2- 188(LC 6) Max Uplft2=-305( LC 8), 10=-305(LC 8) Max Gray 2= 1669(1_C 13), 10=1669(LC 14) FORCES. (In) - Max. Comp./Max. Ten. - All forces 250 (To) or less except when shown - TOP CHORD 2- 3=-3025/514, 3-4=-2825f531, 4-6=-2092/469, 6-7=-21841446, 7-8=-2184f446, 8-9-28231529, 9-10=-30241514 BOT CHORD 2-14=-373/2747, 14-15=-211/2082, 15-16=-211/2082, 13-16=-211/2082, 13-17=-214/2015, 17-18=-214t2015, 12-18=-214/ 2015, 10-12=-372/2605 WEBS 3-14=-4261181, 4-14=- 121/796, 4-13=-32/529, 7-13--318/73, 8-13-25/414, 8-12=-119/785, 9-12=-4181181 NOTES- 18) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45I`L L=40ft. eave=5ft, Cat. 11, Exp B, Encl-. GGpi=0.18, MWFRS (directional), Lumber DOL=1- 60 plate grip DOL=1-60 3) Provide adequate drainage to prevent water pending. 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 100 lb uplift at joint(s) except Qt=lb) 2=305, 10=305. 7) Graphical purin representation does not depict the size or the orientation of the purlln along the top and/or bottom chord. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. WARNING - partly design pa -defers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M,T.dy connectors. This design is based only upon parameters shown. and is for an individual buiVding component, not a tars system. Before use. the pudding des.gner most verify the apoic.olity of design parameters and properly incorporate this design into the overall b.0dirig design Bracina indicated is P prevent buckling oflndividual truss web and,., chard members ah y Additional temporary and permanent bracing is ahvays ledurred for stabl(Hy and to Prevent collapse with possible personal injury and property lehhage. For general guidance regarding the - - fabncaUon- storage- delivery, atelier, and bracing of trusses and tmss systems. see ANSUTPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instants 216 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Ply I Bell, Sot Hins r VVEL LINGTON - 3096-A 19371489 SD30%A-ENS IEs ;HIP Mid Florida Lumber. Bartow. FL. 7 640 s Apt 19 2016 MiTek industnes. Inc Mon Aug 29 13 19 571,2016 Page 1 ID x6rKvQ51h[3"Qt1FkX_ilmy3lYq-FOD2EAt1E3oT28_R_4JzoPbwZJZ2AxPFi_dmE9Nvyj_n0 16-8-0 20 -0-0 27,0-01 33 -2 - 12 0 0, 1 - — — ----- —il-ky 1-0-0 6_9_4 6-2-12 3-8-0 3-4-0 7-0-0 6-2-12 6-9-4 1 -0-d Scale = 1 71.5 C" 5X5 5 14 15 11 1s 15 19 12 36 3x4 = 5XE = 3s4 LOADING (psf) SPACING, 2-0-0 CSI. DEFL, in goc) Well Lid TOLL 200 Plate Grip DOL 1,25 TO 093 Verbl-L) 032 13-14 999 240 TCDL 100 Lumber DOL 1,25 BC 0.93 VerbTL) 0.72 13-14 665 180 6CLL 00 Rep Stress Incr NO WEB 038 i Horz(TL) 0 17 10 ma n/a BCDL 1010 Code FBC2014[TPI2007 Matrix) Wind(LL) 0 13 13 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No 1 BOT CHORD WEBS 2x4 SP No 3 JOINTS REACTIONS. (lb/size) 2=1657/0-3-8, 10=1657/0-3-8 Max Harz 2=-188(LC 6) Max Uplift 2--305([_C 8), 1 0=-305(LC 8) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-3001/524,3-4=-2737/500,4-5=-285164,4-6=-2256/470,6-7=-2255/470, 7-15=-2451/491-8-15=-24521491,8-9=-2731/498,9-10=-2988/522,5-7=-293/62 BOT CHORD 2-14=-38912735,14-16=-247/2192,16-17=-247/2192,13-17=-247/2192,13-18-2542133, 18-19=-254/2133, 12-19=-254/2133, 10-12=-38612594 WEBS 3-14=-383/161, 4-14=-62/629, 4-13=-59/659, 7-13=-458/136, 8-13=-49/534, 8-12=-56/605, 9-12=-354/154 PLATES GRIP MT20 244/190 Weight 212 to FT = 0% Structural wood sheathing directly applied - Structural wood sheathing directly applied or 10-0-0 oc bracing. 1 Brace at Jhs) 6 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rrl TCDL-4 2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=40ft; eave=5ft, Cat III Exp B, Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) This truss has been assigned for a 10 0 Issf 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 100 b uplift at joints) except Ot-fm 2=305, 10=305 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord- 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements AWARNINC, Verify deneveleararnerna, and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11111,7473 rare. 1010312015 BEFORE USE. Design valid for use only with tsTevy connectors. The design c hilood only upon parameters shown and is for an individnal building component not a truss system Before rise the building designer must verify the applicability of design parameters and property incorporate this barren into the, overall building design Burcung ied,oberae, to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the M011 abricalion storage delivery, brooder, and bracing of Inisce,r and truss systems see. ANSUTPI1 Quality Criteria, DS"9 and BGSI Building Component 6904 P.ea East Blvd Safety Information available from Truss Plate Institute 218 N. Les Street SnFle, 312 Alexandria VA 22111Tampa- FL 3,5610 Job i runs I I runs I ype jury 1 Ply I Park Sol Hrns f WELL INGTON - 3096-A T9371490 PSQ3096.A-ENS E9 Mid Florida [_umber, Bartow. P:.. 7.640 s Apr 19 201C MtI ok Industries, inc. Mon Aug 29 13:19:58 2016 Page 1 ID x6rKv05]hB??Qt 1 FkX_iim y 3!Yq-JcnQR Wug?NwKglZdYngC Kc89g6y©v IJ R DH V oiMyj_n? 11-2-5 1@-fi-0 __ ,. 22-4-0 1 G,^, 5 10-i -3-15 - •___ _ 5-6 1i 580 C>-8 0 5-2-12- 5 3 4 1-0 0 6 out 525x5 _ Scale= 1 71.5 3x6 15 o 13 12 11 3x6 =:.. 3x4 = 3x6 = 3x6 MT20HS -- 3,4 __ 33x4 -_. 1.5x4 1 LOADING ( psf) ( SPACING- 2-0-0 ( CSI. DEFL. in T_ - - .___ _.__....._.__ __..... roc) Vdefi L!d PLATES GRIP T GU. 200 Plate Grip DOL 1,25 TC 065 Vert(LL) -0.22 15 16 >999 240 i MT20 244/190 TGDL 10-0 Lumber DOL 1,25 BC 074 Vert(TL) -0-58 15-16 1827 180 MT20HS 187,1143 BOLL 0,0 Rep Stress Incr NO WB 0.72 1 Horz(TL) 0-18 9 ma n/a BCDL 10-0 Code FBC2014/TP12007 ( (Matrix) Wind(LL) 0.15 13 >999 360 1 Weight_ 218 lb FT= 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x4 SP No_1 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 6-15 REACTIONS. ( lb/size) 2=1657/0-3-8, 9=165710-3-8 Max Herz 2=169( LC 7) Max Upllft2=-305(LC 8), 9=-305(LC 8) FORCES_ (Ib) - Max. Comp./ Max. Ten. - All forces 250 (Ib) or less except when shown_ TOP CHORD 2-3=- 3043,1523. 3-4-28071507, 4-5=-21451442, 6-17=28251548, 7-17=-2825f548, 7-8-26271481, 8-9=-30761513, 5-6=-21491442 BOT CHORD 2-16=-394t2639, 16-18=-287t2263, 18-19=-287/2263, 15-19=- 287t2263, 14-15=-377/2833, 13-14=-37712833, 12- 3-285f2300, 11-12=-386t2663, 9-11=-38612663 WEBS 7- 12=-20,f401, 8-12=-4331115, 5-15=-27441511. 4-15=-6151163, 4-16-451482, 3-16=-291=1127, 6-13=-336t112, 6-15--1369/285, 7-13-117t689 NOTES- (8) 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph, TGDL= 4-2psf, BCDL=3.Opsf, h=15ft, 6=45ft; L=24ft, eave=5ft; Cat il; Exp B, Encl_ GCpi=O-18, MWFRS (directional), Lumber DOL-1-60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending_ 4) All plates are MT20 plates unless otherwise indicated 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.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except {jt=Ib) 2= 305, 9=305 8) Truss is designed with, and confirms to the 2007 Florida Building Code w?2009 supplements i WARNING Verity drengo parameters and READ NOTES ON THIS AND INCLUDED ANTEX REFERENCE PAGE Mll-7473 rev, 1010312015 BEFORE USE Design vaIN for 1156 only wr1F- Ni Con Rectors. This design- i5 basert only upon parameters shown. and i5 for an indiveinai building component. not a truss system. Before use the building design'; must verify fine applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated -s to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For germ a] gurc3ence recafdinq the fabnom on. storago, delivery. electron and bracing of trusses and truss systems. see ANSVTPH Quality Criteria, DS"9 and BCSi Building Component 696E Parke East Blvd. Safety information available from Truss Plate institute, 218 N Lae Street, shire 312- Alexandria. VA 22314. i TampaFL 36610 Type Park So Hme; AgEt-LINGTON - 3096-A 19371491 P$03096A-ENS EID Mid Florida Lumber. renew FL 7.640 s Apr 19 2016 MiTek industries !no Mon Aug 29 13 19 52 2016 Page 1 ID Tv 1 y145gwut8okS3AqTTCYy31Yr-US09BTpvQXAAxN6TCXlo5Lu5rivyVZwYr,L21Ujyj_n5 4-,6-14CrJ:_01 -------- ------ I --I- 11-40--p-C ---- -A-t!92 1-0-11 5-10-7 5-3-15 9-4-9 3-9-2 6-8-0 4-2-12 4-9-4 1-0-0 Scale = 1 71.5 5x5 6 00 112 3a6 is, io lu 15 11 - 41 13 12 3y4 - 3X8 _ 3x6 MT20HS --- ass = 3,4 LOADING (psif) SPACING. 2-0-0 CSL DEFL. in (too) I/defl L(d I PLATES GRIP TCLL 20,0 Plate Grip ROL 1,25 TO 0.81 Verpt-L) -0,29 13-15 =999 240 i MT20 244/190 TCDL. 10'0 Lumber DOL 1,25 BC 0,73 i Vert(TL) -075 13-15 >632 180 MT20HS 1871143 SCLL 00 Rep Stress Incr NO WB 085 Horz(TL) 0.18 10 n/a n/a BCDL 10'0 Code FBC2014,7PI2007 219 lb FT = 0% Matrix) Wind(I-L) 0 1913-15 999 360 Weight LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins BOT CHORD 2x4 SP No -1 BOT CHORD Structural wood sheathing directly applied or 9-10-4 oc bracing WEBS 2x4 SP No,3 WEBS 1 Row at mdot 6-15 REACTIONS. (Ib/sce) 2=1657/0-3-8, 10=1657/0-3-8 Max Harz 2=169(LC 7) Max UpIrft2=-305(LC 8), 10=-305(LC 8) FORCES, (lb) - Max Come./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3040/523, 3-4=-2805/508, 4-5=-2149/441, 7-17=-3315/611, 17-1 8=-3315/61 1, 8-1 8=-3315/611, B-9=-2809/494, 9-1 0=-3033/531, 5-6=-2116/445, 6-7=-3835/737 BOT CHORD 2-16=-394/2661, 16-19=-288/2275, 19-20=-288/2275, 15-20=-288/2275, 15-21=-30412443, 14-21 =-304/ 2443, 14-22=-304/2443, 13-22=-304/2443, 12-1 3=-322/2462, 10-12=-407/ 2647 WEBS 8-12=- D/371, 5-15=-290/1543, 4-15=-604/167, 4-16=-46/465, 3-16=-292/126. 7-13=-2008/ 430, 8-13=-1 74/1064, 6-15=-1 128/256, 6-13=-336/1800 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design 2)Wind ASCE 7-10,Vult=140mph(3-secondgust} Vasd=108mph.TCDL=4 2osf, BCDL=3,0psf. h=15ft. B=45ft, L=24ft,eave=5ft, Cat 11, Bab B, EncI_ GCpi= O 18, MWFRS (directional), Lumber DOL=l 60 plate grip DOL=1 .60 3) Provide adequate drainage to prevent water pending 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 osf bottom chord live load nonconcurrent with any other live loads 6) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joirl except ((t=1b) 2=305, 10=305 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. AobWARNING. earth, design parameters and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE Mip7473,- 1010312015 BEFORE USE. Design valid for use any with MlTekS connectors. Tnl$ design is basso only upy.n parameters shown and is for an individual building component not a truss system. Santa use. the ornpung designs, must verify thin app4dability of design parameters and properly incorporate this design into the overall building Suact ig indicated s to prevent Duckling of indi serial truss veld and/or chord members oni y , design I Few is always red.-am-taturdydovspoepersona* rnjuryand property damage.For general guidance regarding the fiabobvinne, storage delivery, doecolch, and bracing of trusses and truss sy,deare, so. ANSUTPH Quality Criteria, DSB-89 and SCSI Building Componaht 6904 orator, East Bi,d Safety information available from Truss Plate institute 218 N Let, Street Suite 312 Alexandria- VA 22314 ',aPpa FL 38610 PSC3096A-ENS F1 Mid Florida umber, Bartow. FL.. ait.a IUty iFly Park Sq. Hors %WELLINGTON-3096-A T9371492 ii I pOroaiiscrunaI)_. --- --- 7.W s Apr 19 2016 lyl industries, Inc. Mon Aug 29 13.19.58 2016 Rage 1 ID tUz5K67YDpGtBBe.rvOAgBy3iYo-JcnQRVVug?NwKglZdYngCKc8l167avT9RDHVoiMy;._n? Scale = 1 45.2 3x6 Ho ::-.: 3.3 11 1 2 3 4 5 6 7 8 9 '10 11 12 13 14 15 16 17 18 19 20 21 22 44 48 42 41 40 39 is 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x1- FP = 3x3 11 0 _ L_4-0 (1R # '_ '4 Q-4t A-4_-I_23:$—_ -4—G_0 4- 0 1-4-0 1-4-0 1 4-0 1-4-0 t-4-Q 1-4-0 1 4--- 1 4 0 1-4 0-.1.4-0 1-4-0 1 4-0 1-4-0 1_4 0 1-4-0 1 4-0 _ 1-4-0 1A01-4 0 1 _ Plate_ O_ffsets LX Y L45 O-1 8 0 0-) (46 0 i-8 0-0 8 ______ LOADING ( ps SPACING- 2-0-0 CSi. faEFL_ in (lac) deft L!d PLATES GRIP TOLL 40.0 Plate Grip ROL 1,00 TC 0,08 Vert(LL) ma ma 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ve t{TL} ma ma 999 BCLL 00 Rep Stress Incr YES WE 0-03 Horz(TL) 0.00 23 ma bra BCDL 50 Code F8C2014=TR12007 (Matrix) Weight 115 €b FT =O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except BOT CHORD 2x4 SP No_2(flatl end verticals. WEBS 2x4 SP No.2(flat) `Except" BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing_ 45- 46: 2x4 SP No OTHERS 2x4 SP No_3(flat) REACTIONS_ All bearings 26-8-0- Ib) - Max Grav All reactions 250 Ib or less at joint(s) 44, 23, 43, 42, 41, 40. 39, 38. 37, 36, 35, 34, 33, 32, 30, 29 28, 27, 26, 25, 24 FORCES. ( lb) - Max_ Comp./Max- Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) All plates are 1x4 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 (l.e, diagonal web)_ 4) Gable studs spaced at 1-4-0 oc_ 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d It) 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) Truss is designed with, and confirms to the 2007 Florida building Code wf2009 supplements. WARNING - Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev. 10/03/2015 BEFORE USE. Design valid fa€ use only with MiTekckconnectors. This design is Dosed only upon parameters shown. and Is for an ndlwduai building component- not a truss system Before use- the Duildrng doopider mast verily th@ apoisrouilty, of design parameter,, and ptopeffy inco(porate "his design into the overall Nsldnng design Bracing indicated is to prevent Duckling of individual truss wed and,or chord members only. Additional temporary and permanent bracing is always required for stabitay and to prevent collapse with poss,up personal Injury and property damage. For senior al guidance regarding the - faoncatrur storage- delivery, erect ac and bracing of trusses and truss systems. see ANSIrrP11 Quality Criteria, DSB-89 and SCSI Building Component 69Cti Parke East BlvdSafety Information availablefromTrussPlateInstitute- 218 N. Lee Street_ Suite 312. Alexandria, VA 22314. Tampa_ iL 36610 PSQ3096A-ENS Mid Fionda Lumbar. 0-1-8 4x4 = 1x4 = 1x4 1 P2 31 30 29 2x3 11 4x6 4.4 == 2 Truss Type (Uty Fly Part: SG. Hans I WE[LINGTON-3096-A r T9371493 FLOOR p.R L n .-C4.-r.'.iigrls't .__ I 7.640 s Apr 19 2016 MiTek industries_ Inc. Mon Aug 29 13:20.00 2016 Page 1 ID: LhXTYR8B_60aHLIgPgXPNOy3[Yn.-F?vAsCvwX_A2vcjDgCsgPl l)QDwb i NDgKhb_vlFy_mz 1-4_4 { Scale = 1.46.8 3x3 = 1x4 ll 3x4 =- 3x6 FP -- 3x3 = 3x3 = 3x3 3.3 == 1x4 I 3x3 = 3x3 =_= 4x4 -_= 4x6 =_ 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x4 - 3x4 - 3x8 - 3.3 = 1x4 it lx4 11 3x3 = 3x10 MT20HS FP = 4x4 = 4.6 = 3x3 3x6 = 3x3 =- LOADING (psi) SPACING- 1-4-0 CSk DEFL. in (loc) Ildefl Lid PLATES GRIP TGLL 40-0 Plate Grip DOL 1 04 TC 0.92 Vert(LL) 0,75 23-24 1431 360 MT20 2441190 TCDL 10.0 Lumber DOL 1 00 BC 0-84 Vert(TL) 1 18 23-24 >276 240 MT20HS 187/143 BCLL 0-0 Rep Stress Iner YES i WB 0.66 Horz(TL) 0.14 16 nfa n/a BCDL 5-0 Code FBC2014,rTP12007 y_--------------------- Matrix) Weight 143 lb FT = O l F, 01 E LUMBER- BRACING - TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur it s, except BOT CHORD 2x4 SP DSS(flat) "Except" end verticals - 16-20- 2x4 SP No,1(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS2x4 SP No 3(flat) REACTIONS. (Ib/size) 30=992/0-7-8, 16=992/0-3-8 FORGES. (Ib) - Max- Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 30-31=986/0, 31-32=-986/0, 1-32=-986/0, 15-16=-986/0, 1-2=-996l0, 2-3=-2670/0, 3-4=-3941/0, 4-5=-4875t0, 5-6=-4875/0, 6-7=-4875/0, 7-8=-5376/0, 8-9=-553310, 9-10=-5384/0, 10-11=-4892/0, 11-12=-4892/0, 12-13=-39691Q, 13-14=-2707/0, 14-15=-1041 /0 BOT CHORD 28-29= 0/1931, 27-28=0l3390, 26-27=0/4476, 25-26=0/5216, 24-25=0/5533, 23-24=0/5533, 22-23=0/5533, 21-22=0/5229, 20-21=014499, 19-20=0/4499, 18-19=0/3422, 17-18=0/1974 WEDS 15- 17=0/1386. 1- 29=0/1353, 14-17-1297/0, 2-29=-130110, 14-18=0t1019, 2-28=0111027, 13-18=-995/0, 3-28=1002/0, 13-19= 01761, 3-27=0/767, 12-19=-73710, 4-27=-744/0, 12-21=0l534, 4-26=0/542, 10-21=-458/0, 7- 26=-464l0, 10-22=-33/376, 7-25=-281381, 9-22=-492/179, 8-25=-499/172 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0-131" X 3") na€is. Strongbacks to be attached to walls at their outer ends or restrained by other rneans 4) CAUTION, Do not erect truss backwards 5) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11911-7473 rev. 10/03/2015 BEFORE USE, j raew""s Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building designor chord members only. Additional temporary and permanent bracing u Is always required for stability and to prevent collapse with possible personal injury and property damage. Por general guidance regarding the fairmailed storage. deheery,. erection and bracing oftntsses and truss systems- see ANSI/TP11 Quality Criteria, DSB-89 and BGSI Building Component 69v4 Parke East Blvd Safety Information available from Truss Plate institute. 218 N. Lee Street. Suite 312 Alexandria, VA 22314. - Tampa, FL 36610 PSw3096A-ENS F' Mrd Florida Lumbar Hamow FL.. a+. -a Qty I Ply Park Sq. HimsL VaELL INGTON - 3096-A T9371494 2 7.640 s Apr 19 2016 MiT ek Industries. Inc. Mon Aug 29 1-312001 2016 Page 1 D LhXTYR€tB_6Oati LiaPgXPNOy3lYn-jBTY3YwYIIIvXmICDwNvyFmgtKyK6gktvFkSHhy_.-my Scale = 1.33.3 3x4 = 3x3 = 3x3 = 1x4 it 1x4 1! 3x3 = 3x3 = 3x4 -= 4x6 2 3 4 5 6 7 8 9 10 2x3 11 4x6 == 3,4 _ 3x3 = 3x3 = 3x3 = 3x3 == 3x4 - 4x6 _ 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Itdefl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.59 Verpl-L) 0,32 15-16 -724 360 MT20 244/190 TCDL 10.0 Lumber DOL 1 00 BC 078 i Vert(TL) 0.50 15-16 >464 240 BCLL 0.0 Rep Stress ]nor YES WB 0-68 HOrz(TL) 0.09 11 nia nta BCDL 5-0 Code FBC20141TPI2007I l Matrix) -- Weight:101 to FT OroF,OIE LUBBER- BRACING - TOP CHORD 2x4 SP No.21flat) TOR CHORD Structural wood sheathing directly applied or 5-7-10 no purlins, except BOT CHORD 2x4 SP No 1(flat) end verticals - WEBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 ad bracing, REACTIONS, (bislzel 20=1056/0-7-8, 11=1056/0-3-8 FORCES. (Ib) - Max- Comp `Max. Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 20-21=-1050/0, 21-22=-1050/0, 1-22=-1050/0, 10-11=-1050/0, 1-2=-1028/0, 2-3-2650/0, 3-4=-366910, 4-5=-4172/0, 5-6=-417210, 6-7=-417210, 7-8=-3688/0, 8-9 =- 268310. 9-10=- 1073/0 BOT CHORD 18-19-00986. 1 7-18=0f3288, 16-17=0/4024, 15-16=0)4172. 14-15=0/4036, 13-14=0/3313, 12-13=0t2028 WEBS 10-12= 00429, 1-19= Oi1397, 9-12=-1328/Q, 2-19=-1333/0, 9-13=01911 2-18=01923, 8-13=-875f0, 3-18=887/ 0, 8-14=0f522. 3-17=0/530, 7-14=-484/0, 4-17=-494/0, 7-15=-178/514,4-16=- 168/524 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION, Do not erect truss backwards- 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements_ a WARNING - Veitydesmop—miaria, and READ N07ES ON THIS AND INCLUDED PritTEK REFERENCE PAGE Mit-7473 rev. 10/03:1015 BEFORE USE. Design valid for use only with MTek4 connectors. This design is based only upon parameters shown, and is for so individual budding component- not a truss system. 6efo e use, the bu'Id ng designer must verily the applicability of design parameters and properly incorporate, this design into the overall building o—ga. Bnaang Indicated is tC ptavent buckling of individual truss web and/or chord members only. Addiforxal temporary and permanent bracmg is always required to, Manditg and to prevent collapse with possible personal Injury and property damage. For general qubdance mGardmg the fabrication, storage crbr—y- oreet ar and bracing of trusses and truss systems- see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avatlai, e from Tress Plate Institute, 218 N Lee Street- Sede 312- Alexandra, VA 22314. Tampa, FL 36610 1b i7russ - Truss Type Qty Ply Par, Sol l-tms-! L1'ELLINGTON - 3096-A i M71495 a43096A-E-NS IF4 (FLOOR 1 1 Reffyrn_astsna" -- -- _-._. -- - Mid Fonda Lamher Bartow, F. ff G40 s Ap. 19 2016 M Tek inaust=ies 4ric. Mon Aug 29 l320.01 2016 Pagel ID. gt5un8plQWQvVK0zN2evcy3lYm-jBTY3YwYlllvXmICDwNvvFmgBKvp6h9tvFkSHhyj my 0-^-8 FL 1- 4---{ -, Scale = 1 29.3 3x3= 3x3-= 3x3 -- 3x3 = 3x3 3x3_- 2 3 4 5 6 7 4X6 = 1I 2x3 II 4x4 = 3x3 = 3x3 = 4x4 II 1x4 II 3x3 = 3x3 = 4x4 = 3x3 11 LOADING (psf) SPACING- 2-0-0 CSi. DEFL. in (loc) Ildefl L/d i PI E`3 DRIP TOLL 40.0 Plate Grip DOE. 1.00 TC 0.58 Vert(-L) -0.20 13-14 1999 360 MT20 244/190 TGDL 100 Lumber DOL 1-00 BC LOQ Vert(TL) -0-31 13-14 >664 240 BOLL 0.0 Rep Stress Inez YES WE; 0-59 Hor2(TL) 0,06 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 90lb FT=OIF, OlE LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 6-0-0 QC puffins, except BOT CHORD 2x4 SP No-2D(flat) end verticals. WEBS 2x4 SP No,3(flat) BOT CHORD Structural wood sheathing directly applied. REACTIONS, (lb/size) 18=930/0-7-8, 9=930/0-3-8 FORCES. (D) - Max. Comp./Max. Ten- - All forces 250 (to) or less except when shown. TOP CHORD 18-19=-924t0, 19-20=-924/0, 1-20=-924/0, 8-9=-92410, 1-2=-891/0, 2-3=-2255t0, 3-4=-3009/0, 4-5=-3248/0, 5-6=-3021/0, 6-7=-2282/0, 7-8=-93010 BOT CHORD 16-17=0111720, 15-16=012763, 14-15=0{3248, 13-14=0f3246, 12-13=0f3248, 11-12=0/2782, 10-11=0f1755 WEBS 8-10=0/1238, 1-17=0/1211, 7-10=-114710, 2-17=-1153/0, 7-11=0;1733, 2-16=01744, 6-11=-695/0, 3-16=-706/0, 6-12=0/417, 3-15=01424, 5-12=-515/29, 4-15=-526/18 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design 2) 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 3) CAUTION, Do not erect truss backwards. 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MHJ473 rev. 1010312015 BEFORE USE. Deslga valid for use only w1h MITeKs, connectors i his design is based only upo, parameters shownand is for an mdamdua-- building component- not a truss system. Before use. the building designer most verify the appilcalobly= of design parameters and properly incorporate this design into the, overall building design. Bracing indicteect is to prevent truckling of individual truss web and/or chord members only. Add0ional temporary and permanent bracing is always required for stability and to of vent milairse with possible personal injury and property damage. Far general guidance regarding the - - fabricatim. storage, deliveryerection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Ideringe, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa- FL 36610 Job T;.,... PS03096A-ENS FS Mid Flanda ..umber, Bartow. Fi 0-1-E 4x4 "== 2 L. 7LZ_4_ 4 3x3 -= 3x3 = 3x6 FP= 1x3 II 30 = 3 4 5 d 7 Cty r Ply Park Sq. Hms l N+EL LINGTON - 3096,A T937149C j 4 1 6,40 S Apr 19 2016 MiTek Industries. Inc. Mon Aug 29 13.20.02 2016 Page t ID gt5rVn8plQWQvVKOzN2evcy3lYm-BO1xHtxA3bQm8vtOndu8VSJniklrr6G08vToa,7y;_mx Scale = 1.35.4 3x3 = 3x3 = 4,4 =_ 4,16 8 9 10 11 2y3 li 4x6 -- 4,4 - 3x3 = 3,,3 - 1x3 it 3x3 = 3x8 MT20HS FP - 4x4 - 4x6 3x3 11 3x3 = LOADING (psf) SPACING 2-0-0 I CST. REFL. in (loc) Itdefl Ud PLATES GRIP TC L 400 Plate Grip DOL 1 00 TC 0-89 1 Vert(LL) 0 39 17-18 >622 360 MT20 2441190 TCDL 0-0 Lumber DOL 1 00 BC 0-82 ( Vert(TL) 0-61 17-18 >399 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 073 Horz(TL) 0,09 12 ma nla BCDL 5-0 Code FBC2014r7P12007 Matrix) Weight 107 ib FT = O vF, 0 of LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP DSS(fiat) *Except' end verticals. 12-16: 2x4 SP No 1(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3(flat) REACTIONS. (lblslze) 23=1121/0-7-8, 12=1121t0-3-8 FORCES. (lb) - Max. Com'D.lMax. Ten- - All forces 250 (lb) or less except when shown. TOP CHORD 23-24-1 t 13t0, 24-25=-111310, 1-25=-1113/0, 11-12=-1114,!0, 1-2=-1096/0, 2-3=-2854/0. 3-4=-399410, 4-5---399410, 5-6=-4685l0, 6-7=-468510, 7-8=-460310, 8-9=4030/0, 9-10=-2887/0, 10-11=-1147/0 BOT CHORD 21-22=012122, 20-21=0f3553, 19-20=0f4431, 18-19=0t4685. 17-18=0t4685, 16-17=0t4461. 15-16=Oir4461, 14- 15=0t3578, 13-14=012169 WEBS 11-13=011526, 1-22=011490, 10-13=-142110, 2-22=-1427IQ, 10-14=0/999, 2-21=0f1018, 9-14=-961=10. 3-21=-973J0, 9-15=01630. 3-20=01613. 8-15- 59910, 5-20=-60710, 8-17=-42f381, 5-19=-96l634,7-17=-441t231 NOTES- (5) 1) Unbalanced floor live Toads have been considered for this design- 2) All plates are MT20 plates unless otherwise indicated. 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) CAUTION. Do not erect truss backwards. 5) Truss is designed with, and confirms to the 2007 Florida Building Code wl2009 supplements. WARNING - Vera, design par efers and READ NO rES ON THIS AND INCLUDED Ml REFERENCE PAGE Mir, 7473 rev. 1010312015 BEFORE USE. Design valid for use only war, MiTek1U conneetors This deslgr, rs based only upon parameters shown, and is for an individual building component, not a truss system. Before use fee building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing mdreated s to prevent buckl.ng of individual truss web and,or chord members only Add renal romp-ry and permanent bracing is aways :squired for stability and rc prevent collapse with possible personal injury and property damage. For grus, a guidance regarding the M911 fabrication, storage, delivep•, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Corona, DSB-89 and Boat Building Component 6904 Parke East Blvd. Safety Information available from If Plate institute 218 N. Lee Sir- Suite 312, Alexandra- VA22314. Tampa, FL 36610 Job I nu PS03096A-ENS I F6 Mid Flor da umber. E3artow FL- Truss Type IQtp iPly ; Park Sq. Huns UVELLINGTON-3C96-A T93,1497 FLOOR 12 i 7.M0 s Apr 19 2016 MITek Industries, Inc, Man Aug 29 5320-0; 2016 Page t ID 13fDz79RVVkeFT WPvD W4atSpy3lYl-fabJ U DyogvYdm 3SbLKPN 1 gr1 F719aiuANZDZMayj_mw 1$-12 Scale = 1 237 3x3 = 3x3 = 3x3 = 3x3 =- 3x6 2 3 4 3x6 — 6 r 3.3 I 3x3 = 3x3 3x6 = 3- - 1x3 i 1x3 ! 3x3 = 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) bdeem L/d I PLATES GRIP TCLL 40-0 Plate Grip DOL 1-00 TC 0-54 Vert(LL) -0-02 10 >999 360 i MT20 244/190 TGDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.03 10 >999 240 BCLL 0-0 Rep Stress Incr NO WE 0-19 Horz(TL) -0-01 16 n/a n/a BCDL 5-0 Code FBG2014/T'P12007 Matrix) Weight: 76 R FT = O%F, O f E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No2(flat) end verticals. WEBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing- 12-13, REACTIONS. (lb/size) 8=645/Mechanical, 16=326/0-7-8, 13=803/0-7-8 Max Grav 8=645(LC 1), 16=370(LC 8), 13=837(LC 7) FORCES. 0b) - Max- Comp./Max- Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 7-8=-644.10, 1-16=-365/0, 1-2=-297/0, 2-3=-484/0, 3-4=-781336, 4-5=-261138, 5-6=-513/0, 5-7=-280/0 BOT CHORD 14-15=0/545, 13-14=01397, 12-13=-336,/78, 11-12=0=r513, 10-11=0/513, 9-10=01513 WEBS 7-9=0/ 373, 6-9-317/0, 1-15=0/396, 2-15=-345/0, 4-13=-482R0, 3-13=-497/0, 4-12=0/400, 5-12=-415/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder( s) for truss to truss connections. 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) CAUTION, Do not erect truss backwards 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber increase=1.00, Plate Increase=1-00 Uniform Loads (plf) Vert: 8-16=-10. 1-7=-100 Concentrated Loads pb) Vert: 7=-291 WARNING - Yenty design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MILT473 reu. 1010312015 BEFORE USE. Dosign valid for use only with Mi T eke connectors. Thisdesign is based only upon parameters shown- and is for an individuatr building component - not a truss system. Before use.. the building designe m st vent the appleaU Irly of design parameters and property incorporate this design iota the overall building design. Bracing indicated to prevent bucking of nd idua€ trussweb and!or GhprU members only. Additional temporary and pennanen: bracing _ is aM•ays required for staddy and to prevent stuamse with P.—I' e personal injury and property damage. For general guidance reg.midg the - - fabncation, storage- delivery, erection and bracing of trusses and truss systems- see ANSIITPII Quality criteria, DSB-89 and BCSi Building Component E+904 ParKe East Brvd. Safety Information available from Truss Plate institute. 216 N. Lee Street- Suite 312. Alexandria- VA 22314 Tampa- FL 36610 Lb Truss ;Truss Type tQty PI1t Park Sq Hms J`JELLfNGTON 3096-A DaDa6AENS F67 (FLOOR ,t 1 793143 - 6 G R` tens [I t Mid r`londa Lumber. Bartow, F- 7 6,40 s Apr 19 2016 M Tek Industnes Inc Mon Aug 9 13.20-03 2016 Page 1 ID13fDz79RWkeHWfvDW4atSpy3lYl- fabJllDyoqvYdm3Sbi-KPN1gr2T7h1'adaANZDZMay;_rnw Scale. 112"= t' 3x3= 3x3 == 1x3 li 1x3 3x'3 = 3x3 — 3x6 — 2 3 4 5 6 7 d 3.3 1 3x5 = 3x3 — 3x3 = 3x3 - 3x3 — 3x5 = 3x3 1 LOADING (Psf) SPACING- 2-0-0 CSI. I I DEFL. in loc) Ildefl L.Id PLATES GRIP TOLL 40. 0 Plate Grip DOL 1 00 TC 0 46 Verh]-L) -0-10 13 >999 360 MT20 2441/190 TCDL 100 Lumber COL 1.00 BC 0.64 Vert(TL) -0-15 13 >999 240 BCLL 0- 0 Rep Stress Incr NO WB 047 i HOrz(TL) -0.04 16 nta Cla BCDL 5. 0 Code FBC2014i7P12007 Matrix) Weight 76 Ib FT = O l F, 0%E LLJMBER- BRACING- TOP CHORD 2x4 SP No_2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No_2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 cc bracing REACTIONS. (lb/ size) 9=104811Mechanical, 16=75710-3-8 FORCES. (Ib) - Max. Comp /Max- Ten - All forces 250 (lb) or less except when shown - TOP CHORD 8- 9=-104210, 1-16=-75110, 1-2=-736,f0, 2-3=172310, 3-4=-214810, 4-5=-214810, 5-6=-214810, 6-7--17231Q, 7-8=-736t0 SOT CHORD 14-15=0/ 1385, 13-14=0=12034, 12-13=0f2148, 11-12=0,`2034, 10-11=0?1385 WEBS 1-15=01980, 8-10=0,1980, 2- 15--902t0, 7-10--90210, 2-14=0f471, 7-11=01471, 3-14=432t0, 6-11=-43210_ 3-13=-821343, 6-12=-8211343 NOTES- (4) 1) Unbalanced floor five loads have been considered for this design. 2) Refer to girder( s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc 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) Truss is designed with, and confirms to the 2007 Florida Building Code w,/009 supplements. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced). Lumber Increase=1-00, Plate Increase=l-00 Uniform Loads (plf) Vert 9-16=-10, 1-8=-100 Concentrated Loads (to) Vert 8=-291 WARNING - Verify design pantrooners and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 16111-7473 rev. 1010312015 BEFORE USE. Dessgn are tar use only with as'ekS eonnectors. This doogn is d-dd only open parameters shown- and is for an individual building component, not a truss system. Before use. the bulk rnri desipne must venn the applicability, of design parameters and properly incorporate this design into the overall building design Erasingmac-ated is to prevent duckling of ind.vians, truss web andior chord members only Additional temporary and permanent bracing is always requ rev, for stability and to prevent collapse with Possible persona; injury and property aamage For genera guidance regarding the " fabreaiioostorage, delivery, erection and b:acmg of In:BseH and truss systems, see ANSeTPrt quality Criteria. DSB- 89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate insiilute. 218 N Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 36610 PSQ3096A-ENS F6C Mid Flonda Lumber. Bartow FL. 13 f Oty I Ply Park Sq. Hms--f WELLINGTON - 3091 19371499 7 640 s Ato 19 2016 Mi ek lucindnos Ina Mon Aug 29 13 2`.7.04 2016 Page 1 ID. 13tDz79RVvkeHWV vDW4atSpy3fYl-7m8hiZzRbDgUODOnv2xcialOEaX2DJ8AJbDy6u7yj_mv 04 r Scale = 1-.22-1 3x3 -. 1x3 3x3 - 3 4 5 3x6 7 3x3 =_- 3x3 = 10 . 3.3 -_= 3x3 == 3x3 — 3x3 11. GOADING (psi) SPACING- 2-0-0 i DEFL. in (loci I/deft Ltd PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.05 12-13 >999 360 MT20 244/190 TCDL 10-0 Lumber DOL 100 i BC 0-57 Vert(TL) -0-07 12-13 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0,01 15 nla told BCDL 5.0 Code FBC2014, R12007 (Matrix) Weight 71 ID Fr 0%.F, 0l E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 ac bracing - REACTIONS, All bearings 7-3-8 except Ut=length} 15=0-3-8- B) - Max Grav All reactions 250 lb or less at joints) 8, 9, 11 except 15=457(LC 1), 10=467(LC 1) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=450/0, 1-2=-399/0, 2-3=-758/0, 3-4=-670/0, 4-5=-67010 BOT CHORD 13-14=0/749, 12-13=0/670, 11-12=0/670, 10-11=0/429 WEBS 1-14=01531, 6-9=-278/0, 2-14=-487/0, 5-10=-512/0, 5-11=01327 NOTES- (3) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements WARNING- Verify design Faramaters and READ NOTES ON THIS AND INCLUDES NttTEK REFERENCE RAGE Mtf-7d79 rev. 40103/201b BEFORE USE. Design valid for use only with MITeke connectors. This design is based an!y upon parameters shown- and is for an n6n,peal building component- not a truss system. Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buldmg oesan. 6radnq indicated is to prevent buckling of individual truss web andtor chord members only. Addi4miai temporary and permanent bracing -'n sallways required for stability and to prevent collapse with possible persona. injury and properly damage. For general guidance regarding the fabrication, storage, delivery, ereciion and bracing oftrusses and truss Systems, See ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandna, VA 22314. Tampa- r=L 36610 Truss !Truss Type IUty jPly i lark Sq. HnsJWELLINGTON-3096-A f T9171500 AS I F7 F,OOR 12 1 3 Lumber- Bartow. F, 7.640 s Apr 19 2016 tvfr industries- Inc. Mon Aug 29 13.2004 2016 Page i IF7. I3fOz 9RWkeHMvDVd4atSpy31Y-7m3hlZzRbDgUODOnv2xclatOEOX13J5XJbDy6uoyj_niv Scale = 1-222.0 3x3 2 30 =.: 1z3 ll 3x3 — 3 4 5 3x3 6 3x4 = 3x3 = 1,,3 ll 3x3 — 3x3 3x4 =- 1x3 I# LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (too) E,r`defi Lid PLATES GRIP TOLL 400 Plate Grip DOL 1,00 TC 0.41 Ve (LL} Q 07 999 360 MT20 244t190 TCDL 10-0 Lumber DOL 1.00 BC 0-58 Vert(TL) -0.12 10-11 999 240 BOLL 0-0 Rep Stress Incr YES WB 042 Horz(TL) 0-03 8 n a nla BCDL 5-0 Code FBC2014rrPI2007 (Matrix) Weight_ 69 Ib FT 0 , F, 0 % E LUMBER- BRACING- TOPCHORD 2x4 SP No TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purins, except BOT CHORD 2x4 SP No 2niat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 15=69410-3-8, 8=69410-7-8 FORCES. (a) - Max. Comp / Max- Ten. -All forces 250 (lb) or less except when shown - TOP CHORD 1-15=- 689{0, 8-16=-68810, 6-17=-68870, 7-17=-688r`0, 1-2=-665t0, 2-3--1520t0, 3-4=-1794t0, 4-5=-1794l0, 5-6=-151010. 6-7=- 637t0 BOT CHORD 13-14=0{1247, 12-13= 0t1794, 11-12=011794, 10-11=0f1762, 9-10=011225 WEBS 7-9=01866, 1-14=0t886, 6-9=-8187Q, 2-14=80910, 6-10= 0I396, 2-13=01388, 5-10-35010, 3-13=-432t0, 5-11=-1391259 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design 2) 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 3) CAUTION, Do not erect truss backwards- 4) Truss is designed with, and confirms to the 2007 Florida Building Code wi2009 supplements WARNING- Vanly design ivaram®tars and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use ony wish M `eks connectors This design is based only upon parameters shown. and is to, an individual ouilaing component. not a tr— system Before use. the building designer mu,,' verify the applicability of design parameters and property incorporate this design, into the overah build- g deign. B;doing indicated is to prevent buckling o` nMvidual truss web armor chord members only. Additional femporary and permanent bracing .E is always required for stability and in prevent collapse with possible personal injury and property damage. For general gmdance regarding the ? fabrication- storage, delivery ereetion and bracing of trusses and truss systems, see ANSIlTPI1 Quality Criteria, DSB-89 and BCSI Building Component (( 6904 Parke East Blvd. Safety mmumatian available I—, Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. I Tampa, PL 36610 Job Truss ITruss Type oty Ply Park Sri Hers/ WELLINGTON - 3096-A 1 Tl 71501 j PSQ3096A ENS P8 'FLOOR 9 t L..----.. -------- --—_-- _-_.---------------------_`------•-s?_±3Prence.(tional--- -- Mid Florida Lumber, Bo«ow. FL. 7640 s Apr 19 2016 MiTek Industries Inc Mon Aug 29 13 20 05 2016 Page 1 ID m G DcATA3H 1 rn88oUP4o56_ 1 y31Yk-cyi3vvz3M WeK?N bzS ISs65x L_Kxl52WrTgtigo Syj_mu Scale = 1 33.4 3x"s I! 4x4 — 1 2 o v 3x3 -- 3x3 =- 3x3 — 3.3 — 3xa -- 3x3 = 3 4 5 6 7 8 1x4 I' Ix4 -: 4x4 — 1x4 10 3x6 — 4x4 = 3x3 = 3x3 — 1x4 11 1x4 11 3x3 -- 3x3 — 4x4 — 3x4 — 222 io 21 j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 0-69 Ved(LL) -0-32 15-16 >718 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 0.92 Vert(TL) -0-50 15-16 >459 240 BCLL 0.0 Rep Stress Incr YES WE 0-55 Horz(TL) 0-09 11 n1a nfa BCDL 5.0 Code FBC2014rTP12007 Matrix) Weight- 102 to FT = 0%F, 0 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x4 SP No-1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc bracing REACTIONS. (lb/size) 20=1061/0-3-8, 11=1061/0-7-8 FORCES. (Ib) - Max. Comp./Max. Ten- - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-196310, 3-4=-327810, 4-5=-400810, 5-6=-422610, 6-7=-3997(0, 7-8=-3252l0, 8-9-192310 BOT CHORD 19- 20=011147, 18-19=0f2751, 17-18=0f3779, 16-17=014226, 15-16=014226, 14-15=0t4226, 13-14=0f3760, 12-13=0I2718, 11-12=0.`1099 WEBS 9-11-1494t0, 2-20=-152610, 9-12=0= 11146, 2-19=011136, 8-12=-1106/0, 3-19=-109610, 8-13=0f742, 3-18=01732, 7-13=-70670, 4-18=-69710, 7-14= 0i452, 4-17=01445, 6-14=-562182, 5-17=-552193 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) CAUTION. Do not erect truss backwards- 4) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements- WARNING, Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with M rekTo connecters. This design Is based only upon parameters shown- and is far an individual building component, not a truss system. Before use, the building designer must verify the applimmitity of design parameters and properly incorporate this assign mm, the overall ; building design. Bracing Indroated s to preven! bcickling of ind+vidual truss web anU;or ei,crd members aniy. Additional temporary and pennaneni bracing is always required for staidi;ity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 19" fabrication storage, delivery, erection and bracing of trusses one truss systems, see ANSItTPit Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute- 218 N. Lee Street. Sure 312, Alexandria. VA 22114. Tampa, FL 3661-0 Truss F8A Type 3x3 = 3x6 = 4 Uly i Ply Park SG. Hms l WELLINGTON - 399wA T93715Q2It ..-..— ----- 7 640 sApr 19 2016 MITek industries. Inc. Ni Aug 29 13 2005 201E Page 1 ID mGDcATA31 i1 m 88oUP4c56_1 v3]yk-cy13vvz3M WoK'>N bZSISS65xN4xN52XzI gtbgQ So_rn u c_ 0-F d Scale = 1 33.4 3x3 -_ 1x4 - 3x3 __ 3x3 — 1x4 3x3 — 3.3 — 1as — 5 6 78 9 10 t 23 Er iv22 3. 3 II 3x3 = 3x3 -_- 3x6 = 4x4 = 3x3 = 1.4 it 3x3 = 3x3 = 30 --- 1x4 II Plate O-ffsetS- X,_Y_) Izz_o__T 8yg-o-8L123 0- LOADING ( psf) SPACING- 2-0-0 CSI. DEFL, in (too) Irdefi Lid PLATES GRIP TCLL 40-0 Plate Grip ROL 1.00 TO 0.52 Vert(LL) -0-07 13-14 =999 360 MT20 244/190 TCDL 10-0 Lumber DOL 1.00 BC 0.60 Vert(TL) -0.11 13-14 >999 240 BCLL 0.0 Rep Stress ]nor YES WE 0.47 Holz(TL) 0.01 11 me We iBCDL 5-0 Code FBC2014,, TP12007 (Matrix) Weight: 105 to FT = oTLF, OI E LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purl€ns, except BOT CHORD 2x4 SP No end veBicals- WEBS 2x4 SP No "Except" BOT CHORD Structural wood sheathing directly applied or 10-0-0 cc bracing, 1- 21,10-11. 2x4 SP No.2(fiat) Except: 6- 0-0 cc bracing: 19-20,18-19,17-18_ REACTIONS, ( lb/size) 21=170/0-3-8, 11=588t0-7-8, 18=1364/0-3-8 Max Uplift 21=-79(LC 4) Max Gray 21=295(LC 3), 11=598(LC 4), 18=1364(LC 1) FORCES. ( to) - Max. Comp./Mary . Ten. - All forces 250 (to) or less except when shown. TOP CHORD 1-21=-291t82. 11-22=591f0, 22-23=-59110, 10-23=-591/0, 2-3=-247f439, 3-4=0/1047, 4- 5=0f299, 5-6--832/0, 6-7--125010, 7-8=-1250/0. 8-9=-1214/0, 9-10=-531t0 BOT CHORD 19- 20=244,385, 18-19=-660f82, 17-18=-1047/0, 16-17=0t448, 15-16=0;1250, 14-15=0/ 1250, 13-14=0/1359, 12-13=011023 WEBS 4-18=- 87810, 1-20=155f283, 2-19=-377/0. 3-19=0/413, 3-18=-749f0, 10-12=0/722, 4-1 7= 0/995, 9-12=-68310, 5-17=-92010, 9-13=0f266, 5-16=0,r551, 6-16=-589t0, 8-14=271,183 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 21. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ae 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) CAUTION, Do not erect truss backwards. 5) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements. WARNING Verde deli n g parametwa and READ NOTES ON THISAND INCLUDED htt7EK REFERENCE RAGE Po7H-14T7 reu. 9QF0.7.'Y0P5 BEFORE USE, Design Valid to, use only with MTeM connectors. This design is based only upon parameters shown. a d .s for an Individual building component. not a truss system. Before use. the Budding designer must veirty the applicability of design parameters and o openly incorporate this design into the overall boldim des gn. bra,uog indicated s to prevent bo,khog of mdiw,dual truss web andror Chord members only. Additional temporary and permanent bracing L is always requ'ed fa s.abilrty and to Pre Vent collapse with possible personal injury and property damage. For general guidance regarding the - +'%r* faidleation. storagedelivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSf3-e9 and SCSI Building Component 6904 Parke East Blvd Safety information available from Truss Plafe institute. 218 N. Lee 3treat. Suite 312, Alexandra, VA 22314 Tampa, Fi- 366101 PSQ3096f ENS F9 FMidFloridat_umber. Barlow. F 0-1-8 Li I-_-1 4x4 - Ply Ply ! Park Sq. rims.! WELLINGTON- 3c%-A T9371503 t 7. 640 s Apr 19 2016 M7ek Industries, Inc. Mon Aug 29 13.20 06 2016 Page 1 ID.ESm_NpBr12Lu? my3beVcLXEy3lYi-49GR7F_h7gwBdXAAOTz5flNILdE.rxzc,3XRDzvy mt 9-&-A 0- 1,8 See e = 1. 34.1 4x4 = 1x4 Ira = 3x3 =- 3x3 = 3x3 == 3x3 -= 3x3 = 4x4 = 1x4 =. 3 4 5 6 7 8 9 to 25 a v 24 i2x3 I: 4x6 = 4x4 = 3x3 = 3x3 = 3x3- 3x3 = 44 = 4,6 = 2x3 led II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0,74 Vert(LL) -0,35 15-16 >669 360 MT20 244/190 TCDL 10.0 i Lumber DOL 1 00 BC 0-92 Vert(TL) -0-55 15-16 >429 240 BCLL 0-0 Rep Stress Incr YES WB 0.68 i Horz(TL) 0-09 11 nla nta BCDL 5.0 Code FBC20141TP12007 (Matrix) Weight. 104 lb FT 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(fiat) TOP CHORD Structural wood sheathing directly applied or 4-6-4 no purlins, except BOT CHORD 2x4 SP No-1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, Except- 2-2- 0 oc bracing: 15-16. REACTIONS. (lb/size) 21 =1 079/0-7-8, 11=1079/0-7-8 FORCES. do) - Max. Comp /Max. Ten -Ali forces 250 0b) or less except when shown - TOP CHORD 21- 22=-1072/0, 22-23=-1072/0, 1-23=-1072/0, 11-24=-1073/0, 24-25=-1073/0, 10-25=-1073/ 0, 1-2=-1052/0, 2-3=-2724/0, 3-4=-3784/0, 4-5=-4361/0, 5-6=-4361/0, 6-7=-4298/ 0, 7-8=-3794/0, 8-9=-2721t0, 9-10=-1053/0 BOT CHORD 19- 20=0/2035, 18-19=0/3382, 17-18=0/4172, 16-17=0t4361, 15-16=014361, 14-15=0/4187, 13-14=0/3378,12- 13=0d2036 WEBS 10-12=0/1431, 1-20=0t1430, 9-12=-1367/0, 2-20=-1367/0, 9-13=0/952, 2-19=01957, 8-13=-914/0. 3-19= 916/0, 8-14=01578, 3-18=01559, 7-14=-54710,, 4-18=-540/0, 7-15=-851330, 4-17=- 132/506, 6- 15=-344/206 NOTES- (3) 1) Unbalanced floor live Loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 co 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- 3) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MiITEK REFERENCE PAGE M111,7473 rev. 1P1P3/2015 BEFORE USE. Design valid for use only with MJAPR connectors. This design e based only dean parameters shown, and is for an individual building componentnot a truss system. Betore use. the building designer must verify the appiicabifty of `iesain parameters and property incorporate this design, into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible peso uai njury and property damage. For general qus,ance regarding the - fabrication. storage. deliveryerection and braeing of trusses and truss systems. see ANSUTPi1 Quality Criteria, DSB-89 and BGSI Building component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2Is N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL. 36610 Job Truss PSQ3096A ENP 10 Mid Piond'i Lumber 6adaw- FL 21.8 I 3x3 = 2 uty i Ply tPark Sq. Hms! VVELi_ING1 ON - 30916-A T9371504 ? 7.640 isApr 19 -016 MiTek industries. dc. Mon Ang 29 13.19.59 2016 Page 1 ID I vIv45gwu1:80KS3AgTTCYy31Yr-np:.ofsvimg2BHS8a6VLRtghOPWlaectlaSxF!_Epyi_n_ Scale = 1 22.4 3x3 = 1x3 li 3x3 =_ 3 a 5 1x3 II 3x4 = 3x3 = 1.3 Ii 3x3 = 3,3 = 3x4 = 1x3 II Plate_Cffset X LOADING (psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1 00 TC 0.40 Vert(ILL) 0-09 10-11 >999 360 NIT 20 244/190 TCDL 10-0 Lumber DOL 1 00 BC 0.67 Ve (TL) 0.14 10-11 >999 240 BOLL 0.0 Rep Stress leer YES WB 0-42 Horz(TL) 0.03 8 nfa ma BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 69 lb FT = 0l F, O%E L LUMBER- BRACING- TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 on pur€ins, except BOT CHORD 2x4 SP No end verticals. WEBS 2x4 SP No 3(flat) "Except` BOT CHORD Structural wood sheathing directly applied or 10-0-0 no bracing. 1-15,7-8- 2x4 SP No2(flat) REACTIONS. (go/size) 15=70610-7-8, 8=706/0-7-8 FORCES. (lb) - Max- Comb !Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 15-16=-701/0, 16-17=701/0 1-17=-701/0, 8-18=-699/0, 18-19=-699/0, 7-19--699/0, 1-2=- 651/0, 2-3=-1542/0, 3-4= 1847/0, 4-5=-1847/0, 5-6=-1547/0, 6-7=-649/0 BOT CHORD 13-14=011246, 12-13=011847, 11-12=0/1847, 10-11=0,/1808, 9-10=0/1250 WEBS 7-9=01882, 1-14=0I885, 6-9=- 835/0, 2-14=-828/0, 6-10=0/414, 2-13=0/416, 5-10=-36310, 3-13=-478/0, 5-11=- 134/282 NOTES- (3) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements, WARNING- Verde design paraerater_c and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE, 0es qn valid for use only with NI `ek- 1§ connectors. This designis based only upon parameters shownand is tar an Individual building component, not a truss sys em. Bar.,,. use tt budding designer most verity the appiicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Adddionai temporary and permanent bracing is always required for stability- and to, prevent collapse with possible personal mjury and property damage. For general guidance regarding the 4 fabncation,. storage- aehverp- erection and bracing of misses one truss systems_ see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety information available from Truss Plate lostitule. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss =;Truss Type : Uty Ply 1 Park SG. trots., WELUNGTON - 30.76 _A FI OG GAEI.E 1 1 1 L LS.C? -R Qte rQns314 1one, !------ ------- FL 7.640sApr192016M'irekindusth- Inc. R ID Tvly145g-arut8okS3AgTTCYy3iYr-npLofsvimg2BHS8 G- 4 1 2 3 4 5 6 r 8 9 T9371505 13: 19.59 2016 Page 1 TU WSrewPaSxFLEpyj_n_ 011, 8 Scale = 121.7 11 5- 11-12 6-7-6 1- 4-0 2-8-0 4-0 0 5-4-0 5. C*7 0 7- t6-b r -. -_ l' 9- 2-8 1 P 5& t 11 t 0-S 1- 4 0 1-4.0 1-4-0 1-4-0 0-0,-9 0-7A 1-3-4 1-4-0 1-4-0 1-4 1-4-0 ram -- 0-0-4 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TOLL 40-0 Plate Grip DOL 1.00 TC 0-08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0-Q1 Ven(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0-03 Horz(TL) Q.00 12 Wa n/a BCDL 5.0 i Code FBC2014tTP12007 (Matrix) Weight 58 lb FT 0l F, 0°l E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No 'Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing - 23- 24,25-26- 2x4 SP No-3(flat) OTHERS 2x4 SP No REACTIONS. Ail bearings 13-2-8. lb) - Max Grav All reactions 250 lb or Tess at joint(s) 22, 12. 17, 13, 14, 15, 16, 21, 20. 19, 18 FORCES. ( 11b) - Max. Comp -/Max. Ten- - All forces 250 (to) or less except when shown- NOTES- ( 6) 1) All plates are 1x3 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 ire. diagonal web) 4) Gable studs spaced at 1-4-0 oc. 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) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. WARNING - Verify design parameters and REAP NOTES ON THIS AND INCLUDED MEEK REFERENCE PAGE 114I1,7473 rev. 10/03/2015 BEFORE USE. Design valid for use aniy with pLTey!y connectors. This design is based only upon parameters shown, and is for ar ndlvidual building component. not a truss system. Before use. the building designer must verify the applicatAb y of design parameters and properly incorporate this design into the overall building design- Bracing indicated is to prevent duckling of Individual truss wes and/or chord members only. Addilional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the - fabrication, storage, deliveryerection and bracing of fusses and truss systems- see ANSIRPII Quality Criteria, RS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street- Suite 312, Alezandna, VA 22314 Tampa, FL Soe10 Truss FT1 1 5x4 11 ParkSq. How 1INEI -INGTON-3996-A T9371506 L _ ------ 1-2 IJobfte ra uCTt(ongiL- 7.640 s Apr 19 2016 Mures industries. Inc. Me, Aug 26 13.20:06 2016 Page 1 ID N-jeA50©OZzYPKzVhozPTsy3,Vjz-49GR7F_h7gw6dXAAOTz5flTVdLrGn5--c3XRDzvyj_rnt 3-5 8 4 z4 _ _ 2x4 f i 4,4 - Scale = 1.9.6 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Itdefl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1 00 TO 072 Vert(LL) -0-00 3-4 >999 360 MT20 244,/190 TCDL 10.0 Lumber DOL 1 00 0C 002 Ved(TL.) -0 00 3-4 >999 240 BGLI_ 0.0 Rep Stress [nor NO WB 0,00 Horz(TL) 0.00 3 CID nfa BGDL 5.0 Cade FBC2014fTPf2007 Matrix) Weight: 39 Ito FT = 0 LUMBER- BRACiNG- TOP CHORD 2x6 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No -2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. hb/s€ze) 4=14071Mechanical, 3=879/Mechanical Max Uplift4=203(LC 4), 3=-127(LC 4) FORCES. fib) - Max- Comp./Max- Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 1-4=-1399!208, 2-3=-871t132 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows- 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 Be. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 Co. 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 indicated31Wind- ASCE 7-10. VUIt=140mph (3-second gust) Vasd=108mph, TCDL=4-2psf, BCDL=3.Opsf, h=15ft, 6=45ft, L=24ft, eave=oft, Cat. II; Exp B, Encl-, GCpi=0.18. Bi (directional), Lumber DOL=1.60 plate grip DOL=t60 4) Provide adequate drainage to prevent water pending. 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 Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 to uplift at joint 4 and 127 lb uplift at joint 3. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1056 lb down and 153 lb up at 0-8-0, and 1056 in down and 153 lb up at 2-0-0 on top chord. The des(gnlselection of such connection device(s) is the responsibility of others 10) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1-00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3-4=-5. 1-2=-50 Concentrated Loads (Ib) Vert. 5=-1056(F) 6=-1056(F) WARNING - Verity design p... —fers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIT7473 eev. 10103/241bBEFORE USE, Design valid for use only with Mi welk connectors This design is based only upon parameters shown. crisis for an individual budding component. not a truss system. Before u e, the building designer most verify the applicability of design parameters and properly incorporate this design Into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WA, s always required forstabaRtyandtopreventcollapsewithpossblepersonalinjuryandpropertydamagePo€ general guidance regarding the fabneationstorage, deiive, erection and bracing of trusses and Cuss systems. see ANSIITP11 Quality Criteria, DSB-89 and Bear Building Component 6904 Parke Eas; Blvd. Safety divninurTon available from Truss Plate institute, 218 N. Lee Street. Suite 312, Afexandna, VA 22314. Tampa. FL 366,10 Type IDty I Ply Park Sq. Hms.i WELLINGTON - 3096-A 1 I T9371507 03096R Erc IFT2 F--AT d1 , Mid Florida Lumb¢r. Badaw, FL ___.___._- 4_P.fgLep,1? 7.640 e Apr 19201G _.._.__...._.._ MiYek Industries, Me Mon Aug 29 13.20.07 2016 Page 1 ID. NjeA50DOZzYPKzVhozPTsy3Wjz-YLgaKb?Ju822FhiMaAUKCAJOkEIBVV4rY,,mIBBmVLyj_ms 3-5-0 4x4 — 2.4 ll i F 4x4 -- 1 Sea 11 Scale = 1 9 6 LOADING (psf) SPACING- 0-0 CSI_ DEFL. in too) Itdefl Ltd i PLATES GRIP TCLL 40.0 Plate Grip DOL 00 TC 047 Vert(LL) -0.00 3-4 >999 360 MT20 244t190 TCDL 10-0 Lumber DOL 1 00 BC 0.02 Vert(TL) -0-00 3-4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(TL) -0 00 3 nta nta BCDL 5.0 1 Code FBC2014fTP12007 Matrix) Weight: 38 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc puriins, except BOT CHORD 2x4 SP No.2 end verticals WEBS 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 4=421/Mechanical, 3=681/Mechanical Max Uphft4=61(LC 4), 3=-98(1-C 4) FORCES. (Ib) - Max. Comp /Max- Ten_ - All forces 250 (Ib) or less except when shown. TOP CHORD 1-4=-413I65, 2-3=673/103 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0-148"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Oast. h=15ft; B=45ft, L=24ft, eave=oft, Cat- li; Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber D0L=1-60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 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 20.0psf 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 7) Refer to girder(s) for truss to truss connections 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 4 and 98 Its uplift at joint 3. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 930 to down and 134 Ib up at 2-1-12 on top chord- The design/selection of such connection device(s) is the responsibility of others 10) Truss is designed with, and confirms to the 2007 Florida Building Code w=r2009 supplements. LOAD CASE(S) Standard 1) Dead * Roof Live (balanced)_ Lumber increase=l 00, Plate Increase=1.00 Uniform Loads (pit) Vert. 3-4=5. 1-2=-50 Concentrated Loads (!b) Vert 5=-930 WARNING, Verify design pararnePars grad READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MfF-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTekg connector. This design is based only upon parameters shownand is for ain individual building component not a truss system. Before use. the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated isle prevent buckling of,ridnridual truss web arbor chord members only. Additonal temporary and permanent bracing a is always required for stability and to at collapse with possible personal Injury and property damage. For general guidance regarding the I r ta0ncatlor,starage, delivev. eredlon and bracing of trusses and truss systems_ sus ANSIITP11 Quality Criteria, DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Type Sq.1-1- WELLINGTON-3096-A 30% ENS .G FLAT 79 159 L - - .19k ft rte,0ih toGLSk1i@ii_ Mid Tre uda rum is - Bartow, L- --__ 7.640 s .nr 19 20IS Mn sk industries Inc Mon Ang 29 1,20 08 2D16 Page 7.. ID.IeKMb9CJpiOsNSeoCD7a4Sy3!YI-OXOCYxOxeRBvsgKY8u ZkjYp78,)n FoDvWrwK1 ny,,_rnr 2 - ___--.-.-.-12141-7&_.:- .__-,..-4 4- _- 7 2- 8-0 < Fro 2-6-4 2 4 10 2-4-10 2-4-10 2-4-10 2 Aar - 2-6-4 2-6-4 2-8-0 Scale. 1,14"=1 ` 5x6 = tx4 I 4.8 - 1.4 It 1 2 3 4 ti 24 3 22 2? 4x4 7xL3 2x4 4x8 = 4x8 - Us t. 4x4 = 5 6 7 20 19 18 2x4 II 8x8 = 2x4 II 5x5 -- 4x4 -- 8 9 2 16 4x8 = 4x4 =- 5x8 = 1.4 603 == 10 12 5 4 13 2x4 Ii 6x8 = 3x4 11 2- 8-0 __- E 4 2-6-4 _ 2,-4 10 2 4-10 _ 2-4-10 ._.-4 1e 2-4-10 . _ - .. - ---------- - 2-8-4 -6-4 -_.. - 2=---- LOADING( psf) SPACING- 2-0-0 CSI. DEFL- in (loc) deft L d TOLL 40.0 Plate Grip DOL 1 00 TC 0.85 I Ved(LL) 0-76 18-19 427 360 TCDL 10Q Lumber DOL 1,00 BC 0.92 Vert(TL) 1-1918-19 273 240 BCLL 0-4 Rep Stress Inds NO WE 084 i iHOrz(TL) 0.08 13 nfa not BCDL 5.0 Code FBC2014,`TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No -2 BOT CHORD 2x6 SP No -1 'Except' 13- 19. 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=3167/0-7-8, 13=2227/0-7-8 Max Uplift 24=-371 (LC 8), 13-271(LC 5) PLATES GRIP MT20 244/190 Weight. 445 lb FT = 0! BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals BOT CHORD Structural wood sheathing directly applied or 10-0-0 0o bracing. FORCES, dial - Max. Comp /Max, Ten_ - All forces 250 (to) or less except when shown. TOP CHORD 1-24=-21661264, 1-2=-57791683, 2-3-5779/683, 3-4-11234/1351, 4-5=-11234,11351, 5-6-14260/1723, 6-7=-1429411729, 7-8-13822/1674, 8-9=-13843/1678, 9-10=-13142f1594, 10-11=-4869f590, 11-12--4869f590- 12-13=-1860,`234 BOT CHORD 23-24=-101r'845, 23-25=-1139t9517, 22-25=-113919517. 21- 22=-1139t9517, 20-21=-1626113477, 19-20-1626113477, 18-19=-1729/14294, 17-18=-1729114294, 16-17=-1594113142, 15-16=- 1206/9935, 14-15=-1206f9935, 13-14=-78/614 WEBS 5-21=-2416/296, 5-20-24/284, 5-19=-207/850, 6-19=259/49, 7- 17-509/95, 9-17=-91/756, 9-16=-478175, 3-22=-30/397, 10-15=-281367. 1-23=623/ 5279, 3-23=-3999/487, 3-21-227t1837, 12-14=-54914552, 10-14-5419f658, 10-16=-415/3431 NOTES- (91 1) 3-ply truss to be connected together with 10d (0.148"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 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 CASES) 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=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=oft, Cat 11, Exp B. Encl , GCpi=O 18, MWFRS (directional). Lumber DOL=1.60 plate grip DOL= 1.60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 bat bottom chord live Toad nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 to uplift at joint 24 and 271 lb uplift at joint 13 8) Hanger(s) or other connection device( s) shall be provided sufficient to support concentrated load($) 898 lb down and 130 to up at 19-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements. LOAD CASE(S) Standard kt. WARNING -Verify desiQrr {xaranreters add READ NOTES ON THIS AND tNCL UDED fi9tTEt( REFERENCE PAGE Mill, 7973 ray. 40103.'2015 BEFORE USE. Design valid for rise only with MJeklkcounscal-I This design is based only upon parameters shows. and Is for an edrviauai burring component. not a trus system,. Before use, the building designer mast verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated e, to prevent buckling of individual truss web anther chord members only. Additio'ral temporary and permanent bracing Raw is aways olo red for stability and to prevent coltaose with possible personal,fury and property damage Po; general guidance regarding the fabrmal on. e Eaat Blvd. storage, delivery, erect on and bracing of trusses and truss systems. see ANSIITP11 Quality Criteria, DS"9 and Bost Building Component 69(ld Parke Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria VA 22314. Tampa, rk pro ypa Qty ;Ply spars Sq. Hens; WELLINGTON - 3096-A T9371508 Florida Lumber, Bartow. FL - ID GKMb9C LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase-1.00, Plate Increase=1 00 Uniform Loads (plf) Vert, 1-12=-100, 24-25=-475(1`=-465), 13-25=-10 Concentrated Loads (G) Vert-16=-898(F) do Mon 29 1' 20:08 2016 Page 2 k,Yp78JnKo0vVVrvvK1 nyj_nor WARNING - Verify dasipn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTekea connectors. This design is based only upon parameters shown, and is for an individual building component. not a loss system. Before as the building designer most verip, the applicability of design parameters and properly Incorporate this design rate the overall building design. Brac rig Indicated s to prevent buckling o. mdrviduai truss web andfor chord members only Additional temporary° and permanent bracing is always required for staoldy and to prevent collapse with possible personal Injury and property damage. For genera; guidance regarding the fabrication- storage. delivery, erection and bracing of trusses and mass systems- sea ANSItTPH Quality Criteria, DS13-83 and SCSI Building Component 6904 Parse East Blvd. Safety information available from Truss Plate institute- 218 N Lee Street- Suite 312- Alexandria- VA 22314. Tampa_ FL 36610 JOD truss t I russ I she i Uty ' Ply Park Sq. Hms r WELLINGTON - 3036-A S03096 FNS G _-____ __ PL4T __ _. _..____ _ _ 9 /15t7o Mltl FVonda Lumker. Barta,,. FL. 7640s kp; 19 2016 MiTek Industries, Inc. Mon Aug 29 13 20:082C16 Page i ID. ieKMb9CJpfOsN6eoGD7a4Sy3IYi- DXOCYxOxeRBvsgKY8u?ZkjYrv8iiFnxvvv uK1nyj_fur F __ 2_ 88 _ _ uZ: 1C1 ---------- 8-6-13 11-5-15 1452 _ . .. 174_4 ..2 __12 _ 2-8- 8 2-11-2 2-11-2 2-11-2 2-11-2 2-11-2 2-8-8 Scale = 1 34.8 7x6 1x4 ll 4x8 = 1x4 it 1,,4 II 5x8 - 1x4 ( 7x6 = 1 2 17 3 18 4 5 19 6 20 7 8 4x4 I! Ix8 - 7x6= 4x4 -- 4x4 2x4 II 7x8 _-- 4x4 T LOADING ( psf) SPACING- 2-0-0 CBI- DEFL. in (loc) deft Lld PLATES GRIP TOLL 400 Plate Grip DOL 1 00 TC 0.73 Vert(LL) -0 32 12-13 740 360 MT20 244/190 TCDL 10. 0 Lumber ROL 1,00 BC 099 Vert(T) O 50 12-13 >474 240 BCLL 0. 0 Rep Stress Incr NO VVB 0.91 Horz(TL) 0.05 9 n/a n/a BCDL 5. 0 Code FBC2014,i P12007 Matrix) Weight 213 to FT = O! LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals. WEBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. Qb/ size) 16=1204/0-7-8, 9=3276,t0-7-8 Max Uplift 16=-155(LC 4), 9--455(1_C 5) FORCES. (Ib) - Max. Comp /Max_ Ten -All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-1043i142, 1-2=-2639/335, 2-17=-2639/335, 3-17=-2639/335, 3-18=-6263/763, 4-18=- 6263/763, 4-5=-6263/763, 5-19=-6263/763, 6-19=-6263/763, 6-20=-4085/544, 7-20-- 4085/544, 7-8--4085/544, 8-9=-1564/217 BOT CHORD 15-16=-44/323, 14-15=-618/4971, 13-14=-61814971, 12-13=-763/6263, 11-12=-778/6075, 10-11-778/6075, 9-10=-73/ 520 WEBS 1-15=-310/2473, 4-13=- 312/60,, 8-10=-503/3806, 6-10=-2094/256, 3-15=-2454/300, 3-13--216/1359 NOTES- (9) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows2x6 - 2 rows staggered at 0-9-0 cc Webs connected as follows 2x4 - 1 row at 0-9-0 cc. 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. Vull=140mph (3- second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, mn-15ft; B=45ft, L=24ft, eave=oft, Cat_ 11, Exp B, Encl , GCpi=O.18. MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1-60 4) Provide adequate drainage to prevent water pending_ 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-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 16 and 455 to uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 130 Its up at 17-4-4, and 1407 lb down and 203 lb up at 19-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements_ LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced)- Lumber Increase=1 00. Plate Increase=1-00 abex+ WARNING - Vsrrfy darslgn pararnefers antl REAP NOTES ON THIS AND INCLUDED R9tFEK REFERENCE PAGE MIl-7473 rev. 1 Rl03l2dtb BEFORE USE, Design valid for use only wRh drTeks connectors This desi ir, is based only upon parameters shown, and is for an individual building componentnot a truss systenn Before se. t.ne br llding destine, must onfy the appl,ability of design parameters and properly incorporate this design into the overall ba0rung design BraG,ny ud,cand s to prevent duckling of nd idual truss web andtor chord membc s only. Aden i ! nntroea y and pen- a gent bracing is always requred far scat ny and to prevent collapse with possible personal injury and faunally coinage. For general guidance rega;d,ng the fabrication storage, derivr y- erenlon and bracing of trusses aad truss systems- see ANSIITPl1 Quality current, DSB-89 and Best Building Component 6404 Parke East Blvd. Safety Information available franc Truss Plate Institute, 21P- N. tee Street. Suite 312- Alexandna- VA 22314. Tampa. FL 3661G Tvpe Uty :Ply IPark Sg. Hans 1 VVELLINGTON - 3Ct%-A T9371509 Mid Florida Lumber, LOAD CASE(S) Standard Uniform Loads (plf) Vert 1-8=-100, 9-16=-10 Concentrated Loads (Eb) Vert- 9=-1407(13)10=-898(F) 7.640 s Apr 19 2016 M,Tek industries, Inc Mon Aug 29 1'3.20: 08 2C16 ,age 2 ID ioKMb9C,lpfDsN6e3oCDia4Sy3lYi-GXOCYxOxeRBvsgKY&RZkjYrvBliFnxvyNrvKlnyj_mr I » WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 reu. 10/03/2015 BEFORE USE. Design valid for rise only with MiTekfs connectors this design is based only upon parameters showrr. and is for an individual building componentnot a truss system. Before use,. the building designer must verify the applicad lity of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Rew fabrication_ storage, delivery erection and bracing of trusses and truss systems. see ANSIITPH Quality Criteria, DSB-" and BCSI Building Component 5904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Aiexandro VA 22314. Tampa. FL 36610 AL Truss Truss Type S;Q3096A-ENS iG4 FLAT foo For as L.mto, Bartow- FL 2-8-8 2-11-2 2- 11- 2 5s5 1x4 4,,8 1.4 1 2 17 3 18 4 UP !Ply Park So Hnic, 'WELLINGTON - 3095-A 79371510 21 Smo 1 (Ant) 1 AP, 19 2016 M,Tek industries. [no Mon Avg 29 1320 09 2016 Page 1 ID A,ukoVCxZy8,?GD_Iwepc;fy3lYh-UkvalFIOZP!JmU-vltibWoHx-12DYe_J82IVgtZDyj_mq 17-4 11-2 2-11-2 2-11-2 2-8-8 Eddie = 1 35 4 4r4 5x5 4X8 2 5x4 ll 5 9 6 20 7 8 116 - - - 9 2 'x4 Ii 6X8 7,e 4x4 = 2x4 Ii 4x6 = 2s4 11 5X5 d&:1 - 5- ---- 1 -- ---------- 2-8-8 2-11 2 2-11-2 2-11-2 2-11 -2 -2 2-8-8 Plate OffsetsQ,Yl-_-_ 16_Q-2-8 0-3-0 14J_L -+'jEfJ LOADING (psh SPACING- 2-0-0 CS1. DEFL, in loc) 11/def] Lid PLATES GRIP TCLL 400 Plate Grip DOE 1 00 TO 0.63 Vert(LL) -032 12 >743 360 MT20 244/190 TCDL 10T) Lumber DOL 1 00 BC 098 Ver(TL) -0,50 12-13 >476 240 1 BOLL 00 Rep Stress Incr NO WB 059 Horz(TL) 0,05 9 n/a n/a l BCDL 50 Code FBC2014,'TP12007 Matrix) Weight 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No -2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 Go purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 Go bracing REACTIONS. (Gopze) 16=1204/0-7-8, 9=1869/0-7-8 Max Uplift 16=-155(LC 4), 9=-251(LC 5) FORCES. (lb) - Max Comp./Max Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1043,'142, 1-2=-2641,'335, 2-17=-26411335. 3-17= 2641/335, 3-18=-63241/770, 4-18=-6324,'770, 4-5=-6324/770, 5-19=-5845/748, 6-19=-5845/748, 6-20=-58451748, 7-20=-5845/748, 7-8=-472166 BOT CHORD 15-16=-44/321 14-15=-617/4962 13-14=-617/4962, 12-13=-77016324, 11-12=-77016324, 10-1 1=-568/4267, 9-10=-568/4267 WEBS 1- 15---311/2474, 3-15=-2443/298, 3-13=-225,'1433, 4-13=- 116/61, 5-1 1=-504/84, 6-11 =- 307/68, 7-11 =-202/1661, 7-1 0=-87/713, 7-9=4052/536 NOTES- (9) 1 ) 2-ply truss to be connected together with 1 Do (0. 1 48"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) Wind ASCE 7-10, Vull,=140mph (3-second gust) Vasd=1 08mph, TCDL=4.2psf, BCDL=3 Opsf, h=l 5ft, B=45fL L=24ft, eave=41`1, Cat 11, Exp B, Encl , GCpi=O 18. MWFRS (directional), Lumber DOL-1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water pending, 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 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 16 and 251 lb Uplift at joint 9 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 130 lb up at 17-4-4 on bottom chord, The design/selection of such connection device(s) is the responsibility of others. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase-1 00, Plate Increase=1 .00 Uniform Loads (pit) Vert 1-8=- 100. 9-16=-10 WARNING , Verity design fraramnears and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE V11,7473 rev, 1010312015 BEFORE USE, Design Wid for use only with M,Tekc,,Anhecro,s This aes,q- based only upon dar-ner-, shown andrs for an re building comp .... t ,or I'u's Fy,gion BIdenousi, me bulldog designer must verify the applicability of de.antm parameter, and prictneny,ric.p.rate thus costal, into If. overall brildingdesign. Bracing indicated sto prevent buckling ofiInd ividua!truss weband/orchord members only. Additional temporary and permanent bracing is xf-y-equ-1 for statildy and to prevent collapse with possode oeneona:,npm-y son prop", damage, For general guidance regarding trip i Not fabrication -.storage, delwwy erection and bi-a-q of tosses and truss systems. see ANSVTPII Quality criteria. DSB-89 and Best Building Component ,N 69Parke East Blvd Safety Informationavailable from Truss Plate Institute. 218 N. Lee Street Suite 312 Allod e0na VA 22314. 1 Tampa- FL 36510 Job Truss Truss Type Qty Ply Park Sq. Him, / WELLINGTON - 3096-A T9371510 Mid Florida LumberBartow. FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10-898(F) 7. 640 s Apr 19 2016 MiTek Inamaries- Inc. Mon Aug 29 13.20.09 2 )16 Page 2 ID ArukoVCxZy8j?GD_Iwepcfy3lYh-UkyalHOZPIJmU_vlhbW©llx52DYe J821VgtZDyj_mq WARNING, Verity design parar at— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with M(Tniny connectors. This design is based only upon parameters shown, and is for an individual building component. not I a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the over puitding design. Bracing indicated is to prevent buckling of individual truss well and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse wdh po vib7e personal raury and property damage. For general guidance regarding the fabricahon_ storage, delivery, erection and bracing of trusses and truss systems see ANSI/TPl l Quality Criteria. DSB-89 and SCSI Building Component 0904 Parke cast Blvd. Safety Information available from Truss Plate institute- 216 N. Lee Street, suite 312- Aiesandna- VA2231a. Tampa, F: 36610 Job Truss I Truss Type lQty 1 Ply Park Sol Hens./ VVEU INGTON - 3096-A T9371511 PS03096A-ENS G5 i" a Lumber. Barm,s FL 7 _640 S As, 19 2016 KLFdK Industries, Inc Mon Aug 29 1320 10 2016 Page 1IDArLkoVCxZyBj?GD_Iwepcfy3lYh-vwVVvydlBA3Rd68UxFJ'lr)8e7Ey9WjtBC_9PQ6gyj,_rr)p M&_ . . ........ 11-1-14 14-1-12 16-3-6 18:4,15 -8-441- ____ - - -------- _2L . ..... . 2-3-5 2-1,9 2-1-10 2-11,14 1-7-8 2 1- 14 2-1-10 2-1-9 2-3-5 Scale = 1 37 1 4x4 1x4 dog == 1x4 4x4 = 4A4 ---z 5X6 5XIC 1x4 11 7y6 13 21 224 5 6 23 247 8 9 10 20 25 3x4 ',,.I 7,FS = 2.4 8X10 MT20HS 2x4 2x4 11 5.8 2x4 7x10 MT20HS 4x6 MT20HS I 4L12 @-4 -1', BA 2-3-5 2 1-9 2-1-10 2-11 14 2-11-14 2-1-10 2,3-5 Plate Offsets 7 ------ LOADING (psh SPACING- 2-0-0 C DEFL. in foc) Irdefi Lyd PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TO 1.00 orei -054 14-15 >457 360 MT20 2441190 TCDL 10,0 Lumber DOL 1.00 BC 0,90 Verl(TL) -084 14-15 >292 240 MT20HS 187/143 BCLL 00 Rep Stress Incr NO WEI 0,86 Horz(TL) -009 20 n/a n/a BCDL 50 Code FBC2014.,TP12007 Matrix) Weight, 339 to FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except BOT CHORD 2x6 SP No 2 *Except' end verticals. 11-17 2x6SPDSS BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS 2x4 So No 3 *Except* 10-12,1-19,3-19.3-17,8-12,8-14 2x4 SP No.2 REACTIONS. (lb,size) 20=257210-3-8, 11 =5013/0-7-8 Max Uplift 20=-352(LC 4), 1 1=-710(!_C 5) FORCES, (to) - Max Comp./Max Ten - All forces 250 (1b) or less except when shown TOP CHORD 1-20=-22721317, 1-2--5046/689,2-3=-5046/689, 3-21=-14102/1914, 4-21=-14102,11914, 4-22=-14088/1910, 5-22=-1408811910, 5-6=-20424/2771, 6-23=-23814/3328, 7-23=-2381413328, 7-24=-23814/3328, 8-24--2381413328, 8-9=-9483/1339, 9-10=-9483,11339. 10-11=-4327/619 BOT CHORD 19-20--77/555, 18-19=-1362/9996, 17-18=-1362,9996, 16-17=-2771/20424, 15-16=-27711/20424, 14-15=-2771/20424, 14-25=-2651,'18833, 13-25=-2651/18833, 12-13=-2651/18833, 11-12=-166/1158 WEBS 5-17=-6686/986, 5-14=-585/3560, 7-14=-2417/369, 10-12=-128619129, 5-16--209/11 476, 6- 15=-101 21174, 1-19=-671/4925, 3-19=-5428/738, 3-17=-627/4453, 9-12=-281/61, 8- 13=-148/1129, 8-12=-10252/1439, 8-14=-770/5460 NOTES- (11) 1) 3-ply truss to be connected together with 1 Od (0 148"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 0-5-0 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) Wind: ASCE 7-10, Vu1t=140mjdh (3-second gust) Vasd=108mph, TCD1_=4,2psf, BCDL=3.6psf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat, 11, Exp B. Encl , GCpi=() 18, MV`VFRS (directional). Lumber D0L=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water pending 5) All plates are MT20 plates unless otherwise indicated 6) This truss has been designed for a 10 0 psf bottom chord live load nonconourrent 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 fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 to uplift at joint 20 and 710 Ib uplift at joint 11 9) Girder carries tie-in span(s) 5-0-0 from 14-1-12 to 20-8-4 10) Hanger(s) or other connection devoce(s) shall be provided sufficient to support concentrated load(s) 2168 in down and 313 lb up at 14-1-12 on top chord, and 1444 to down and 209 lb up at 14-1-12, and 549 In down and 79 lb up at 15-7-8 on bottom chord The WARNING, Verify ye,ago parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1011-7473rov. 10103'2015 BEFORE USE Doog, vaild for use only with Iel ekti, connectors This design is based only upon parameters $flown and is for an indivianal forcing component net a UdSS sysion, fief.11se, the 0"" d 9 designer rhusf verify the applicability at (resign parameters and property incorporate this design into the overall build a dengn Bioe,oq indicated I, to prevent ensuing of emv,dnal tress wer, and/or chord members only. Additional temporary and permanent docing is always led led for Stability and to prevent coliai:,m dr, possible personal d,ky and property y damage Fgenerai guidance regardingMe I IMP, "I fabrication storage delivery erection and gracing of trusses and truss systems Sdx ANSIITP11 Quality criteria, DSB-89 and Bost Building Component 6904 Parke East Eavvi Safety Information avaritLw from Irrys Plate institute. 216N Lee Street, Spite 312, Alexandria, VA 22314 1 ''aura, FL 36610 Park Sol HmeJ WEl_LI.NGTON - 3096-A T9371511 said Florida Lumber. Bartow, FL. 11) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber increase=1 00, date Increase=1.00 Uniform Loads (plf) Vert 1-7 -100 7-10=-284, 11-20=-10 Concentrated Loads (lb) Van: 14=-1444(F) 7=-2168 25=-549(F) 7.640 s Apr 19 2016 MiTek Industries. Inc. Mon And 29 13:10.t `tilt ID Ar IkdVCxZyB >GD_iwepcfy3iYh-ywVJyydt BA3Rd68UxF111P8e7Ey VIIIiBC WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010712015 BEFORE USE. Design valid for use only with MiTek d connectorsToy design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer least verify the applicability of design parameters and properly incorporate this design into the overall toi ct c decor Bracing indicated is to prevE of bucking o led :dual truss web and o, chord membeB only. Addfliorat temporary and permanent bracing MAW isaWaysrequiredforstabilityandtoproven; collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses arrd miss systems. see ANSIITP11 Quality Criteria, DSB-SS and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna. VA 22314. Tampa. F 36610 russ PSQ90e6A-ENS i (36 M_,d F-roricia-L-lIrnibe- f -5-wdoa, - FL 3-6-8 3-2-12 IF4 h 1 Ass 2 15 5S I ype Cry IPly Park Sq Hno. VVELLINGTON-3095-A T T9371512 21 764(,,sApf!920!&MITekindustries. Inc Mon Aug 291320112016 Page! ID el S6DrDaKGGadQoAJe929tv3'Yg-Q64KAy2qxMZUjl37pOZGMMAK4MNI SC,_LCp9_e6yj_mo 13-2-12 20_0 _C . . . ... ........... 3,2-12 3-2-12 3-2-12 3-6-8 Scale = 1 34 2 4X9 1 x4 4.9 = 1.4 l 6x8 3 16 4 17 5 18 6 7 14 7x12 214 7x10 MT20HS 8 5X7 2X4 t 7s12 5x7 LOADING (psfi SPACING- 2-0-0 CSL DEFL. in Ioc) I/defl Ltd PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TIC 087 Vert(-L) -058 11 >401 360 MT20 244/190 TCDL 10,0 Lumber DOE 1.00 BC 0,88 Vert(TL) -0,91 11 257 240 MT20HS 187/143 BCLL 00 Rep Stress Incr NO WB 070 Horz(TL) 009 8 Na ma BCDL 5.0 Code FBC2014,,7P[2007 Matrix) Weight 220 b I = 0% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins, except 30T CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No 1 Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 On bracing 1-14,7-8 2x6 SP No,2, 4-11,2-13.3-12,6-9,5-10 2x4 SP No 3 REACTIONS. (lb/size) 14=3325/0-7-8, 8=3325/0-7-8 Max Uplift 14=-482(-C 4), 8---482(LC 5) FORCES. (to) - Max Comic./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-2749/410, 1-2=-8644/1243, 2-15=-8644/1243, 3-15=-8644/1243, 3-16=-15700,'2200, 4-16=-15700/2200, 4-17=-15700,12200, 5-17=-15700/2200, 5-18=-8644,'1243, 6-18=-8644111243, 6-7=-864411243, 7-8=-2749,'410 BOT CHORD 13-14I 625 12-13=-2086/14665, 11-12=-2086/14665, 10-11 =-2086/14665, 9-1 0=-2086,'14665, 8-9=-238/1625 WEBS 4-11 =-959/157, 2-13=-876/158, 1-13=-1 046/7307, 3-12=-22/326, 3-13=-6280/898, 3-11 =-1 82/1080, 5-9=-876/1 58, 5-1 O=-221326, 7-9-1046/7307, 5-9=-6280/898, 5-11 =-1 82/1080 NOTES- ( 10) 1) 2-ply truss to be connected together with 1 bid (0, 148"xY) nails as follows Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 PC Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 do 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) Wind ASCE 7-10, Vurtr= 140mph (3-second gust) Vas&108mjph, TCDL=4 2psf, BCDL=3 Opsf, lh=15ft, 13=45ft, L=2411, eave=4ft, Cat 11, Exp B. Encl., GCO-O 18, MWFRS (directional), Lumber DOL=l 60 plate grip DOL=1,60 4) Provide adequate drainage to prevent water pending, 5) All plates are MT20 plates unless otherwise indicated 6) This truss has been designed for a 10,0 psf 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 fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 482 lb uplift at joint 14 and 482 th uplift at joint 8 9) Girder carries tie- in span( s) 7-0-0 from 0-0-0 to 20-0-0 101 Truss is designed with, and confirms to the 2007 Florida Building Code xv/2009 supplements LOAD CASE(S) Standard IVVARNING- Verify cir.,drifeparameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rive 101031201s BEFORE USE. Design valid for use only with Mi T ek(k' connectors This design is based only upon parameters shown, and to, an,ndondual building d.rdrdroant our a tnos-focern Before use. the building designer must verify the applicability of docirro parameters and pnope,tymco,pode. this design into the overall hooding design. Bracing indicated is to prevent buckling of,nd virtual truss web and,or chord members only. Additional remporai-Y and permanent bracing is ae'ay, 'esI for stalitley and to prevent collapse, with possible rofoona'injury and property damage For general guidance regarding Ine, fiabrical'on -storage aeflivery erectiou and bracing of trusses and truss systems see, ANSVTPII Quality mundrat. DS"9 and Best Building Component 3904 Parke East Blvd Safety Information available. from I hiss Plate Institute 218 N. Lee street Suite 312 Alexandria VA 22314 Tampa, FL 36610 I russ Truss Type iQtV Ply ParK So,. Hms./WEk21NGTCN 3096-A t T9371512 3096A-ENS IG6 !FLAT "? FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-7=-330(F=-230), 5-14=-10 7.640 c Apr 19 20166 MiTek Industries, Inc Mon Au;, 29 13.K 11 2C16 Page 2 ID el S60rDaKGGadQoAJe929ty3lYg-064KAv2gxMZL)jl37pQZGMMAK4MM ?SC_t-Cp9_e5yj_mo WARNING - Yorg y dough parameters and READ NOTES ON THIS AND INCLUDED A47TEK REFERENCE PAGE Mt1 7473 rer. 1010312015 BEFORE USE. Design valid for use only with W rake connectors This design is based only each parameters shown. and is to, an individual buildmq component, not . a truss system. Before use,. the b Iding oceriner must verity the apilicabllity, of design parameters and gingerly incorporafb this design into the overall budding design. Bra•ing indicated Is to prevent buckling of t c mdua truss web and!oi Chord members only. Adin ionat temporary and permanent bracing is aM1vays required for stability and to prevent collapse with possible. personal injury and property damage. For general guidance regarding the - fabricalror,, storage, delivery, erection and bracing of busses and truss systems. see ANSBTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from 1russ Plate Institute,. 218 N. Fee Street. Suite 312, Alexandna. VA 22314Tampa, FL 36610 Job Truss Type Ply j Park So. Hms? WELLINGTON - 3096-A PSQ3096A-ENS HI T9371513 Mid Flonda Lumber, Bartow, FL 7.640 s Apr 19 201E Mi7ek industries. fnc. Mon Aug 29 13.20 12 2016 Page' ID.e1S60;DaKGGadQoAJe929ty3fYg-uJd}NI3SighLLSeJN;4V1Z,Vwih3€3bGVRTt,XAYyj_mn 8-p _ r _......._-15 G 0 _-_...-.- _:&-4-0 _ .__22_4 0 t.._.._... 264 G_ 20..9 1- 33-00 36 3 6 4G0_v_ 4,1_-0-( 0-0 5-8-0 9-4-0 3-4-0 4-0-0 4-0-0 3-5-12 3-2-4 _> 8 - 3 8 S _- 1-0-0 Scale = 1. 74.3 5x5 - 3 v 4x6 = 21 20 19 i8 11 16 15 14 2x4 ii 7x6 - 4x8 = 4x6 = 44 - 10x10 = 5x10 MT20HS 8x10 MT20HS = 2 Q---._ -------- c Q - 2-4,P_-.-__ 2 l-- a_ ^ 2 ... E 9-0 4Q- P_ P . 5-8- 0 9-4-G 3-4-0 4-Q-0 4-G-Q 3-5-12 3-2-4 7,0 0 Plate Offsets Y1. Q _8,0 2 4j,16 0 6.0vQ_2 81-110_0_5_4_k3.0n12.0,3.7.0 3 Qj I1- 0 5 0 0-4-8j j20 0 3_0 0 4 8j_-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in too) Vdefi i Ltd i PLATES GRIP TOLL 20. 0 Plate Grip ROL 1.25 TO 0.86 VertfLL) -0.39 17 >999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1,25 BC 0.89 Vert(TL) -0.98 17 >484 180 MT20HS 1871143 BCLL 0- 0 ' Rep Stress incr NO WB 0.95 Horz(TL) 023 12 nta nta BCDL 10. 0 Code FBC20141TP12007 (Matrix) Wmd(LL) 0,27 17 >999 360 Weight. 283 lb FT 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 1-7-1 oc purlins. 8-10: 2x6 SP No BOT CHORD Structural wood sheathing directly applied or 7-7-12 oc bracing. BOT CHORD 2x6 SP No 2 "Except' WEBS 1 Row at midpt 7-18 12-17 2x6 SP No 1 WEBS 2x4 SP No.2 *Except* 10-15 2x6 SP No 2, 5-19,6-18,8-16,3-21,6-19.11-15 2x4 SP No.3 REACTIONS. (Vsize) 2=2019/0-3-8, 12=3463/(0-3-8 + bearing block) (rag- 0-4-1) Max Horz 2=-153(1_C 6) Max Up1lft2- 366(LC 8), 12=-608(LC 8) FORCES. (to) - Max. Cornp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3914/652, 3-4=-3518/629, 4-5=-3097/594, 8-22=-6869/1189, 9-22=-6869t1189, 9-10=- 6057r`1048, 10-11=6976`1177, 11-12=-7084/1196, 6-7=-3353f641, 7-8=-5777/1021, 5-6=- 2733/559 BOT CHORD 2-21=-509/3425, 20-21=-509/3425, 19-20=-423/3092, 18-19=-368J2982, 17-18=-626/4312, 16-17=- 1074f6876, 15-16=-103616599, 14-15=-1010/6257, 12-14=-1010/6257 WEBS 10- 15=445f2843, 5-19=-17811095, 6- 8=-31511867, 6-19=-773`101, 9-16-511384, 7-17=-456t2770, 9- 15-764t149, 7-18=-22581/436, 8-17=-3115t559, 3-20=-4021102, 4-20=-23t341.4- 19=545t138 NOTES- If 1) 1) 2x6 SP No_ 1 bearing block 12" long at jt 12 attached to front face with 3 rows of 1Od (0-148"x3") nails spaced 3" a - 12 Total fasteners. Bearing is assumed to be SP No 1, 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Opsf, h=15ft, B=45ft, L=24ft, eave=5ft; Cat. 11, Exp B, Encl., GCpn= 0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 pot 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 tali 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 366 to uplift at joint 2 and 608 lb uplift at joint 12 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2168 to down and 363 to up at 33-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (Fl or back (B)- 11) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements. LOAD CASE(S) Standard WARNtNG -Vent etesi y gn f>srametea d REAP NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Ml7-7473 rev. 10I0312 f5 BEFORE USE. Design valid for use only with M,Tek(K conneetor_s This de.sigr. is based only upon parameters shown. and rs for an individual build mg wmpeneth not a truss system Before- 0 the RUCding designer m.,st verify the apPbcalmory of design parameters ao d mcpany incotparate this design into the overall buiidiog ues gr, bracing ind-tad is to prevent buckling of Individoal brass web andios chord members on r ,Addif oval tempo; rry a-1d >ernanent bracing o always equired to, stabilliy and to proven', collapse with pessihis persona injury and oroperty damage Fo€ ge sera' guidance v. arding the • fabricationstorage. delivery erector- and bracing o, trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and Best Building Component 1 69Ct4 Parke Easi Blvd. Safety informed.- available from Truss Plate tnsftut r 218 N. Lee Street, sure, 312, Alexandra, VA 22314. ( Tampa. P_, 36610 Jot-, Truss =Truss Type !Qty ply rank Sq. HoesWELLING-ON - 30% A 1' 9371513 PSQ3096A, ENS Hit IHIP Mid Florida Lumber Bede. FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber lncrease=1.25, Plate lncrease=125 Uniform Loads (plf) Vert: 1-5=-60, 8-10=-60, 10-13=-60, 2-12=-2Q 6-8=-60, 5-6=-60 Concentrated Loads (1b) Vert 15-2168fl 7 640 s Apr 19 2016 MrTek IndustriesInc. Main Aug 29 13 20 12 2016 Page 2 ID el S60i DaKGGadQoAJe929ty3lYg-uiJdjNi3SighLL,SeJNj4V42jVwlri3BtGVRTkjxAYv_mn IIA WARNING - spoilt, design Parameters attd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 res. 1010312015 BEFORE USE, Design valid for use only with al connectors. This design is based onlyclown parameters shown, and is for an individual building component not a truss system Before use the building designer must verity the lveficalb,fry of design parameters and properly incorporate this onsign into the overall budding design Bracing indicated u, to prevent buckling of 1hcwdual truss wet, and chord members only. Additional temporary and permanent bracing s arways,elimord for stability and to prevent collapse with possible personal Miry and property carnage. For general guidance regarding the fabrication storage derivery, erection and bracing of trasses and puss systems see ANSIITPII Quality Criteria, Dal and SCSI Building Component 6904 Park. East Blvd Safety Indmordation available from Truss Plat. Melanie 218 N. Lee. Street Spite 312 Alexandra, VA 22114 'larrilga FL 36610 Truss.Truss Type QTY Ply Park SG rims i WELLINGTON - 3096-A i i b46 s Apr 19 2Q lt< Mi I ch, Industries Inc term Aug 29 1 32o 12 20la page I I D 6DOVD BE C 5a0RF aid Nt Ln H ',4v3iYf-u,J di N i3yryll-ILLS0 Nj4VvZldFuVVBP5VRTuXAYyj_br 1-5- 0 5-0-0 LOADING (osf) SPACING- 2-0-0 CSL DEFL. in loci I/defl Ltd TCLL 200 Plate Grip ROL 1 25 TC 033 i i Vert(LL) 003 2-4 999 240 TCDL 100 Lumber DOL 1 25 BC 0.29 VerhTL) 007 2-4 809 180 BCLL 00 Rep Stress Inor NO WB 000 Hcrz(TL) 000 3 ma n/a BCDL 100 Code FBC2014,7PI2007 Matrix) VVind(LL) 000 2 360 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS- (lb/ size) 3=119!Mechanical,2=308/0-7-8,4=46/MechanicaI Max Harz 2-98([-C 8) Max Uplift 3=-51 (-C 8), 2=-84(LC 8) Max Grav 3=1 19(-C 13), 2=308(LC 1), 4=93(LC 3) FORGES. (1b) - Max. Coma ?Max Ten - All forces 250 (to) or less except when shown Scale = 1 18 3 PLATES GRIP MT20 244/ 190 Weight 18 to FT = 094, BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc parlors. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, NOTES- (6) 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vascl=108ri TCDL=4.2lpsf, BCDL=3 Opsf, h=15k B=45ft, L=24ft, eave=5ft, Cat 11, Exp 6, Encl , GCpi=O 18, MVVFRS (directional): Lumber DOL=l 60 plate grip DOL=l 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 01 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 51 L uplift at joint 3 and 84 b Uplift at joint 2 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements WARNING - Vianty desirP, pe-alien— and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE PAGE a91y-7473 rev. 1010312015 BEFORE USE. Design valid to, se only with MITelety connect s This design s based only upoi- irknarbetem shown, and is for an ind,vid,ml bmIaling component. not a truss system Before use the brid Ing desigher must verity the applicability of design parameters and properly incorporate this 0-9n into the. ov—fl Jun""fing 0kvg" E'acing Indicator is to prevent bucking of,ndr,dual Voss web aud— chord members ohly. Add,tacai rv-p—,y and pem—suit D1.1-19 is always required for si and to prevent col 1apse with res,spue, io—.mal injury and prckscly (1—cre For ponan., guidance regarding ine fabrication. storage d. l,v,,y e,vid.0 and br-ing of fintss- and Vrics systems 'e", ANSVTP 11 Quality Chien., DS6-89 and Best building C.rup—erit 69N Parke East Blvd Safety Information available, from Truss Plate, Institute 218 N. Lita, Street, Suite 312, Ap.abdu., VA 22314 Tampa. FL 36610 Type Park Sri Hms VVEL-INGTQN - 3096-,A T9371b1`i PSQ3096A-ENS J7 1 7.640 s Apr 19 2016 ral Industries, Inc. Mon Aug 29 13:20.12 201E Page 1 ID. 6DOVDBEC5aORFaNNtLhMh4y3=Yf-uJd}N13StghLLSeJNj4VvZjVTIIBBp5VRTriXAYyl_mn 7-0-0 2x4 — 4 LOADING (psf) 1 SPACING- 2-0-0 ] CSI. DEFL. In loc) ydefl L/d TCLL 20.0 i Plate Grip DOL 1 26 TC 089 Vefrt(LL) 012 2 4 688 240 TCDL Q.0 Lumber DOL 1,25 BC 0.63 Vert(TL) 0-29 2-4 275 180 BCLL 0,0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0,00 3 ma n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Wind(LL) 0,00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS, (lb/size) 3=191/Mechanical, 2=352/0-7-8, 4=66/Mechanical Max Harz 2=117(LC 8) Max Uplift3=-85(LC 8), 2=-68(LC 8) Max Grav 3=191(LC 1), 2=352(LC 1), 4=133(LC 3) FORCES. (to) - Max. Comp./Max_ Ten. -All forces 250 (Ib) ar less except when shown. Scale = 1 222 PLATES GRIP MT20 244,/190 Weight: 24 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- (6) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=15ft; B=45ft, L=24ft, eave=5ft; Cat. III Exp B, Encl., GCpi=0.18, MWFRS (directional); 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 toad 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 85 Ib uplift at joint 3 and 68 lb uplift at joint 2. 6) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements. WARNING - earne d design pararnePers and READ MOPES ON THIS AND INCLUDED MfTE6C REFERENCE PAGE R9ft-3473 rev. 10/03f2045 BEFORE USE. Design valid for use only with Mi-reye, connectors. This design is based only upon parameters shown- and is for an individoai bailing canpanere not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of ind iduat truss web andlor chard members only. Additional lemporary and permanenf bracing is always required for stability and to prevent collapse with possime personal mury and p:aperty damage. For general guidance regarding the : 14RO tabricaUon- storage- delivery. erection and bracing of trusses and truss systems. see ANSIITPII Quality Crttarfa, DSB-89 and Best Building Component 6904 barite East Bivd. Safety Information available from Truss Plate Institute, 216 N Lee Street. Sure 312, Alexandria, VA 22314. Tampa- FL 36610 Job iIruss Truss Type Cry jPly Park Sol Hurls I VVL.LlNGTON - 3096-A 7 937 15 16 PS03096A ENS Mal Florida Lumber. Palms. `L I 7. 640 s Apr lo 2016 MrTkk lomisfirles fur, Mon Aug 29 13:20 13 2016 Page I ID 6DOVDBEC5aORFaNNtLhHh4y3lYf-NVBSbe44T_,PCzcCVIwRbkRnGqg97fwBineg , e5i7yjmm 4- 0-8 2 11-8 1 5y4 3 3x4 = 2,,8 H 4 Scale - 1.25 5 2- 11,8 LOADING ( psf) SPACING- 2-0-0 CS]. DEFL. in loc) poefl L/d j PLATES GRIP TCLL 20,0 Plate Grip ROL 25 TC 022 Ved(LL) -002 1-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 049 Vert(TL) 004 1-5 999 180 BCLL 0,0 Rep Stress Incr NO W3 036 Horz(TL) 001 4 Na naa BCDL 10.0 Code FBC20141TP12007 Matrix) Wind'LL) 001 1-5 >999 360 Weight. 40 To FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except BOT CHORD 2x6 SP No,2 end verticals. WEBS 2x4 SP No -3 'Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 no bracing- 3- 4 2x4 So No 2 REACTIONS, ( fresce) 1=984/0-7-8, 4=984/Mechanical Max Harz 1 =94(LC 8) Max Uplift 1=-162(LC 8), 4=-21 1 (LC 8) Max Grant 1=994(LC 13), 4-1007(C 13) FORCES. ( 1b) - Max Comp/Max Ten - All forces 250 (To) or less except when shown. TOP CHORD 1-2=-1109/161 BOT CHORD 1-5=-206/973, 4-5=-206/973 WEBS 2- 5=- 147196& 2-4=-118911252 NOTES- (8) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsif, lh=15ftl 6=45ft: L=24ft, eave=4ft, Cat 11, Exp B. Encl , GCI:h=Sr 18, MWFRS (directional), Lumber DOL=1 60 plate grip DCIL=l 60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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 162 To uplift at joint 1 and 211 lb uplift at joint 4 6) Girder carries tie-in span(s). 13-4-0 from 0-0-0 to 7-0-0 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 8) Truss is designed with, and confirms to the 2007 Florida Building Code w1/2009 Supplements LOAD CASES) Standard 1) Dead + Roof Live (balanced) Lumber lncrease=l 25, Plate lncrease=l 25 Uniform Loads (off) Vert 1-3=- 60, 1-4-241(13=-221) WARNING - Vand, design to—mal— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114167473—, 1010312015 BEFORE USE, Design valid for use only with M, 1 eke connectors This design is based only upon parameters shown and is for an individual ldusidinq comoonitn;, not a Truss system Ele.fon, use, the mi,rang designer must verify The applicability of design parameters and properly incorporate this design into the, overall c always -,,cone. o to, stability and to F—tort collapse with possible personal injury and property damage For 9-eal 9 tida,,ce regarding the fabrication storage deirvety, erection and bracing of trusses and truss sy,corck see ANSIITP11 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke ksl Blvd Sal Information available from Truss plate, institute 218 N. Lee Sh,rot Smile 312 Ar-andua, VA 22314 Tarred FL Job PSQ30R6A-ENS Mid Florida Lumber, 1 Truss it russ Type j01y ;Ply Park Sq. Hms r WELL INGTON-3096-A T9371517 Kd5 MCNCTRUSS 1_O S Apr 192 016MiTe.k Industries I Bartow. FL 7 640 s Apr 1S 2016 MlTek Industries. Inc.. Mon Aug 29 1320.13 2016 Page 1 ID. 6DOVDBEC5aORFaNNtLhHh4y3iYf-NVB5be44T_pCzcC4tVwRbKRnGgo94awF9eg7e5i?yj_mm t G14 1-5-0 3-9-5 3-3-9 Scale = 1 17.0 2x4 _. LOADING (pst) SPACING- 2-0-0 CSL DEFL. in too) Itdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0-21 Vert(LL) -0-12 2-6 >668 240 MT20 244,1190 TCDL 10.0 Lumber DOL 1,25 ( BC 0.67 Vert(TL) -0.31 2-6 >260 180 BCLL 0.0 ' Rep Stress Incr NO WE 0-08 Horz(TL) 0,00 5 nla n/a j BCDL 10.0 Code FBC2014ITP12007 Matrix) Wmd(LL) 0-01 2-6 >999 360 Weight, 29 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=90/Mechanical, 2=38510-7-8, 5=1641Mechanical Max Harz 2=90(LC 8) Max Uplift4=34(LC 8), 2=-99(LC 8), 5-15(1-C 8) FORCES. (lb) - Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312153 BOT CHORD 2-6=-921252 WEBS 3- 6=-272/99 NOTES- (6) 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vas&108mph, TCDL=4.2psf; BCDL-3-0psf, h-151`1; B=45ft; L=24ft, eave=5ft, Cat_ 11, Exp B, Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip CiOL=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 connectlons- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 Ib uplift at joint 4, 99 lb uplift at joint 2 and 15 lb uplift at joint 5. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements WARNING - Verify d.,arm parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M(I-7473 rev_ 10l03f2015 BEFORE USE. Design valid for use only=with MiTeMr, connec`lors. This design is based only upon parameters shown, and is for an individual building component. not at russ system. Before use, the building designer must Vener the applicability of de Sian parameters and property o- revate this design mb, the overall building design. Bracing indicated is to prevent buckling of dvidual truss web andior chord members only. Additional temporary and permanent bracing is always required for 5tabittly and to prevent collapse with possible personal injury and property damage. For ganeral guidance regarding toe fabrication- storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria. DSB-89 and BCSI Building Component 6904 Passe East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa. FL 36610 b i I fuss i truss I ype uty I Ply ParkSol Hms t VVE LINGTQN - 3P9B-A T9 + 15`.8 j 03096A ENS K1 Ni`JNO TRVS..-c i4 1 j......._______ r__ _L_ R@L.CpD.9pL4R1.LQn J Mid . Honda Lumber- Bartow- FL 7.64o s Apr 19 2016 el Industries. Inc. Moo Aug 29 13.20.14 2016 Page 1 ID bQatRVVFgstVVIsjxZR3CWEly3(Ye-rhtTo_4iEHx3ainiU86z_ovSZrpfd;ovmNeFRy.-ISI 4 _._...... _ 10 _3.. ___.____. 1- 5-0 5-2-4 4-8-9 rn 61 Scale = 1:22-9 2x4 = 1x4 ! I 5 3x4 LOADING ( psf SPACING- 2-0-0 CSI. DEFL. in loc) kdefi L,r`d TCLL 200 Plate Grip DOL 1,25 TC 0.62 I Veb(LL) 0 02 6-7 999 240 TCDL 100 Lumber DOL 1,25 BC 049 Vert(TL) 0.10 6-7 999 180 BCLL 00 ' Rep Stress Incr NO WB 0.38 HOrz(TL) 0.01 5 me n,/a BCDL 10.0 Code FBC2014=rTP12007 Matrix) I Wlnd(LL) 0.02 6-7 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No REACTIONS. ( lb/size) 4=2521Mechanical, 2=42910-7-8, 5=377iMechanlcal Max Harz 2=143(LC 8) Max Upllft4=-105(LC 8), 2=-81(LC 8), 5=-39(LC 8) Max Grav 4=254(LC 13),2=429(LC 1),5=377(1-C 1) FORCES. ( Ib) - Max_ Comb /Max_ Ten_ - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798!47 BOT CHORD 2-7=-15511730. 6-7=-1551730 WEBS 3-7=01271. 3-6=-793f168 PLATES GRIP MT20 244/ 190 Weight- 42 to FT = 01% GRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 ac bracing. NOTES- (7) 1) Wind- AIDE 7- 10, VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=1511; B=45ft, L=24ft, eave=5ft, Cat_ 11, Exp B. Encl , GCpi= 0.18, MWFRS (directional), Lumber DOL=1 .60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet 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 105 to uplift at joint 4, 81 Ib uplift at joint 2 and 39 Ib uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)_ 7) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced)- Lumber Increase-1 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-8=-60 Trapezoidal Loads (pit) Vert: 8=0(1`- 30, B=30)-to-4=-148(F=-44, B=-44), 2=-2(F=9, B=9)-to-5=-49(F=-15, 8=15) WARNING -Verily design parameters arrd READ NOTES ON THIS AND INCLUDED A47TEK REFERENCE PAGE pgF}.7473 rev. 7010318016 aEFORE USE. Design valid for use only with M!TesS connectors This deign is based only upon parameters shown and is for an individual building component- not a truss system. Before use. the bu Idlny designe must verify the applicatAhe of design parameters and properly Incorporate this design trio the overall awidina deign. orne ng ndeated s to prevent booking r1f ddvitl mi Lass eb anmor chord members onry Additional temporary and permanent tracing is ealw-aya eomred for stabi tc and to prevent collapse wdh possible personal injury and property damagerd. For general guidance regang theFolfabucadon, storage delivery, erection and bracing of trusses and miss systems, see ANSIfTPl9 Quality Criteria, DS"9 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Prate Institute. 218 N. Lee Street, Suite 312-Alexandra, VA 22314. Tampa. FL 36610 Job KJ68 type TRUSS Sq Hms, VVELUNGTON-3096-A Mid Florida Lumber, Bartow, FL ? 640 s Apr 192016 Mil ek Indu IDS bQatR WFgstWisjxZR3C WE Iy3lYe-NV B5be44T 1 6 Q _._.__. 4-4-5 5-0 4-4-5 4-6-9 T9?,71519 12016 Pagel vCUeg7e5i?yl_rrtm Scale = 1.21.4 2.5x4 - 1%4 5 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In too) Ildefl Ltd TCLL 200 Plate Grip DOL 1.25 TC 0,57 t Vert l-L) 0.02 6-7 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.45 Ved(TL) 0.10 6-7 999 180 BGLL 0.0 Rep Stress Incr NO W6 0.31 Horz(TL) 0-01 5 nia Na BCDL 10-0 ( Code FBC201417Pi2007 Matrix) Wlnd(LL) 0-02 6-7 999 360 LLIMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lboaze) 4=2301Mechanical, 2=37710-7-8, 5=295IMechanicat Max Herz 2=122(LC 8) Max Uplift4=-94(LC 8), 2=-77(LC 8), 5=-23(LC 8) FORCES. (Ib) - Max- Comp/Max. Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=-695136 BOT CHORD 2-7--130(641, 6-7=-130f641 WEBS 3-6=-680?138 PLATES GRIP MT20 244t190 Weiaht: 39 in FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 ce purling BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing_ NOTES- (7) 1) Wind_ ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=5ft, Cat. II; Exp B, Encl., GCpi=O.18, MWFRS (directional)_ Lumber DOL=1.60 plate grip DOL=t60 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 94 lb uplift at Joint 4, 77 to uplift at joint 2 and 23 lb uplift at joint 5. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)_ 7) Truss is designed with, and confirms to the 2007 Florida Building Code w=12009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1-25 Uniform Loads (plp Vert. 1-8=-60 Trapezoidal Loads (plf) Vert: 8=0(F=30, B=30)-to-4=-136(1`=-38, B=-38), 2=-2(F=9, B=9)-to-5=-45(F=-13, B=-13) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M -rekte connectors. This design is based only upon parameters shown. and is for an irelvidual building component, not a truss system. Before use, the building designer must verifythe appi cabli-Ty, of design parameters and property Incorporate this design into the overall building design. Bracing intlicated is to prevent buckling a[ individual truss eh and(ar chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication- sector delivery. erection and bracing of trusses and truss systems, sec ANStrunrl Quality Criteria, D$"9 and Best Building Compord rd 69N Parke East Blvd. Safety Information availahle from Truss Plate orarinte_ 218 N. Lee Slide, Suite 312- cio.andna. VA22,14. Tampa- FL 36616 J yPe 503096A-ENS IL1 Dry r: Ply ;Park Sq. Hr- VVEL-_ING-TON - 3096 -A I i I,iF. Q f ornnno ln. i,..il Mid Finding Lumber, 6anow- FL_. L640 5 Apr 19 2016 Drier, Industries, Inc. Mon Aug 29 1320.15 2016 Page i ID.3CBFesFSdBe9UtWl_mjlmVy3lYd-JuJrOK5K7b3wCvMu2sdCWCL3Hzm601ox7Q76nty, mk Q 1 -9-2 --------- 4G8-0 21 6 14 rib 4_0 29 f 12 _ r3-4 _D 4-4-0 1-00.."- 3 9-4 -3 2-12 - 4-9-2 4 10-14 -" 4-10-14 4-9-2 - - - 3 2 .2 _ 3-9-4 1-0-0 Scale = 159-0 5x5 :::_. 1x4 it 5x8 Fxs -- 6. 00 i12 4 - 18 is 6 20 7 8 3x5 -- 1,, 16 21 t5 14 43 12 3x4 = 3x4 3x9 = 3x8 _ 3x4 = 4x6 MT20HS -- 2x4 211a ___ 4- 9-2 _ 4 10 14 4.10 4 4-9-2 -."_.. _ 7-0-0 Plate Offsets (X,Y j4 0-2-8 Q-24j Jfi 0 4.0.0-3. jB:C-2_8, 2-41 _-------- LOADING ( psf) SPACING- 2-0-0 CSI. DEFL, in (loc) bldefl Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0-66 Vert(-L) -0-19 14-16 999 240 MT20 244/190 TCDL 10-0 Lumber DOL 125 BC 068 ( Verf(TL) -0-47 14-16 836 180 MT20HS 187f143 BCLL 0-0 Rep Stress Incr NO WE 0-51 Horz(TL) 0-12 2 n/a n?a BCDL 10.0 Code FBC2014 TP12007 (Matrix) W nd(LL) 0.15 14-16 999 360 Weight: 399 Its FT = 0 Or LUMBER- BRACING - TOP CHORD 2x4 SP No 2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-3-7 cc purlins 4- 6.6-8 2x4 SP DEE BOT CHORD Structural wood sheathing directly applied or 10-0-0 cc bracing. BOi' CHORD 2x6 SP No 2 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=3057/0-3-8, 10=243410-3-8 Max Harz 10=-52(LC 6) Max Uplift 2=-705(LC 8), 10=431(LC 8) Max Grav 2=3223(LC 13), 10=2463(LC 14) FORCES. lib; - Max- Comp./Max- Ten - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=-6460r`1454, 3-4=-6293/1432, 4-5=-7893{1870, 5-18=7893f1870, 18-19=-789311870, 5- 19=-7893i1870, 6-20--607411218, 7-20=6074f1218, 7-8=-607411218, B-9=-4632t834, 9-10=-4793i856 BOTCHORD 2- 17=-1237/5705, 16-17-118315566, 16-21=-1570/7691, 15-21=-1570/7691, 14-15=-1570f7691,13-14=- 1570f7691,12-13=-65114152 10-12=-70414283 WEBS 4-17-0i441, 4- 16=-70212890, 5.16=-1668/605, 6-16=-2851285, 6-14=0,/326, 6-13--1990t579, 8-13=-553f2463, 8-12=0t438 NOTES- (11) 11) 2-ply truss to be connected together with 10d (0.148" x3") nails as follows. Top chords connected as follows- 2x4 - 1 row at 0-5-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 cc. Webs connected as follows 2x4 - 1 row at 0-9-0 cc 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 Toads have been considered for this design- 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph, TCDL=4. 2psf, BCDL=3"Opsf; h=1511, 6=45ft, L=33€t, eave-off, Cat- 11, Exp B, Encl., GCpi=O-18, MWFRS (directional), Lumber DOL=1-60 plate grip DOL=160 5) Provide adequate drainage to prevent water Bonding 6) All plates are MT20 plates unless otherwise indicated- 7) This truss has been designed for a 10.0 list 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 705 Ib Uplift at joint 2 and 431 to uplift at joint 10, 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1394 Ib down and 483 Ib up at 13-4-0, and 488 lb down and 169 Ib up at 7-0- 0 on top chord. The designtseiection of such connection device(s) is the responsibility of others. 11) Truss is designed with, and confirms to the 2007 Florida Building Code vA2009 supplements- v -izta iu waru . WARNING - e,fly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F1473 rev. 10103/2015 BEFORE USE. Design valid for use aoly with NAiTek eonneetors This design is based only upon parameters shown, and is for an individual building component- not a truss system" Before usd, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buliding design. Bracing indicated is to prevent bmi,hug of individual truss weld and/or chord members only. Addtfionai temporary and permanent bracing is aM•ays required for stability and to prevent collapse will possible persona; miury and property damage For general guidance regarding the RAI fabrication storage- nelive;ry-- erectian and bracing of tn,rsses and truss systems- see ANSi1TPH Quality Criteria, DS" 9 and Best Building Component 6904 Parke East E31vd Safety information available Irani Truss Plate Institute- 218 N. Lee Street Suite 312, Atexandna, VA 22314. Tampa, FL 36610 We Ply I Ply I Park Sul Hms-i WELLINGTON - 30%, -A I T9s71520 Florida Lumber, Bartow,. R LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lilt) Vert- 1-4=-60, 4-18=-131(F=-71), 8-18-60, 8-11=-60, 2-10=-44(1`=24) Concentrated Loads (lb) Vert. 4=-385(F) 18 1100(F) 7.640 s Apr 19 2C16 MLLek tndustnes, Inc. Mon Aug 29 1L 20.15 2016 Page 2 ID 3c8FeSFSdBe9Ut1M_m}ImVy31Yd-JuJrOK5K?b3WCVMu2sdCVVCL3t12m601ox7Q7Bntyi_mk WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M71,7473 rev- 10/03/2015 BEFORE USE. Desrg,! valid for use only with M,Teke cohnesefs. This design is based only noon parameters shown. an<l is for an individual building component. not a truss system. Before use. the building designer must verify the appllcati ip of design ,....meters and property rncorpo: ate rots desrgn into the overall building design. Bracing Indicated is to prevent dockhog of Individual mass web and— cord nembers only. Addronal temporary and permanent bras"rg is ahvays reported for stability and to prevent-.1opse with possible parsonal infury and property damage. For general guidance regarding the fabreatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, QSB-88 and SCSI Building Component 6904 rank, East Blvd. Safety Information available from Truss Plate Institute. 218 N. lee Street, Suite 312, Alexandria- VA 22314. Tampa- FL 36610 Park Sq. Hms! VVELLiNGTON - 3096-A PS -3096A-ENS id it arida Lumber. 4-9-4 T937152` j L2 HIP 1 t.b F 7.64E s Apr 19 2016 M TvK Industries, Inc Mon Aur, 29 13:20.15 2016 Page 1 ID 3c8FesFSd Be9UtVV(_mjimVy31Yd-JuJ;DK5K"?b3-,wCvMu2sdC4JClL30zIM05ax7Q7Bntyj_mk 4-4-G b 6 2 33 4 0 4-2-12 7-& 4 =-&G 4-2 12 4-9-4 LO-o cale = 1:58 1 5x5 .c 1.4 5x5 = 13 4 14 5 3x4 -: 12 3x4 =_ 14 9 3x4 -- 3x4 == 3X8 — 3x4 = LOADING (psf) SPACING- 2-0-0 ( CSL DEFL. in toc) Ildefl Lid TCLL 200 Plate Grip DOL 1-25 TC 0-68 Vert(LL) 0A6 10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 086 Vert(TL) 0.45 1-12 873 180 BCLL 00 ' Rep Stress Incr YES WB 027 Horz(TL) 0 14 7 nra ma BCDL 10-0 Code FBC2014,TP(2007 Matrix) Wind(LL) 0.11 10 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight. 163 1b FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 ac bracing. WEBS 2x4 SP No 3 REACTIONS, Qosize) 1=1321r'Mechanical, 7=1392,'0-3-8 Max Harz 1=100(LC 6) Max Uplift 1=-221(LC 8), 7=-261(LC 8) FORCES. (lb) - Max- Comp.'Max. Ten- - All forces 250 (lb) or less except when shown - TOP CHORD 1-2-2486/444, 2-3-22461403, 3-13=-24801478, 4-13=-2480f478, 4-14=-24801478, 5-14=-2480t478, 5-6=-22371398, 6-7=-2468f435 BOT CHORD 1- 12--33212168, 11-12=-24111958, 10-11=-241f1958, 9-10=-23811951, 7-9=-32212147 WEDS 3-12=-2`405, 3-10-1051710, 4-10-- 489f155, 5-10=109/716, 5-9=01400 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3-Opsf, h=15ft; B=45ft; L=33ft, eave=4ft, Cat. li; Exp B, Encl . GCpi=0.18; MWFRS (directional), 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 pat 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 Ib uplift at joint 1 and 261 !b uplift at joint 7. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. WARNING- Verity design parameters and REAR NOTES ON THIS AND INCLUDED MlFEK REFERENCE PAGE 111I1- 7473 rev, 101027045 BEFORE USE. Design- valid for use only with is Teno connectors. This design is based only upon parameters shown and P for an individual building componentrat a truss system. Beto-e usethe building designer must verity the appirabday of design parameters and modern, incorporate this design, into the overall L-keng design. Bracing indtcaied is to ph,vent buckling or individual truss web andlor chord members only. AddidouX temporary and Permanent bracing is always required far slataley and to prevent collapse with possible personal injury and prone.hy damage. For general guidanee regarding the - fabrication, storage. deliveryerection and bracing of misses and truss systems- see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 69Q4 Parke East Five Safety information ava€table from Truss Plate Institute. 218 N. use Street, Suite 312, Alexandra. VA 22314. Tampa. FL 36610 3096-AJobjIcussIrussIypeutyPly !Park Sq. Hms; VVELLIt PSQ3096A-ENS IL3 (HIP I1 a-__ . Q..b RDfErsricQ_SS3E?`g Mid Florida Lumber. Bartow. FL. ---- - f- 7 640 s Apr 19 2016 M,Tok ID 3e8FesFSdBe9UtW_mjln-Vy31Yd-n4t 16-u-G :... . _-__ <<"2 4 0 _ .._.___ _. `'-6' 12_.___ 5-9-4 5 2-12 - .5 8_- 5-8-0 5_2.12 5x5 _ 1x4 11 5x5 _- 3 13 4 14 5 5-9-4 T9371522 I 16 Page 1 Zl4M4sIJKYLm1 34-4 _0, 0-0 Scale = 1.57.9 ro 10 3x4 - 3x4 - 3x4 _ 3x8 3x4 -- LOADING (psf SPACING- 2-0-0 CSI. iDEFL. in loc) Itdefl LJd PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0-53 VergLL) -0,17 9-10 1999 240 MT20 244t190 TCDL 100 Lumber DOL 1.25 BC 0-84 VerpTL) -0.42 1-12 >947 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.13 7 nta nla BCDL 10-0 Code FBC2014rTP12007 Matrix) Wind(LL) 0.09 10 >999 360 Weight- 164 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-11 on purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1 =1 321 /Mechanical, 7=139210-3-8 Max Harz 1=- 113(LC 6) Max Uplift 1 =- 221 (LC 8), 7=-261(LC 8) FORCES. (lb) - Max. Comp /Max. Ten_ - All forces 250 (lb) or less except when shown_ TOP CHORD 1- 2=-24701438, 2-3=-22351415, 3-13=-2008l406, 4-13=-2007l407, 4-14=2008t407, 5-14=-20081406, 5-6=-2224f410, 6-7=- 24567431 BOT CHORD 1-12=-32112153, 12-15=-205l1760, 15-16=-2051`1760, 11-16=-20511760, 10-11--205t1760, 10-17=-203t1756, 17-18=-20311756, 9-18=-20311756, 7-9=-31312134 WEBS 2-12=-3081134, 3-12-511480, 3-10-391465, 4-10=-3511105, 5-10=-42l469, 5-9=- 45f469, 6-9=-297(129 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE 7-10, Vult=140mph ( 3-second gust} Vasd=108mph, TCDL=4.2psf; BCDL=3 post, h=15ft, B=4511, L=24ft. eave=5ft; Cat_ 11, Exp B, Encl_, GCpi=0.18, MWFRS (directional), Lumber DOL=1-60 plate grip DOL=t60 3) Provide adequate drainage to prevent water pending. 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 20Apsf 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) Refer to girder(s) for truss to truss connections_ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 IS uplift at joint 1 and 261 lb uplift at joint 7 8) Truss is designed with, and confirms to the 2007 Florida Building Code w,f2009 supplements_ WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE (ISE. Oesign valid for use only with MrTedir connectors. This design is based a ry upon parameters shown, and is for an individual building component, not a truss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is in Rrevent buckling of indrvldcai truss web andior clkord members only. Additional temporary and permanent bracing Is always recurred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - . - a formation. storage- delivery, erection and bracing of trusses and truss systems- see ANSHTPH Clearly Criteria, DSB-89 and SCSI Building Component 69 la Parke East Blvd. Safety inform hd,m available from Truss Plate Institut,. 218 N. -ee Street- Sure 312. Alexandria. VA 22114. Tampa, FL 36610 Job Truss Truss Type IQty Pry :Park Sq. Hinds i VVELLINGTON 30%-A T9371523 iPSQ3096A_ ENS L4 Hip 1 1 11--_-, Jd'L Florida Lorri Barlow FL 7.640 c Apr 19 2016 fal Industries Inc Mon Aug 29 13 20 17 2016 none I 0 3c8FesFSdBe9UtVV,_f-)jlmVy3;Yd-FGRbQ07aXCJdRDWH9Hggc;dQPAmP,sOgEbkc;lsr,y__mI 9- 4 - ----------- I _0_0 1 6- s-4 6-2-12 3-8-0 3-6-0 6-2-12 6-9-4 1-0-0 Scale - 1 58 5 lx4 5x5 3 13 4 14 5 3x4 10 3x4 3x4 = 3k4 --- 3X8 3x4 LOADING ( psfi SPACING- 2-0-0 CS1, DEFL. in too) Vdefi Ltd TCLL 200 I Plate Grip DOL 1.25 TC 064 xrer[I_Lj 0, 18 9-10 999 240 TCDL 100 Lumber DOL 1 25 BC 086 Vert TL 044 1-12 899 180 BCLL 00 Rep Stress Incr YES VVB 0.23 Horz(TL) 013 7 n/a ma BCDL 100 Code FBC2014/7P[2007 Matrix) Wind(LIL) 009 1-12 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP lbo.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. ( Rodhze) 1=1321/Meclianical,7=1392/0-3-8 Max Harz 1 =- 14 1 (LC 6) Max Uplift 1=-221(1_C 8), 7=-261(LC 8) FORCES. ( lb)- Max Comp /Max. Ten - All forces 250 (11b) or less except when shown - TOP CHORD 1-2=-2441/429, 2-3=-2273/446, 3-13=-1687/363, 4-13=-1687,,363 4-14=-1687/363. 5- 14=-1687/363, 5-6=-2261,'441, 6-7=-2447A423 BOT CHORD 1-12=-306/2205, 12-15=-1661/1661, 15-16=-166/1661, 11-16=-16611661' 10-11=-1661661, 10- 17=-165/1599, 17-18=-165/1599, 9-18=-165/1599, 7-9=-299/2104 WEBS 2-12=-365/158, 3-12=-112/659, 3 10=-14/329 5-10=-15/332, 5-9=-1051647, 6-9=- 357/154 PLATES GRIP MT20 244/ 190 Weight 170 to FT = 0% Structural wood sheathing directly applied or 2-9-9 no purlins Structural wood sheathing directly applied or 10-0-0 Do bracing. NOTES- (8) 1) Unbalanced roof live leads have been considered for this design 2)Wind ASCE 7-10, VU11=140ni-ph (3-second gust) Vasd=108rnph: TCDL=4 2psf, BCDL=30;csf. fl=1511. 13=45ft; L=33ft. eave=4ft, Cat 11, Exts B, Encl , GCo=0,18. MV%FRS (directional), Lumber D0L=1 60 plate grip DOL-1 60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10 0 pat bottom chord live load nonconcurrent with any other live loads 5) * This truss has been designed for a live load of 20 Obsf 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) Refer to girder(s) for truss to truss connections, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 221 lb uplift at joint 1 and 261 b uplift at joint 7 8) Truss is designed with, and confirms to the 2007 Florida Building Code w,12009 supplements A WARNING - Vantavd.11911p.lereefieand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re- 10103/2015 BEFORE USE. Dk,,gc valid to, use only with M.71 eke, connect— This design is based onlyub.n parameters shown and is for an individual building condronent net a truss system Before use. the bwIftC, chs,gn., must verify the applicability of design parameters and property incorporate this design ink, the overall budding design 51.C,19 lokcattlo c toprevent Duckling of individual truss wao dnd?rc un.,d rincutbeis envy AddlIncuoil tempera ano con-nent brain nii is advays required for stahir, anrl ik prevent collapse, witp po—ble dersonal'Yory and property carnage For general g.,d.nc. ag.ud,off the Park: hioncofith, storage delivery- coorfi.n and bracing of trusses and truss systems- see ANSIITP11 Qhl.lay Criteria, DSB-89 and SCSI Building Component 6904 Parke Earl Bled Safety Information available from ?hiss Plate Inslunhe 218 N Lee Since, Suite 312, Alexandria VA 22314 pampa, FL 3C61 0 orV ITru6S '-Truss Type }Sty ]Ply 1Park SG. Hms i WELLINGTON- 30%, -A i T9371524 '.. NS IIs INIr q 1 1 Lumber- Harlow. FL. — 7.64,1 s Apr 19 2016 MOek industries Inc Mon Aug 29 1320.1' 2016 Page 1 ID XoidrCG4OVmO615x1`TE_Jjy3'Yc-FGRbQv7aXCJdRDVN-i9HgacdQKvmQkNtoiEbkcismyj_mi 0-0 10-C3-0 13-0-0 ----!----____...------...--- 20-0 Q__ r-._ _ - 7-0-0 3-0-0 3-0-0 7-0-0 1-0_11 Scale = 1.35-3 5x5 -- 3x4 ::_.. 5x5 2 10 3 4 3x4 — 3,4 4x4 — 3.4 == 3x4 - LOADING (pst) SPACING- 2-0-0 CSi. DEFL. in too) I/deft Ltd TOLL 20-0 Plate Grip DOL 1,25 TC 0.91 Vert(LL) 0-10 1-9 999 240 TCD' 100 Lumber DOL 1 25 BC 0.81 Vert(TL) 0.33 1-9 707 180 BCLL 0-0 Rep Stress Inter NO WB 0,19 Horz(TL) 0-09 5 not n/a BODL 100 Code FBC2014,r7PI2607 Matrix: Wiind(LL) 0.08 1-9 999 360 LUMBER- BRACING- PLATES GRIP MT20 244/190 Weight 87 tb FT = 0% TOP CHORD 2x4 SP Nci TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No 1 BOT CHORD Structural wood sheathing directly applied or 7-11-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1615/0-3-8, 5=1688/0-3-8 Max Harz 1=-75(LC 6) Max Uplift 1=-354(LC 8), 5=-396(LC 8) Max Grav 1=1694(LC 13), 5=1758(LC 14) FORCES. ((b) - Max. Comp /Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3142/750, 2-10=-272B./705, 3-10=-27281706, 3-4=-2721/701, 4-5=-3135,r745 BOT CHORD 1- 9=-58612775, 8-9=-631/2837, 7-8=-631/2837.5-7=-581r`2715 WEBS 2-9=-2/508, 3- 9=-284f121, 3-7=-290/125, 4-7=-3l509 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design 2) ViAnd ASCE 7-10, Vult= 140lnph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCD€-=3 Opsf, h=15ft, B=45ft, L=24ft, eave=oft; Cat 11, Exp B. Encl , GCpt=O-18. MWFRS (directional), Lumber DOL=1-60 plate grip D0L=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10,0 pet bottom chord live load nonconcurrent with any other live loads. 5) "'this truss has been designed for a live load of 20.Qpsf 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 354 lb uplift at joint 1 and 396 Illy uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 Ib down and 189 lb up at 13-0-0. and 503 ib down and 189 Ib up at 7-0-0 on top chord. The design/selection of such connection devices) 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) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)_ Lumber Increase=1.25, Plate Increase=1-25 Uniform Loads (pit) Vert: 1-2=- 60, 2-4=- 131(1`-71), 4-6=-60, 1-5=-44(F=-24) Concentrated Loads (lb) Vert, 2=-385( F) 4=-385( F) WARNING - Verify d sign per tars aad READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE Mid-7473 rev. 10103/2015 BEFORE USE. <aweek. Design valid for use only with M;Tekor connectors. This desip , based only upon parameters shown, and is for an, Individual building component. not a truss system. Before use, the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckI 9 of indiv dual truss web a ldror chord members only. Additional temporaryand permanent kracing 1 is always repaired for stability and to proven? collapse with possible personal injury and properly damage. For general guidance regarding the — faDrkeatlon- storage- delivery- direct— and bracing of trusses and truss systems- see ANSVTPH Quality Criteria, pSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intomiation available from Truss Plate Inertias, 218 N Lee Street- Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Truss I fuss Type Qty I Ply Park ad Hrbs ! Vr—ELLINGTON 30% A T9371525 Ni illp Mid Fronda Lornos Bans, 'r- 7640sApr 192016failiskIndustries, Inc Man Aug 291320 182016 Page I ID ?—F?3Yi li9outjBg86B[Dswv3lYb-jT'?_eM7DIWRU3N5T;_Bv8qzc9AIvbUwNpOLsOCy,,_mh 15,2-12 -1-0-0 4-9-4 4-2 12 2-00 4-2-12 49-4 1-0-0 Scale = 1 36.2 4x4 4x4 3 3x4 4x4 3x4 3x4 3x4 4-2-12. 4--9-4, Plate OffisetstX,' 6 Cj-Q- LL.... . - - ------- ----- LOADING (psp SPACING- 2-0-0 C51 DEFL. in Is,-) Ddefl Ltd PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 049 VerftLL) -0 15 6-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 080 Vert(TL) -042 1-10 =559 180 BOLL 00 Rep Stress Incr NO WE 0.17 Horz(TL) 005 6 nca n.1a BCDL 100 Code FBC2014iTP12007 (Matrix) Wnd(l L) 004 1-10 >999 360 Weight 91 It, FT 0% LLIMBER- BRACING- TOP CHORD 2x4 SP No -2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 no purlins BOTCHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 no bracing WEBS 2x4 SP No 3 REACTIONS. (Iblisse) 1=786/0-3-8. 6=8591/0-3-8 Max Harz 1=-94(LC 6) Max Uplift 1=-131 (LC 8), 6=-172(LC 8) FORCES. ( lb) - Max Comp/Max Ten - All forces 250 (D) or less except when shown - TOP CHORD 1-2=-1337/255, 2-3=-1041/200, 3-4=-880/200. 4-5=-1040/199,5-6=-1329/249 BOT CHORD 1-10=-1641154, 9-10=-54/880, 8-9=-54,880, 6-8=-157/1144 WEBS 3-10=-32,298, 4-8=-25/294, 2-10=-3531127, 5-8=-342"119 NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7 10 ' Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDl Opsf, h=15ft, B=45ft, L=24ft, eave-4ft, Cat 11, Exp B, Encl , GCP=0 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=l 60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10 0 Pat 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 131 Is uplift at joint 1 and 172 lb uplift at joint 6 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements WARNING - Verify dinage p—nunt.e. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 -, 10103/2015 BEFORE USE, Design valid f.fnse only with MiTenly connectors This design is based only upor, parameters Shown, and is for an individual building cornponent not a tnrss sydl.. Before use. the building designer most verify the ir,phsaiddry of das,qk parameters and properly incorporate this design into the overall In lifinfidesign. Bracing indicated is to prevent buckling ofirdividurbiruse web antEer chord members only i ddit onal temporary and permanent bracing always nec.,ned for stability arid to prevent collapse .,In possible pelsonal,nory and property Cartago For genera? guidance regarding theRowis fabricalloo storage delivery, erection and bracing of trusses and truss systems see ANSUTPH Cruflity Galatia, DSB-89 and Best Building Component 6904 Parke East Blvd Safety Information Lee Street Suite 312 Apsanona VA2,314 Irimp. FL 366IO Park Sp Hiris WELLINGTON - 3096-A T9371526 PS03096A,ENS IN! (MONO HIP I1 2I 1 FArd Firend. Lumber Bartow, FL 7 640 s Apr 19 2016 M,TeK Industries- loc. Mon Aug 29 1320. 18 2016 Page I ID ?_ F?3YH;9outjBq86BIDswy3lYb-jT? eM7DlWR(J3N5Tj 8v8yjzhEAn3phvnNo0Ls0Cfh Pir, 3- 5-12 2-11-4 0-7-0 3X4 = 3x9 II aver —4 LOADING ( psf) I SPACING- 1-0-0 CS1 DEFL. in too) Bdefl L/d TCLL 200 Plate Grip DOL 1,25 TC 0,17 Vert(LL) 0.02 4-5 999 240 TCDL 100 Lumber DOL 1.25 BC 066 Vert(11) 005 4-5 999 180 BCLL 00 Rep Stress Incir NO WB 0,50 i Horz(TL) 0.01 4 n/a Fire BCDIL 100 Code F[3C2014/TP12007 Matrix) I Wiridd-L) 0,01 1-5 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No 3 BOT CHORD 3- 4 2x4 SP No.2 REACTIONS. ( lb/size) 1=2315/0-3-8,4=216811`vfechanncal Max Harz 1 =46(LC 8) Max Uplift 1 =-376(LC 8), 4=-375(LC 8) FORCES. ( lb) - Max- Comp /Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3083/493, 3-4=-319/63 BOT CHORD 1-7=-472/2734, 7-8=-472/2734, 5-8=-472/2734, 5-9=-472/2734, 4-9=-47212734 WEBS 2-5=-419/2621 . 2-4=-30591529 Scale = 1 2-,2 PLATES GRIP MT20 2441190 Weight 79 lb FT = 01% Structural wood sheathing directly applied or 6-0-0 Go purlins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- ( 9) 1) 2-ply truss to be connected together with 1 Od (0 148"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 0-6-0 No Webs connected as follows: 2x4 - 1 row at 0-9-0 no 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3.Opsf, h=15ft, B=45ftL L=24ft, eave=4ft, Cat. 11, Exp B, Encl , GCph=() 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 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 alive load of20 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 girder(s) for truss to truss connections_ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 In uplift at joint 1 and 375 a uplift at joint 4 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 L down and 51 B up at 6-5-12 on top chord, and 1222 to down and 205 lb up at 1-0-12, and 1313 to down and 220 lb up at 3-0-12, and 1374 He down and 230 D up at 5- 0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASES) Standard 1) Dead + Roof Live (balanced). Lumber lncrease=1.25. Plate ncrease=1,25 Uniform Loads (pit) Vert 1-3=-30. 1-4=-10 Concentrated Loads (to) Vert 6=-306(1`) 7=-1222(B) 8=-1313(13) 9=-1374(B) WARNING, trehify drudger marahrob.- and READ NOTES ON THIS AND INCLUDED Al REFERENCE PAGE 1dIIr7473,wv. 1010312015 BEFORE USE. Design valid for use onky with M ek connectors. This design is based only upon parameters shover:, and is for an individual building component. ral, atruss system. Before use_ the building designer must verify the arols-vablicy of design parameters and properly incorporate this design into the oveyfl: holding design Bracing lndieated,sn. prevent bri-KiIng ofirdi,owai truss web andior chord members only. Additional temporary and permanent bracing is always required far stability and to prevent collapse win possible personal injury and property damage For general guidar-Hy, regarding the fabrication, storage delivery erection and bracing of trusses and suss systems. see ANSUTPH Quality Criteria. DSB-89 and Beat Building Component 6904 Park,, East Blvd Safety Information available from Truss Plate Institute- 218 N. L,,c Street Bride 312 Ale.andhe VA 22314 Tampa P, 36610 uuP ; 1 cuss i russ type IUty rFly -Park Sri Hms x WELLING-1 ON - 30%-A i PSC30BT93715< 1(A- ENS 'Pi ;HIP Ili 1 via F7onda un7ber, BanOw_P;_. 7640s,4pr 192016 MiTek indlstrias. In, Mos ay 29 s20 192016 Pagel ID GDQVDBEC5aORFaNNtLhHh4y31Yf-BIYMrh8r3gZLhXgg Fihi8h2WgvaAm KyWX25Pwe.yj_r u 4__._ &4 0 34 _0 _ 14 4-G 3- 4-0 n-G0 1 GG Scale = 125.6 vl 4 4x7 4x4 - 3 9 10 4 3x4 = 1x4 1 3x4 3x4 — LOADING ( psf SPACING- 2-0-0 CSI. DEFL. in loc) lidefil Ltd TCLL 20.0 Plate Grip DOL 1 25 TC 0.30 VerhLL) 0.03 8 999 240 BOLL 0.0 Rep Stress Incr NO i WB 0 08 Horz(TL) 0.03 5 ma ma BCDL 100 Code FBC2014 TPI2007 Matrix) Wind(LL) 0.02 8 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 57 to FT = 0% TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing_ WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=92110-3-8.5=921I0-3-8 Max Harz 2=-58(LC 6) Max Uplift2=-219(LC 8), 5-219(LC 8) Max Grav 2=931(LC 13),5=931(LC 14) FORCES- ( ib) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=1501f350, 3-9=-13021334, 9-10=-1302f334, 4-10=-1302J334, 4-5=-1502I350 BOT CHORD 2-8=-246f1318, 7-8=-244•1132T 5-7=-245,'1285 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design_ 2) Wmd- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3.Opsf, h=1511, B=45ft. L=24ft, eave=oft, Cat_ 11, Exp B, Encl , GCpl=O.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=160 3) Provide adequate drainage to prevent water pending. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 219 Ib uplift at Joint 2 and 219 Ib uplift at joint 5. 7) Girder carries hip end with 5-0-0 end setback. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 Ib down and 86 to up at 8-4-0, and 229 Ib down and 86 Ib up at 5-0-0 on top 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) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l_25, Plate Increase 125 Uniform Loads ( pit) Vert: 1- 3=-60, 3-4=-101(F=-41), 4-6=-60. 2-5=-34(F=-14) Concentrated Loads ( lot Vert- 3=- 175(F) 4=-175(F) WARMING - sandy deli grz parameters antl READ NOTES ON THIS AND INCLUDED Po71TEH REFERENCE PAGE Ml67473 rev. 1010312015 BEFORE USE. Design valid for —, only with M, I s. ty Connectors. This design Is based only upon pararneirrs show^. and is for an individual building component. nor a truss system. Before use. the bidding designer must verity the applicability of desigr, parameters and properly rncorpa ale this design into roe overall building design. Bracing indicated !s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required far stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the Rio fabricationstorage, delivery, erectien and bracing or musses and truss systems. see ANSIITP11 Quality Criteria, DSB-89 and Beat Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate mer ute. 218 N Les, Street, Suite 312 Alexandria. VA 22374 Tampa, FL 36610 PSQ3496A-Epo I Truss Type Qty ply Park So Hire; VVEU INGTON - 3096-A 79371528 P2 IKINGPOST :4 ler, Bartow. FL 7.640 c Apr 19 2016 hil Industries Inc Man Airs 29 13 20 19 2016 Page I ID 6DDVDBEC5aORFaNNIL,hHh4y31Yf-BIYMrti8f3qZL'iXggHhi8h.VVm4'VaAYKy2X225Pwey;_iiu; 1-0-0 6-8-0 6-8-0 Scale = 124.9 4X5 3 3X4 — 1 X4 11 3X4 ---: LOADING (psh SPACING- 2-0-0 CS1. TCLL 20,0 Plate Grip DOL 1,25 TC 052 TCDL 100 Lumber DOL 1 25 BC 046 BCLL 00 Rep Stress Inc, YES WB 0.12 BCDL 100 Code FBC2014,,7P[2007 Matrix) LUMBER - TOP CHORD 2x4 SP plo.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=594/0-3-8, 4=519/lvlechanical Max Herz 2=71([-C 7) Max Uplift2=-129(LC 8), 4=-85(LC 81 FORCES. ( lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-774/135, 3-4=-773/134 BOT CHORD 2-5=-64/619, 4-5=-641619 WEBS 3-5-0/309 DEFL. in too) clefl L/d Vert( LL) 0.05 4-5 999 240 Vert( I L) 0,14 4-5 999 180 Horz( TL) 002 4 n/a n/a Wind( LI-) 003 4-5 999 360 BRACING- TOPCHORD BOT CHORD PLATES GRIP MT20 244/190 Weight, 49 Ild FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3 Opsf, h-151`11 B=45ft, L=24ft, eave=4ft, Cat. 11, Exp B, Encl_ G(Cldi=0.18, MWFRS (directional): Lumber DCL=l 60 plate grip DOL=l 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 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 129 lb uplift at joint 2 and 85 lb uplift at joint 4. 7) Truss is designed with, and confirms to the 2007 Florida Building Code W2009 supplements WARNING , Verne design parameters and READ NOTES ON THIS AND INCLUDED Mini REFERENCE PAGE MX7473 rev. 1010312015 BEFORE USE. Design valid for use only with ral"relre oanneolwa This do-,B-s based only upon parameters shown snob, to, an ind-dow bonding component not I truss system Before use the building designs, must verify the applicablity of design parameters and piopsily—orpoPes run, design ird, Irs, ovs,ie. building design_ Bracing indicated is to prevent buckling,- of individual truss web ancro, chord members only. Additiorialtef po,aryanlpermanen! bracing s always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the R rubrication, storage, delivery erection and bracing of trusses and truss systems see ANSVTPH Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute 218 N. Lee, Street Suite 312 Alexandria. VA 22314 Temps FL 3C610 Job ITrifss iTruss Type IQty Ply ParkSri Hies=WELLINGTON-3C96.A To3,1 29 j PSO3096A,ENS V1 RINGPCS it I MC Fi©naa -umber, Bartow FL z 640s Apr 19 2016 M ek (ndusfr es Inc Mor, Aug >a 1320 20 2016 Rage ID. Xo,drCG40VmrY 15YYTE Jjy3lYc-frCk3l9lg7t,CigFs,PDNDF20E_C73QXgH,gyS5y_mf 4.. 0..0 4-0-0 Scale = 1 15.2 4x4 =_ I 4 2x4 '`% 1x4 11 2x4 LOADING ( psf SPACING- 2-0-0 CSL DEFL. in (loc) Itdefl Ltd TCLL 200 Plate Grip ROL 1.25 TC 0,20 Vert(LL) n/a n/a 999 TCDL 10-0 Lumber DOL 1 25 BC 0.11 Ve (TL) nIa nfa 999 BCLL 0-0 Rep Stress Inch YES VVB 0,03 Horz(TL) 0 00 3 n/a ruia BCDL 10.0 Code FBC2014fTP12007 I (Matrix) 1 - - - — _ --- LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight, 25 Ib FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur€ins. BOT CHORD 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 1=13918-0-0, 3=139t8-0-0, 4=270,`8-0-0 Max Harz 1=33(LC 7) Max Uplift 1=-33(LC 8), 3=-33(1-C 8), 4=-25(LC 8) FORCES. ( To) - Max- Comp -/Max- Ten- - All forces 250 (lb) or less except when shown_ NOTES- ( 7) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vuft 140mph (3-second gust) Vasd=108mph, TCDL-4-2psf. BCDL=3-Opsf, h=15ft, B=45ft, L=24ft, eave=4ft, Cat- II; Fee E. Encl-, GCIP=0.18, MWFRS (directionah, Lumber DOL=1-60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10-0 pet 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 33 lb uplift at joint 1, 33 lb uplift at joint 3 and 25 Ib uplift at joint 4- 7) ' truss is designed with, and confirms to the 2007 Florida Building Code w,/2009 Supplements - WARNING - Verity desi n gparameters and REAR NOTES ON 7M1S AND INCLUDED Pof17EK REFERENCE PAGE 1011-7479 rev. 10103 2P15 BEFORE USE - Design valid for use only with MiTeKe connectors This design is based only upon parameters shown. and is for an individual building component- not a thuss system. Before Ise. the building designer most verty the applicability of design parameters and propery in om nhe this design Into the overall builtling design. Braidog n i caled is to prevent buckling of individual truss web andlor chord members only. Additional temporary and peorianeof bracing is always regcired f. stability and to provent collapse with possibly personal injury and property damage Forgone, lot gmdance regarding the fabrication. storage- doirveiy- erection and bracing of trusses and miss systems. see ANSIITP11 Quality Criteria, DS"9 and SCSI Building Component 69N Parke East Blvd. Safety Intormation available from Truss Plate Institute, 218 N. Lee Street. Suite 312- Alaxandna- VA 22314. Tampa nr 36610 y 6 0 PLATE LOCATION AND ORIENTATION s/ " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0s7 see For 4 x 2 orientation, locate plates 0- ',14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. 90 4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSIi Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 648 dimensions shown in ft-in-sixteenths Drawings riot to scale) M BOTTOM CHORDS I A General Safety Failure to Follow Could Cause Property Damage or Personal Injury I 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by 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 loading shown and never stack materials on inadequately braced trusses. d 0 4, Provide copies at this truss design to the building designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 5. Cut members to bear tightly against each other, 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. 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. O 2012 MITek@ All Rights Reserved MiTek Engineering Reference Sheet. MII-7473 rev. 10/03/2015 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; P1 1, 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 J at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. Irr Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14, Bottom chords require lateral bracing at 10 it. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss mernber or plate without prior approval of an engineer, IT install and Toad vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks, Consult with project engineer before use, 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Utz M# - 13-4-0 C PARK SCE HMS / WELLINGTON 3096-A / ENSUITE OPT 12 - HUS26 1-PLY HGR 5 - HGUS26-2 2-PLY HGR 6 - THA418 FLR HGR 2--8-0 GARAGE 14-8-0 i 9a 20-C-o oa 5-4-0 1 1 & o Floor Loading TC Live: 40.00 psf TC Dead: 10,00 psf BC Live: 0.00 psf BC Dead: 5.00 psf TC Stress Inc: 1,00 BC Stress Inc: 1.00 Spacing: variable A Loading Live: 20.00 psf Dead: 20.00 psf Live: 0.00 psf Dead: 10.00 psf Stress Inc, 25.00 Stress Inc: 25.00 icing: 2- 0- 0 o.c. 5 7 1 unt: PSQ3096A-ENS finer: oa 0 '0 0 City of Sanford Building and Fire Prevention Product Approval Specification Form J 1 7 725 1 Permit # 7 1 Project Location Address 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 Florida Approval# Description I. (include decimal) 1. Exterior Doors I Swinging Therma - Tru Single Door FL8871.5 Slidin MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional 1 Clonay Building Products 94/T40-W4 1`1-15279.20 JRoll Automatic Other 2. Windows S i n gle Nun MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hung Fixed 1 MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Pro'ected Mullions MI Windows & Doors 15764 Verical Alum Mullion FL 15353,2 Wind Breaker Dual Action Other June 20 14 1 Category/ Subcategory Manufacturer product Florida Approval ## Description (including decimal) Siding lames Harding Bldg Products Hardie Panel FL13223-2 soffits ` Aluminum Coils, Inc Coils/ Soffits 12194.1 Storefronts Curtain WallsWall Louver ( j Mass black Membrane Greenhouse E. P.S Composite Panels Other 4e Roofing Products Asphalt Shingles IKQ Industries, STD Asphalt Shingles i Cambridge I FL7006.1 Underlayments Warrior Roofing #15 and #30 Roofing Felt FL2346.1 j RoofingFasteners Nonstructural Metal Roofin Wood Shakes and Shines Roofing files I I Roofing Insulation I Waterproofing Built up roofing S stern Modified Bitumen Single Ply Roof Stems Roofing slate _-____ __-- CCements/ Adhesives / Coating Liquid Applied Roofing stems Roof ilia adhesive Spray Applied Polyurethane Roofing E. F. S. Roof Panels Roof Vents j Other June 014 Category Subcategory Manufacturer Product Florida Approval# Description 5. Shutters Accordion Bahama Colonial Rj Roll up Equipment Other 6. S Other T. Structu ral Co, onents Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation F ormsPlastics Deck / Roo Wall Prefab Sheds 1 Other B. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page I of 4Z- o, i 13CIS '*'e Og :Fx User iio; Topics SIxrnit SCha,ge Stats S, Facts P"Wh"at'Ons --arf 13CIS Site ma, -"'s search Product Approvalfft" PSER Pulchc,serbdI10111, I q st = Application Detail K' FL 9 8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Thernna-Tru Corporation Address/Phone/Email 118 industrial Drive Edgerton, OH 43517 4 19) 298-1740 rickw@rwbidgconsultai)t,.com Authorized Signature Vivian Wright rickw@rwbldaconsultaiits.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Recustered Architect or a Licensed Florida Professional Engineer Evaluation Report - Handcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P,E. the Evaluation Report Florida License PE-43409 Quality Assurance Erinly National Accreditation and Management Institute Quality Assurance Contract Expiration Date 121/3 1/2018 Validated By Ryan 3, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F,,SFII R7CO, aLCPRTIFICA NDf-P-NDEniCF,'A 5-t-4nc4a rd Year ASTM D1929 1096 ASTM D2843 1999 ASTM D635 20033 ASTM E1300 1998 ASTM E84 2000 ASTM G26 i995 TAS 201, 202, 203 1994 Florida Licensed P, ofessional Engineer or Architect 8 S 7 1 R 7 C- 1 _`err'- 4', R, F s f j, gi 9 or-pr,pr app jNN'ak2nf1rp... 9' 1 -'1,—'0 17 Zn — _dtl,aspx?pai-aiii=,,,N,GE-XQNN -tDqty3 Florida Buildina Code Online Pa(-,e 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/131/2016 Date Validated 112/13/2C16 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 Summary of Products 1 FL # Model, Number or Name I Description 8871.1 a. "ClassicCraft Rustic" Series -'6 x 810 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use installation Instructions Approved for use in HVHZ: Yes FL887' R-/ 1I IN A pproved for use outside HVHVerified- _: YesBy: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes r Created by Independent third party: Yes Design Pressure; N/A Evaluation Reports Other: See INIST 8871.1 for Design Pressure Ratings by fc0,71 R 7 A,-- 8971A j elf i) " specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, 8871. 2 p, "CiassicCraft" or "ClassicCraft 13'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series I Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes JF1181181.7" _JR 7 111 folINST'S671,2 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 433409 Impact Resistant: Yes I Created by Independent Third Party; Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 8871,2 for Design Pressure Ratings by r -Vaz-12--w specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. 8871. 3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelihe (OX or XO) - Inswing or Outsoing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 88713 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions, (For Fibei-Classic and SmoolhSpar sidelites, this product approval requires the use of " Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions JNEL,, 2qf 7 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports V F K Lr V A L 8 - L,12 1 r Created by Independent -hird Party: Yes 8871. 4 d. "ClassicCraft" or "ClassicCraft 3'6 x 870 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidel , tes (OXO) - inswing Of' OUtSWfug Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See "INST, 8871.4 for Design Pressure. Ratings by specific Model and for any other additional use limitations and installation instructions. (For Fibel-Classic and SmoothStar sidelites, this product approval requires the use of " j" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASIM E1300-98 utilize,' for areas inside the rIVHZ Installation Instructions F1 S87R7 i N S1 Verified By: Lyndon F. Schmid', P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 11 7 F—ISL ;n7_E e E-, /-l, 8,F l 4_,plf Created by Independent Third Party: Yes fe, "FiberClassic' or "SmoothStar' 13'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes 8n- Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P,E. 4 34,09 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See INS7 8871.5 for Design Pressure Ratings by Created by Independent Third Party: Yes h,qp-.--,A-\ N-\-.floridabuildino.oi-,,'pr, pi- app_dtl.aspx"param=\NGEG'XQNN-tDqt-,"iIjN'ak'-nl-lrp... 9132017 Florida Building Code OnlineZ:- Page of 4 s Pecific Model and for any other additional use limitations and installation instructions. f, "FliberClassic" or 'Sf-nov)ihStar` x 8'0 "Imract' Dpaque Fiberglass Single Door with Series Sidehre (CjX or X01 - inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fls_ SL' 7L-5s71 - KLi—I—I'LLN— ItE - -,dg-f 1 Approved for use outside HVHZ; Yes V-erihe—dBy: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created byindependent Third Party: Yes Design Pressure; NI/A Evaluation Reports Other: See INST 8871.6 for Design Pressure ratings by v S- " ;-, 4fa'LV7 - - specific Model and for any other additional use limitations Created by independent Third Party: Yes and installation instructions. (Far Fibel-Classic and SmoothStar sidelites, this product approval requires the use of "j" part numbers for these sidelites, which have been stained or painhed within six months of installation.) Note - ASTM E 1300-98 Liulized for areas inside the HVHZ 8 8 '--.7- a. "FilderClassic" or "Smooth Star' 3'0 x S'D "Impact' Opaque Fiberglass Single Door with I Series Sidelites (OXO) - Inswing or Outswing Limits0 f use Installation Instructions Approved for use in HVHZ: Yes F 1 _8 8 7 1 7,F:L- R I Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports-," Other: See INST 8871,7 for Design Pressure Ratings by PR8 A" (1 F,,AL SS'117.p jf specific Model and for any other ar idrbonai use limitations Created by Independent Third Party: Yes and installation instructions, (For Fibi and SmoolchStar sidelites, this product approval requires the use of `3" part numbers for these idelites, which have been stained or painted within six months of installation,) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h"Fi . ber-Classic", "Smooth Star", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) ClassicCraft" or "ClassicCraft i Inswing or Outswingi Rustic" Se,res i i Limits of Use Installation Instructions Approved for use in HVHZ: Yes tjS, 7 R7 :1 JNT- - , _8 Ldj Approved for use outside HVHZ: Yes Verrfiecl By: Lyndon F. Schmidt, P.E, 43409ImpactResistant: Yes ited by Independent Thind Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by I Ev',Vi 8871 J8,,Lff specific Model and for any other addihonai use irnitations Createci by Independent Third Pal -Tv: Yes and installation instructions, 8871,9 i. "FiberClassic", "Smoothx 8'0 "Impact Opaque Fiberglass Double Door with ClassicCraft" or "Classick-rdiv Sidelines (OXXO) - Inswing or Outswing Rustic" Series Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes F-Sp-/'! 1%5- Approved for use outside HVHZ: Yes Verified By: I -yndon ' F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NPressureST8871.9 for Design PRating,by c7l _R7._A ka'_E,A FS 1 9:pdf specificF.! speccModelandforanyotheradditionaluselimitationsCreated by Independent ThirdParty: Yes arid installation instructions, (For FiberClass;c and SmoothStar siqrsites, this product approval requires the use of " 31" part minders for these sidelites, which have been i stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ I -- rb 11 =— t l: nihlsLdi :, 26Q1 all —1'ttinf, Ff Jdldn 19 Lee 1,Q y -4 L_ QL _ 4jij4 he, State of Pik, cia is an AA'EEo employe" 0— I "ram_ —da A"ce-'sdi, I —au!m ,Y :: S-Ec Unde—iD,,& ' za, acidnessier a'e cuoh- ecords, I'vcu 00 not ,art oh, e tila it aodreos,ellsasev,, nusporsC to as eco,as racl,cst 10 riot Sent elect onlc Fnai'to th,s antir, Instead, contact the elfice t, phone oF b tracul-osa rnai, if vo have a- questionf, pieass -onla2r ", 4S-, -Pursuar: oer"'Or Floncia slatntes, cffec—ve October ', 2',!2, hcei,sces .--ensed under Charter 1 5, 1,S rnu$t p,oxe the Depa:-ime,it vitn arema; address if they have are, The ehia,ll presides a), bc, h,ea for off"'zs comi-or,"ch'Inn -th the hcels ec, H—ele, ell1a, sdOlOSSes are p,bil: record. 1' y" Or, not wist, to hir, peo"a, acid ess, please provide Ui€ Department with an email ao dress which can be made available, to the public. T c bare, rnine if you are a licensee under' chapter 455, F S., please click -re, product Approval Accepts: 70- 1111 :j 09 = hap: ';kN,NN--NN-. floridat-)uildinL,,orL,;prpj--app__dtl,aspx'.1param=NN'GEN/7XQNN-tDqtN 3I-j1'ak2n1Jrp... 9,13 /2 017 Florida Building Code OnlineZ, Page 4 of 4Z: C,ec,Cai cl Safe InlJTj)— 913 2017littp:="NN-N,--N(, -.floridabuildin,orL,Ipr,,pr_app dtl.aspx'pai SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT" 1. This producf has been r-voluated and k in compliance with the 5fh Ecition 12014) Florida Building Code (FBC) srRicturcl rel7luiremants including the "High Velocity Iftsmcane Zone" (I-IM). 2. Product anchors shot? be (is listed and spaced as shown on details, Anchor embedment to base material shall be beyond wall dressing of shocco. 3. When used in in . "HVI-17" this product coroplies with Seclion 1626 of the Florida Building Code and does not require an iinpact resistant covering, 4. When used in rseas outiidp of thp"14V12" requang wind borne deb -is protection this product complies with Section I/K)9. I,, of th,- Ff3C and does not reel ui,- an impact resistant covering. ,his product meets rni5sile level "Y and indu6s sNind Zone Af os dorined in ASTM E 1796 and Sec tior, 16093.2.2 of the T8C. 5. Far 2x stud fro wing constriiclion, anchoring of these units sholl, be "he same as ffiat shown for 2x buck masonry consimc. flon. 6. Silo, conditions that drwkiie frOM the detats of this growing require furiber engineering analysis by a licensed engineer o-,nsaelered architect. 7. Csul,,wing configumfions using Coastal Sill peen #4 under active doors lineel water infiltration recinferfiews for 11VHT'. 8. inswing conficUrations and outsaing configurations using 01 ilr2m #5 under the door do fiat meet the writer infNration ioquiosfnents fof the "HVIIZ"and shall be installed only in non -habitable areas (x at habitable locations prolec led by on overhang or canopy such that the angle between the edge of ca nopy or overhang 1s) 01 i; less than 45 degrees. 3775 MAX. i FRAME WDIH 36, MY MAX, PANEL WIDTH Z 0 0 OVERALL DESIGN PRESSURE (PSF) DOOR TYPE SWING FRAME DIMENSION POSITIVE I NEGATIVE INSWING 37.75" x 98.00" 80.O -Wo SMOOTH STAR OUTSWING 37-75" x 94.50" 80,0 -80,0 INSWING 37.75' x 98,00" M0 80.0 FIBER CLASSIC OUTSWING 37.75" x 96.50" 8 80.. +80 .0 0E8 (j, 0 See Sheet 8 for dreign pieoufe fimitaflons, V) 4_1 4) Al 5) 471 EXTERIOR J Z, DETAILA-A 4f S' DOOR PA - N - EL moolh sto, PETAIL A -A Panel reinforcement I HORIZONTAL CROSS SECTION 4.02" TYP4 CORNERS 0 PANE! FOP RAIL cy" K T-A4, ' 041 HINGESUE, C45KOIIQM RAIL 28.86% OPEN ARFA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SO >= OA2) 2-1, VERTICAL CROSS SECTION A Xi 2 or 8 r16 EXTERIOR DETAIL A -A DOOR PANEL 6' Fiber Cka-s"Ic 0 11 1) 0 c <toA o 0 DfiAIL A -A Panel reinforcement INTERIOR HORIZONTAL CROSS SECTION 1-53' TYP. 4 COIRNFRS OF PANEL XK, OP PAL6!)-m ( C) 6 WL 28.86% OPEN A,REA MAX. NOTE: WOOD DOOR COMPONENTS: PINE ISO >= 0,42) Ali 0 of o 5 BEEM T2 )_ VERTICAL CROSS SECTION 3 Yff' t a - DAM 051227c Cry,. 'wl CHX. ey: If s FL - 8871.5 FET 8 1- 1 /.4" m PAS. (Ty,j I I " HORIZONTAL CROSS SECTION quiWng '—hOwn-- -in 5,A—n9 niso app'o'jed 0:-mI —, shown-insa+in also approved All 0 P Z z 6 76 I 1- 114" MIN. FmB. (TYP.) it 4 DAM SCAIT: N. T. S, Wc, W! [)WS C11K. BY; ss EXTERIOR INTERIOR VERTICAL CROSS SECTION 0 -itsMng shown - inswing also approved EXTERIOR INTERIOR r4_ VERTICAL. -CROSS.-SECTION Inswing configuration eeg6neral notes, sheet I for 'lh/HT'watef infillrolion requirements EXTERIOR INTERIOR VERTICAL CROSS SECTION Shown w/1 X sub -buck EXTERIOR INTERIOR r5-'\ VERTICAL CROSS SECTION for'IMIZ7 water infiltTation requirements NNII N z& r 0 — z 6; INTERIOR EXTER109 0 z 0 0 KZ a L. z z_ iQ j z0) 3 VERTICAL CROSS SECTION 5 OutsWng configuration see genera, notes, sheet I for 1WHT'waler infiltration requirements INTERIOR EXTERIOR 6 (j,)VE,RlICAL CROSS SECTION 5 see general n, es, sheet I for 'WHT' water infiltration requirements 0 q 1z N. T. S, D W r,w wIfs H- 8871.5 srFr 5 8 MASONR OPENING 2X BUCK alffilmanow 5E 0 I rn MASONR OPENINC CONCRETE ANCHOR NOTES' I. Concrete anchor loco?irms at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor lorctions noted as MAX ON CENTER" must be adjusted to maintain the min. edge distance to roortarjoints, additional concrete anchors may be required to ensure the "MAY;. ON CENTER" dimension are not exceeded. 1 Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT EDGE ANCHOR FTW TRPCCJNx 1/4" 1-1/4" 2" 4" ELCO 'x 114- 1-1/4- 4" UL .LJ TRACON WOOD SCREW NSTALLAPON NOTES: Maintain a minimum 518" edge dolonc. P, I e, nd distance, fl— I o. C. spacing of wood screws to prevent the splitting of wood. FRAM 2X Bl FRAME ANCHORING — Masonry 2X buck consfirucfion A, 0" IZ T? 6 z E 6" . , 0 c W Q a 6 A _-'r: N, T, 5. ou;, ou _DWS CHK BY : I S DRAW,11, S,T,Fr G or z s4 00 MASONRY OPENING FRAM Ix BUC HINGE JAMB CONCRETE AN(JI0R N01E5. con C'she ancho, koxitions at the comers root, be adjusted to maintain the awn, Page distance to modurjoints. 2. Concrete anchor locutions noted as WIAX. ON CENTER" rntaf be adjusted 10 mairitoin the, rr;n, edge distance to morlarbints, additional concrete archon rnriy tip rprqutred to emure the WAX. ON CENTER" dimension ore not exceeded 1 Corc,ole anctior fatale: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCONO 114" 1-1/4" 2' 4" IT14 TAPCOO 3/16, 1 + 1/4" 3° 1-112, WOOD SCREW INSTALLATION NOTES: end distance,& I"O.c.5podngof wood screws to prevent the splitting of wood. FRAME ANCHORING Masonry I X buck construction 1p so n __MTS, TYR", Fy, L)WS ctnc ter: LF S FL- 8871.5 SHEFT 7 or 8 1 ass• _ ql \l HEAD 8 SIDEd9 $ Jamb 5.8T' TNRfSHgtD lnsv g sail-c ti7u5i 5.75` I II 1 iHRESHOLA f7u+su+r,g sionrltxd 7HRiSHi?iD _ SMnf3 G(SjEiSILiY;iP 4.5T" S 4 iiMHOLD Ovs"ing ccasfd THRESHQLD__ r _ insrrirug F MAX. DESIGN PRESSURE - +l 56 P'SF-I 3 a, a a sS a z N y trl o c> f27i N' T.5. R t)WS n LFS FL 8877,5 9 or 8 Florida Buildin- Code Online Pate I of 3Z71 -- v 3, 01.1 E,C:S H.Me Log in User keg*tratrori Hot Topics st,vnvt surcharge Stats K FassS Ftiblicanons FBC Staff RCIS Site Map UnKS Search 11product ApprovalkjUSER: Public Liverd1b"Pr LI_gI_,IZj Aj _DO, a _1,LQn I !APZLIU- > Application Detail r FL m FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Ernail 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsithrige, @miwd,corn Authorized Signature Brent Sitlinger bsitlinger@riiiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Repolt from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivaience of Product Standards Certified By Sections frorn the Code Product Approval Method C 32 2 'FO - - CC! FIL_LQLI'-i 5tAnd AAMA/WDMA/CSA 101/1,S.2/A440 Method I Option D Y 9! war 2008 http: /!www, il ori dabuil ding 972017 Florida Building Code OnlineZ: Parry 2 of 3 Date Submitted 10/29/2015 Date Valitiated 10/30/2015 Date Pending FBC Approval, 11110112015 Date Approved 12/115/2015 Date Revised 08/ i 1/2 01 7 umma of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN F' 7Li ') P' 4E 51 831L- _0_0 L,_,Ldf PRESSURE RATINGS Created by independent Third Party: Yes lS332,2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No F L i 531._2 R3 df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas E2514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN S c R3 AF rIE —df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F'--57 0 nof Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN -_ R3 51296,S PRESSURE RATINGS Created by Independent Third Party: Yes 5332. 4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No r2 R_-, j 1_2249C-r 2g' Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Evaluation Created by Independent Third Party: Yes Design Pressure: N/A v nation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 5_962 f PRESSURE RATINGS Created by Independent Third Party: )'as 15332. 5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No fL'153_n_R3_11 S7C--2rQ_ priff Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS _Cr_e-a_t,ed by Ince--penden-t Third Party: Yes 15332. 6 SERIES 420 REINFORCED 1 SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM EGG 96'x96" Limits of Use installation Instructions Approved for use in HVHZ; No Q, L-, " Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 6251'4 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN CL PRESSURE RATINGS _ C,,-eate d by independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED AL. UNIINUM, SGD Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD OXO !46"x96" Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http:,' 1 NAN N.floi-idabuilclino,or(?I pr! pr app dtl.aspx"lparam NN,GEN"XQN\-tDqtl-18 71—qN-d N-Idk... 9:722017 Florida Building, Code Online Page ) of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 SERIES 430/440 ALUMINUM SGD Created by indepencien', T bird Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No [,pd Approved for use outside HVHZ: Yes Verified BY: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI5-;32 3 AF 5!()8,QQC'P PRESSURE RATINGS Created by independent Third Party: Yes 155332,9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD I 1,43"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No !FBI 533_) T j8- f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lornas 62514 Impact Resistant; No Created by independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by independent Third Party: Yes nc- Et 4 4,_7 114 The State of Florida Is an Ary EEO employer. lent Fetasl'lb its --ro&.n3 Rtf qLij "v - -1L -_eDg-- jnder email addresses are puldhc records. If you do not want you; e—ad address released in responsc to a PUblIC-nocords request, do not send l ec"r—C mai this entrt1. luive.d, contact the ofre ov phone or by tnicnt,onai mail if ya- have an, questions, please contact 850 487,1395 —.iouant to Section Florida Stat.it", effective October Ion455,27v,)' 1 2012, licensees censec near Chapter 455, F,S. rn.si provide the Departnient br, a-, emad address if they have one. The emads provided may be, used for officlai communication oitc, the bconnee. However email addresses are public iecod. If you do no, wish to supply a personal address, please provide the Department with an email address which can he made available to tire public, To determine if you are a licensee under Chapter 455, F,S,, please ChCk tg-Q_, Product Approval Accepts: M 9_—, 10-0-11 M C a r,-, Safe htip:"'x,,-xN-N,,.floridabuildinL,.orL,,'prpr app_dtl.aspx"paraiii=NN-GE\7XQA-tDqtfl8"/'-Iq\-dNN'Idk... 9/7/2017 T I—' Till PRODUCT SHOWN Hi REIN IS DISIGNID AND MANUFACTURE TO COMPLY Willi FIF QUITEEM( NTi OF 'HE F1 ORJDA tHIJILDING, CODE. C WOOD T1AMJW'-1 AND MA7)NRY OPFNIN,, 10 13F 0`51GNFD AND ANCfPORFD TO PROPl RtY PAN';F ER All I JOATO SIRUCTUP" , FRAMING AND vlA1-,ONPY OPFNING 1S THE OF.. THE ARCHITECT OR T NGINFER OF Rf-CORD, 3 1 X BUCK OVI R MtVIONRY/CONCRT TF I,,, 0PI'ONAt , 'WfIfRE lX RUCK I; NOT IJSI7f) MANFRIAIS MUST RI F SIPARA[H) WITH APPROVED COATING OF MI'MURANT, Ft , JCIION OF COATING OR MEMBRANE IS THE RrSPONt ;'UiHTY OF HIf ARcFfITfCi OR ENC- 1NFfP OT lFECORD TF—, Jr(,RIA' O 1/3 WAS N-71 Lj-l- IN lHE -)F-,!C;N 0V TI-l- -RODW-, 1;1 1 , D r ,, I SHOWN Il Ri IN WIND 1 OAD DURAT ON FACTOR Cd= 1 6 01,16 USED FOR WOOD ANCHOR CAtCU1ATK) N'1- 5. IRANI MATFRIAt FXTRUOFT, AUTIMINUM 6063 T5 ll TINOS MU',T 'W- IJAIiID PIR ARIM, E1,100--04 WIjil >AFFT`( GLASS 7 APPROVED AIL'ACI l',RI)fFCIJVF ',Y',HM 1, RLQU RED Ff)O T)TIll I)UjlyCj IN 'WiND HORNS 8 Sfli? A AiQ1J1'RFD A `ACH IN.,'AltATION ANCHOR WITH 10 - D%D RFARJN(, SHIM. '111W WHIT,R E Y"AC, I 1)' 1/16" OR GREATER OCCURS. MAXIMUM AHOWARIlT SHIM, STACK TO IF 1//4", 3 9, DOOR AVfMAHFSINSfAItfD HI T;F OVERHANG RATIO IS EQUAt OR GEJ-AlFR THAN IJ) Do NOT P-QUIRF WAfER, INHIT' ATION 'F';JSIANCE C1VTPIIAN(; RATIO, = 0VfRHAi,1'G LiNf;IH/OVERHANG TTIGH1 10. FOR T%N'>Il/) I1.NO INTI) W,)()T) TPAViNI; OR 2X RUCK USE #10 WOOD SCRIF'NS INHII STITi(JIINFNPTif T(i A1, H1jVE A 1 3/5" MINIMUM t.MREDWENT INTO SURSTRATF, LOCATE ANC I IT)H'; AS "HOWN IN F i E VATIONS AND !NS1 A(_I-ATION DF fAll-S, 11, FOLT ANIJIORING, INTO MASONRY/CONCRfTL USE 3/16" 7AFICON5 WINI SUFFICIENT LtNGTH A III'VL A 1 1/ 4" MINIMUM EMRTOMINT INTO SUP51RATE WITH 2 1112' MINIMUM LOOE A'„ C, t I IX--1F-, Alll K)RS AS SHOWN IN EI-EVATIL)W, AND NsAl IA FIQN DE7A0 12 FOR J,NdCHT11TiiNG iNTI) MIA! S-'TF)CTtjTu',F #10 SM--, UP SELF DRIHINC; SCRIFAIS WITH FUFFIII-lf NJ` 11 Nrl," TO ACI fl[ VE 3 THRf AO( ,; MINIMUM W YOND STRUCTURE INTE RiON WALL... F-O',',AiF ANCHOR,-, V,' SHOWN IN i[ I-VAHON", AND tNSIALLAlION DETAILS. 13 ALL fA';IiNfRS TO W CORROSION Ht', ISTANT, 14 N7,TAJI 1 P-1 QN ANCIIQRS SHALL RE ItNST A1.L.ED IN ACCORDANCE AIJIH ANCL-V)P NIA NUIACTURfIT'S IN-)!MiATION NSTRUCIIONS AND ANCHORS SJ-IAH NOT RF USID IN SIJR,TRATF-'i 1N,]Tj4 THAN THL ?AINIMIJM STRENGTH SPFCITIED BF[OW A, WOOD IIHNIMUM SPf CJfYC OF G=042 0, CONCPf TE - MINIMUM COMPRESSIVE STIRLIAGI)l OF 3,192 PSI. C, INA',01NRY STPIN,';fll CONFORMANIC", TO AS[ M C 90, GRADE N, FNPF I (OR cR[-AmRy D, kDTAI ',TFFI 18GA, 33K',I OR AtURRINUM 6063-15 1/8" THICK VNIMUM 15 APPROVIO OX, YO, XX, X", PX, XiF, PIX TAB[F M, :CON JFNTS STIT"T N') I NOTES No"A, lAHON [) l, TAHS REVISIONS PF I D'up I 111-1()IFI, A1' D R ANCF AND F N INSTAI ATION 17110113 1 R i 4 --- R E VIS I D 1 N TAt IA i'0 N DE I-S I f? I MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" 1 NOTES r N0 08-02249 NTS 10/30/1.3 1 OF 10 SIGNED: 10/ 23,12015 0 D TATE OF °ki,ti OR q F-1 M A y t. I/, L wi `: f ANCHOR', PIP LOCAIION CHARF #,5 NLr'kABfPl' 0OcA,TIONI; pf JiflRIED MAX t 17" MAX 5" MAX I) c, M A Y, I/" MAX MAX PmAf jj F, MAX j SERIES 420 SGD REINFORCED WITHOUT ADAPTER FXTFR164 VIFW DESIGN PRESSI IRE RA TING 1 WPA% T RATING' 35, OPSF NONE SEE CHARTS #IAN0 I* FOR OTHER UNITS PATlEJ(,S REVISIONS ' N M_`) Fi nna(Tr Mj r td Al lore 12110111 FI I RFVW) 3/ 1 CHART NI WHERE VVA7FR INFIL TRA NON RESTS TANCE IS REQUIRED SEE NO TF 9 SHEET I CHART,* WHERE VVA TER WFIL TRA TION RE RESISTANCE ISNOT REQUIRED SEE NOTE I? SHEET I CHART#3 MI WINDOWS AND DOORS LLC W ' 1900LAKESIDE PARKWAY FLOWER MOUND, TX 75028 W OU I IDAPTF SER!ES420SGDREINFORCEDWITHOUTADAPTECF96" x 96" E L " To LEVATION V.L, 08-02249 rb PATS P" 10/30/13 10 SIGNED. 10/ 23 2015 R L 0 E N R = 1 51 5" MAX 6" MAX 1 7" MAX C, MAX RAM W, MAX I ,)6" MAX FRAME WIDIH 0' ' 'ATi()N AT HFAD & jAMCS CHART I 4 FOR NUMBH Of tOCATiONS REQUlFRED 17" MAX 0 C. SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTER16T?VIEW DES!GNPFESSURFPATING IMPACT RATING 35, OPSF NONE SLE CHARTS R1 AND #2SHEE T2 FOR 07HU3 UNITSRATiNGS C, MAX 2) AtlCHOR'S PFR ()CATION AT ',;j_j Et....'HART #4 FOR NUMBER Of 10CA11ONS PE()Uip'0 AOMH) RANGE All') FN' NSTALIAIIQ"j 12 ot)/./1iF 1 GHAP7 # 4 Number of anchor locations required Single Panel and Total Umt Width (m) Frame i- igH 30. 0 36.0 42.0 4&0 60. 0 72.0 84,0 98.0 f& S nb &S Jamb H&S Jamb H&S Jamb a84. 0 4 6 5 6 6 6 88, 0 4 6, 5 6 6 6 a 6 92. 0 4 6 5 6 6 6 6 11 0 1, 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION DRAWN VA- " 11; In, 08- 02249 a IGATt NITS In- To /30/1,3 F 10 SIGNED: 10123/2015 TATE OF 117" Mirl D C-1- 10-1- A A 0,F)SCt tl,NGF A FN-7 TAtJAM)N 1 17/lli P 1 1 3/8" MIN, MOF r )MI `4 W" 2y, 9T)CK i T-4-11 p jr 11A llI 4 MAX. I I rj Wr SPACE 7,Pf w In WOOD; S Jlllw W(V)i; FIDAMING Y 1fRS EXTERIOR 11 11 H 11 INTERIOR VERTICAL CROSS SECTION W0019 FRAMINC 0172X BUCK INS TALLA TUN fjOrFs PI RIME TER AN0,10INTSEALAN7 BY OTHERS 10 BE OV'I(,'NFO IN ACCOROAN'CE VVIR-1 ASTM E21 I., 111 TO F F IN C IARFI) , APPROVLI) SLAYN1 MIN. NT 1 318 MIN 1/4" MAX EMRI-I)M[NT PACE, 112' MIN, n. iNTEF?10f3 FD(', DIVANICE EX7ER10 R W001) FRAk4ING JAMB INSTALLATION DETAIL QR ?X Blic-,K WOOD f-f-?AMIN-G{)-,'-?-2XBOCK )NS7ALLATION BY Q-'H[Rs SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 L 041"ll f - E fj Ip S,' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96"fi Aar SZTAT FRAMEINSTALLATIONDETAILSOR VD V. L. 0)B - 0 2 2 49 9 3 _"" ' 4 OF NTS1" 10/30/13 `-"4 OF 10 METAL RY OTIff RS 10 'yin:.. OR r i_F PR IH I 'T-1 PAJAI, 3/ 4" MIN I s AN"lf- F VERTICAL CROSS SECTION MFfm simICTURE-INST-Al I A-TION NOTES I INITFRIOR ANP FXTFfV0f? BY OTHERS, N07 Si-K)WN FOR (,J AI?17Y PFF? l?VFU`PAA1RA'PN7 VAIANT RYOTHF-RS TONE RErl(VqED INACCOROANCF WfTHASTM f,l 12 1/'4" VAX bl'ACE SHI iO RF SFI IN A Rf) OF APPROVff) SI-AIANT LDGL Or',T/, MF-,Al STRUCTURE - BY OTHERS 1 / 1' —1 DES", 11TION j DATF 11 D ADO',10 iAN( A AND FN INSTAItATJON I' ilii Eo Aj'tATjC') N R L JAMB INSTALLA 77ON DETAIL METAL STi3b(317UPF WS7ALIATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTS 96" x 96" FRAME INSTALLATION DETAILS 08 02249 NTS jo"TF 10/30/13 "' 5 OF 10 SIGNED: 101,2312015 ZZ R STATE OF 0, 9 y 7 P, 17, I I )NN I x RINK In RF PRII'llfl[ PLY 16 A Pf N MA, N HY qY OTW R'n, 2 112 VIN t)C_.j 1 MHDIAEN! 1 14" VAX, SPACF 3/16" 'Al"CQN, EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION CONCfIEf,'MA,R6NRYINSTALLATION MiN MNT Lui , ,, ANCE 1 1 /4" ,", MEAL DIS 3115" TAPCI)N CONCRETE/ MASONRY PY OJl-l RS OPTIONAt IX RUCK C) Br PROPFRy 5 1 r: U R D ADD0 P ANDS AND IN 'NM iATIQN RPv-, I'TM I AJF 011 DF Mt CONCRE7L7MASONR Y JNSTALLA TtON NO i ES I, INUERJOR ANT) EXTERIOR FINLSF if-S, BY 0 7HF RS, NOT SHO^/N FOR (S ARIT Y 2, PERIMETER AND JOINT SEALANT P Y () 7 f4ERS TORE DESIGNED fNACCOF?DANCEWITH ASTAAF2112 SIGNED: 10/2312015 Ml WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 ( f) SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" ), 9f)" FRAME INSTALLATION DETAILS :->aa% FTAT 07 t,, z DRANN DN, RP/ RVDI V.L. 08-02249 B c` NTS 10/30/ 13 6 OF 10 /011111111 , L 112 " m I " - l V I -- Rf EDGE DISTANCE - - D-C 'I .1111()h A A(WDED 'i_ANGF AN!) IN INS-1AUAlION 12/10/1; I, I- 1 318" MHN REVIS , , F I) W JAU-A! ONI i a Y, / I p uI' 7'y 36"K f MB DW NJ )5-TAI[ S !, 5 114" MAX SHIM SPACE 10 WOOD Sl,Rf-W`,; EXTERIOR [t, 1] H 11 INTERIOR ro BE 5ET IN F V ID 'EAIANT Um woolln CIIRtw WOI)!) FR,IANC V, F x , 13Y OTH P` MIN, IAENT I> t fl,: ANA,t, VERTICAL CROSS SECTION vvooFFRAMING OR 2X RWX I INSTAI IA NON No T rs NOT SPOVIN FOR Cl Af?N`Y 2 PFRIWf 7FP ANTI JOINT SFAI APIT RY 07HFPS TO FF IFSIGNFn W ACCORDANCE D/fTH ASTM f 11 12 1 3/8" MIN, 1/4" mlix, EM9f OMF NT S'jm SPACE 112 ININ INTERIOR EDGE DISTANC; o wooll Nif l - - ------ - EXTERIOR WOODFPA, JAMB INS - TALLATION DETAIL OR 2X'HUCK IVOoi)rRAI iiVc(, R2X,3UCKItirTALIATI()I BY OTHERS SIGNED. 10/23, 12015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, FX 75028 P,,0 E p 5 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS T T OF ml—N, WG NO 0' Vl08-02249OA 8 A' TS 1-` 10/50/13 7 F N1o 1/4" MAX. SS41V, '-,PAC[ Hy (IIfffR',-', I. 1-0 '3,f PD OF PROW- D -,FALAN7 Im sms off S' 1 0 M F T A 1 1- ITRUV EDCA DIF3T,104f-F VERTICAL CROSS SECTION W7AL Sff35cu/FiF -— -- ----- INISTALLA TION NOTES 1 INTFRI( Ir, AND FXTI-f?I0q FIMSPE-F, BY 0fIR PS, NOT SlIOVIN FOR OA Ar,17 Y 2 fE,?iIO4F 7 FRANn JOIN7 SFAI ANT RY () TI IFIRS TO 13F 9ES' IGNF0 IN ACCORDANCE WI TH ASTA412112 blio Sml ()'I? St t t [Wil 1 ING METAL_ B I yO Hf Rl 1 /," —, RE ' A 5, 0, IS A'X) FIAW; AW7 FlrI 1-1- 1---- 11 "1,--"-----, - - -- -- ---------- Hi-VISFI) NS AtIAHON NPOILS JAMB INSTALLATION DETAIL Akii SmuCTUM- INO37THATION SIGNED: 101123,20 15 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 L s R SERIES420SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLA11ON DETAILS XTATE OF -z DOW"IN IMI NO), R,7v VL. 08-02249 9 sc"' NTS I'-' F 10/30/1 OF 10 CON',PF - Tf/ MA HY OTIIi I"; OP I if) NAJ f X I, I IJl,v Io fq FIY II-CURr I) If CON( ' - P,' IF Hy ll)IWP- 2 1/2" MIN IEDGE01'> I ANIC 1,11 E UX 1/4" MAX HIMS ' 5 PACO 3/16" JAPIC'GOI EXTERIOR , I 11I11, INTERIOR VERTICAL CROSS SECTION GOAK,Rr- TEVASONH Y INS TALLA LION MIN, vl F N T IN, t LA,t U„,'ANCE ADDED FLAWF AND RN NSTALIATION HI'VIXF0 NXINtATIO)PII DE'WLS 1 114- MIN, V-MI3,1 DM[ NT I 1/4" MAX SHIM SPACE MIN DIF ';JCFTA - F- I r/ VIE" IAPCON BY OTHERS 12110/13 pt, os/o""/ 15 j ft, JAMB INSTALLATION DETAIL OPTIONAL ix Pur"'K 10 BE i'ROPERIFY HCURLD SFf NOTE 3 SHEET I NOTES 1, ;N7F.Rh0R AND EXTFf4l()R FINISHES, BY OTHERS, NOT SHOWN FOR (S ARITY 2 PEPIMETEP ,ANT) JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS VAf E2 112 SIGNED, 101123120I5 MI WINDOWS AND DOORS LLC 9 L 0 0' ' AND Do 0 R LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 T 01 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 4 -6251 x96" 96" S S -,TEILLAT, 0 U ETNOTFLANGEINSTALLATIONDETAILS TATE OF 41 y 1 Q\ V,L 08-02249 8 N T S TATE 10/30/ 13 lll T 9 0 F 10 111 71IF", w tW/'f DI'llAJ, 1 1 1/4" MAX 7116" MIN JAMB INSTALLATION HE TA /L bVCKOOF-flAMINCI?,'42Xf3l,jCkltVSTALLAIION VERTICAL CROSS SECTION 4'()ni'FF4AMING(,)R2X3I,ICKINSTALtATi(,'N F ON SILL INS FA( I.A 7IONSEESPIEEFS 4 9 W001 BOTHfR'S 1/ 4" MAX, SHIM STIACJ R C* AADOfDFIANANDRN IN I A))Nj I 1/'I)/ 1 5 1 iVD IN> M Alj)N IjFTllfS 09/0 J, INTERIOR BY 01 HE R'5 ix nuci, S'( IX Pll'(K If) tat 14K Y EXTERIOR PANEL INN Rt,')CK HOOK STRIP INSTALLA TION MAC(5MFqWICoNCPF TE 1/2" MIN f Dlr"L MF TAI ',';I RUC-1 HIE --- 13 Y 0 1 r ff R'S MIN Drl DISIANCJ TRIM E D M E N INTERIOR IL HOOK 5;IRIII 10 rNOOD SCR w 10, SilORIHIING TA EXTERIOR PANI A- INTFRI- ICK EXTERIOR C,('V, HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X 0 /C KIWOOD FRAIfING RE TA L S TM US 7 1,Me SIGNED: 1012312015 MI WINDOWS AND DOORS LLC I \\\' 9, L 900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER NO 7 ES I INTER)OR AND FX7FRIOR fINISNES, BY07HLPS, 96" x 96" N')T SH(41,N FOR CLARI NK NAILFIN & HOOK INSTALLATION DETAILS T OF 2PLRIP,IEFEf3ANf),JOINT SEAI.ANlF3Yr) THERSTC,)13E ORI'l-I ------------ t13P- DFSIC,NF,')INACCOT[)ANCE',IITHAST, fLet 12 V.L. I R, 08-02249 NTS 1" 10/30/ 13 "T" 10 OF 10 Florida Buildina Code Online Page I of 6Z: c' ki", 4 a BCTS Home L09 In uses Rea;st'ation hot Topics Submit Surchariv, Stats & Pacts Publications FBC Staff r 3CIS site Map -irks Sears!, Product Approval 0, USER: Public Userdb-pr Prs,LAcl A22Loya, v—, I ten I 'kno ig!!, 2 I = Application Detail FL FL15279-R4 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 Manufacture,, Clopay Budding Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield Cdclopay.com Authorized Sionature Scott Hamilton sham llonCaclolpay. cum Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Dating Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 51andgLd `dear ANSI/DASMA 108 2005 ANSUDASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect rj! 5227_Rz E-(--,Lwv_11 1S0`i q,-- FBC [-If a Product Approval Method Method I Option A http:','NxA,,N-.tloridabuildiri,-,Iorg,'pr!pr app_dtl.aspx'pai-am-N'GEN,rXQ,NTtDq\",-\'-\"K,JZIQR... 9,7!2017 Florida Building Code Onlille Panic 2 of 6 Date Submitted 03/19/'20'_,5 Date Validated 06/12/20I5 pateate Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/10/2017 Summary of Products Go to Pone FL # Model, Number or Name I Description 15279,11 001 W3-09 DSIE-1A.1171: 2050, 2051, 2053, 4050, 4051, 4053, 62 64, 65, 62G, 62LG, 64G, SDP38, SFL.38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: -t-20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product rneets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debt -is regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5279.2 0012 W3-09 DSIE-IA471: GDISP, CRISP, GD1LP, GRILP, ARI SP, ARILP, EDISP, EDILP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the in2pact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 4) Page I / 8 0 a 1-3118" Double -skin insulated EPS (exterior skin 27 ga. min.; nterior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE(k W3 Gar -age Door Certification Agency Certificate F-L 31 52-9 R4 C CAr , Letter wit h f or c ontract and O. of nlertek„' Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By: intertek Testina Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 go. min.; interior skin 27 ga. min,) Single -Car (LIP to 9'0" wide) WINDCODECk W3 Garage Door Certification Agency Certificate 1 S P 4 C C A, Let I E,; i,, n- no, ul o 'ntract an"'I Drof Quality Assurance Contract Expiration Date 05/21 ' /2028 Installation Instructions FLIS L T2-7 T Q 2-Fev ff Veribed By: Intertelk Testing Services NA, Inc, I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 91-1;1 9133, HDP13, HDPJ`1 i-' mInteriorskin27as. in.) Single Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEy \N3 Garage Door I 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref .609.1 A FBC). 15279. 4 004 W3 16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, 3 , 1 SR38, SRP38, 134, 1 - 5136, Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -_ 20 PSFI/-21 PSF Other: The OPTIONAL glazing available for this Product meets the wind load requirements a' the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant req!,Werueot for windborne debris regions ( re" 1609.1.4 FBC), Certification Agency Certificate C" R4 Le ' r w,11h ,oDf r c-t a I on'rand .e ofincEe' tio-_r df c .......... FLL5"_,j_ L-j_C0'(:__Vvj3 i,Ung in ertek. df Quality Assurance Contract Expiration Date 05/21/ 20' 28 Installation Instructions P4 "1 1 1 r 0,'l Iff Verified By: intertek Testing Services NA, Inc, Crested by independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/ 8" Double -skin insulated EPS (exterior skin 27 ga, nnin., interior skin 29 go. min,) Double -Car (9'2" to 16'0" wide) WINDCODEQ W3 Garage Door Certification Agency Certificate 4 2 Y q i,,4 C 1^, t qt I I i Interi k, Quality Assurance Contract Expiration Date 0 5/ 2 1/2,' L 2 8 Installation Instructions Verified By: Intertek Testing Services NA, Inc.. Created by Independent Third Party: 7X htip:' N,,--N--,N-.floridabuildin(2,or(,./pr'pr app Jt1.aspx'1pararn-A,GE 9/7,"2017 ZZ, kl Florida Building Code Online Pa<, e 3 of` 6 Evaluation Reports Created by independent Third Party: i5279.5 1005 W3-16 DSIE-IA471: GD1SP, 1 Gallery/Artistry/Expressions: 1-3/8" Double -skin insulated GR1SP, GD1LP, GR1LP, AR1SP, ; EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARiLP, ED1SP, ED1LP, 4132, 2132, Double -Car (0'2" up to 16'0" wide) WINDCODER W3 Garage 6132, SFC381 MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOTES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609_1_4 FBC). 15279.E O06 W3-1.6 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 18131, 8133 Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL giazino available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 1 007 W3-16 PAN-21`153: 73, 1500, 175, 190, 84A, 94, 42, 48, 55, 428, 488, 555, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +20 PSF/-21 PSF Other: The OP'i1ONAi_ glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1A FBC), 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -+28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT rneet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), 15279.9 009 W4-09 DSIE-1F471: GD25P, GR2SP, GD21_P, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Certification Agency Certificate FG-1k7kg 4 t_ y0. hk f.2`ko^ ra n o>f r ._. k.L7 E=?YC Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions xi Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min,) Double -Car (9'2" to 16'0" wide) WINOCODEC x W3 Garage Door Certification Agency Certificate L' P27T_R4 C 17 !: t r with u n of y c Cf rkEP4s`k':1d FL15279 R_4_C CAC \,V __Listir,c .nterte-k.nd_" Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions R4 _ 05161,5n2v0 . m Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Parity: Steel Pan (min. 25 ga.) Double -Car (9`2" to 16`0" wide) WINDCODEil W3 Garage Door Certification Agency Certificate 15 G R4 C CAI Le het i'; r tiCn,pdf Quality Assurance Contract Expiration Date O5/ 21/2028 Installation Instructions FL1527c Ra i? eOkQ=F.ev12_ dr Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" ( Double -skin Insulated EPS (exterior skin 27 ea. min.; interior skin 27 ga, mint Single -Car (up to 9'0"wide) WINDCODEC W4 Garage Door Certification Agency Certificate x CAC Le _e 1 _ . ?_ _. a_r_ 7_ C 4 1 f ilk'f Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports created by Independent Third Party: Gallery/Artistry/ Expressions; 2" Double -skin Insulated EPS exterior skin 27 as, min.; Interior skin 27 ga. mien) Single - Car (up to 9'0" wide) WINDCODE'-k W4 Garage Door j Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No j 527gi_4 C FC_ I_,qt„ with .p L>) or canr .;•_an . +;rkf 1 Approved foruseoutsideHVHZ: Yes r ape rr h Impact Resistant: No _Z " R _,h4 _5_.?_ 'vP Design pressure: - 28 PSF/-29 PSF Quality Assurance Contract Expiration Date 4 I Blip: Avv,- Nv floridabuiIding. org lIz /pz apt dtleasllx`?parC; azz= E XC?NNtDqN ,t -\'N'K1Z ] QR... 9"?'?017 Florida Bnildinu, Code Online Pale 4 of'6 Other; The standard glazing available for this product 05/21/2028 meets the wind load requirements of the buildinQ code on, Installation Instructions DOES NOT meet the i,rrpact resistant requirement for P1--C', P4 R RevG2 :,cl' windborne debris regions. Verified By: Intei tek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-IF171: 9200, Double -skin Insulated PUR (exterior skin 27 as. min.; 9201, 9203, HDP20, HDPF20, II interior skin 27 ga. rain.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, 1 WINDCODEk W4 Garage Door 8201,8203 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the irnpact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (let 1609AA FBC). Certification Agency Certificate QoLo.Lcort jc a- J-proof F - R CAC stm In"c" e1-1 70 k Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions I 2 .... . . .... 1.0 83 ' e,, - 0 * d f Veridec By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 1527911 011 W4-09 DSIUC-11<479: Canyon Double Skin insulated PUR (exterior skin 27 ca. min,; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEg W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other; The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), Certification Agency Certificate P! CC Wit rop c, ,t,ac . . ... roof F L 5 2, 7 9 R 4 ciff C CACVV4Lishna., in itek, Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by -. Independent Third Party: 15279,12 i 012 W4-09 PAN-2FJ151: 73, 1500, 1 Steel Pan (min. 25 ga.) Singie-Car (up to 9'0" wide), 1 75, 190, 84A, 94, 76, 42, 48, 55, j WINDCODEt, W4 Garage Door 428, 488, 555, 4RST, 6RSI, 4RSF, 6RSF, 2RST, _- D5S, GD5 ' SV, GR5S, GR5SV, AR5S, AR5SV, ED_Y_,, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; + 25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-2F441: G4S, GS4, C34L, GL4, GD4S, GD4L, GR4S, 1 GR4L, G4SV, GS4V, G4LV, GLAV, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S. ED4L, E4SV, E4LV, ED4SV, ED4LV, 554, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; + 25 PSF/-32 PSF Other; The standard glazing available for this product meets the wind load reaUlFernents of the, building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.4 Certification Agency Certificate F11'270 i',4 et-er _pC)of f _R4 Quality AssuranceContract Expiration Date 05/21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gailery/A,ttszryl,' Exp,essioiis: Steel Par. (min. 24 Pa.) Single - Car (up to 9'0" wide) WINDCODECQ W4 Garage Door Certification Agency Certificate c 7 _,,C CAL_ r_c.cf 4 4 111. 11--_ ............ - Quality AssuranceContract Expiration Date 05/21/2028 Installation Instructions Verified By: Inhertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 9!'7 12 0 17 h1tp:/'NvV-\v\v. floridabuiIding, orc,,,pr' pr app dtl.aspx"parani=NN-GEN'XII N-tDq-\3-,-VN"K.JZIQR... Florida Building Code Online Fa(e 5 of 6 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279,15 1 015 W4-16 DSIE-1F171; 4300, 4301, 4310, 4400, 4401; HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: t25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279,16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, MDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: T25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind Toad requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. i5279.17 0117 W4- IC DSlEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -s25 PSF(-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 F5C). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NIA Design Pressure: +25,5 PSF:-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Steel Pan (min. 24 ga.) with Overlay Single -Car (up to C"wide) WINDCODE(, W4 Garage Door Certification Agency Certificate P L 152.7: n4 C CAC Lett, a, vrith_P__' _t Quality Assurance Contract Expiration Gate 05ir2u2028 Installation Instructions c2r4 R4 zc Pev tc r1df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16`0" wide) WINDCODEr_ r W4 Garage Door Certification Agency Certificate r- . 2I0 ri4 <,C A CAL t-er tN1tn _BrQ_o` _` C_e -Cr Ct„fir C ;...oGf o i. sperti.an:P"f W4 : e .n0f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Fi- 1527I1 R4 11 101481 _F-Rev13,gS1 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 2" Double -skin Ir'rsulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car ( 92" up to 16'0" wide) WINDCODE18 W4 Garage Door Certification Agency Certificate FIFu.. c ^r 27R4 C CACLet_r , h f o` of C tr ar, -Opt 5_2 c+ K4 CAK vv4 - titit reek >Cif g, Quality AssuranceContract Expiration Date 05/21/2028 Installation Instructions FL15279 R,4 11 ap 29 hev0- na` Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEC, W4 Garage Door Certification Agency Certificate 52, r 'R s H4. LeC r -ith r o _ * c c c,t ir.aL Cti I, is f F 52. y h -_C_ r y..G'a Quality Assurance Contract Expiration Date 05,/211/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUP, (exterior skirt 27 ga. !nin.; interior skin 27 ga. min.) Double -Car (9`2" to 16`0" wide) WINDCODEtRi W4 Garage Door Certification Agency Certificate 7' '4 C ._ Lett,"±v._'h ), c`_ont 3 ri. o, Quality Assurance Contract Expiration Date 0512112028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: httl:'' .11oridahuildin4$.or< pr l r app dtl.aspx'1paranl= °CTEVXQNvtDq-,-3,,-VV 1Z 1 QR... 972017 Florida Building Code Online Pane 6 of 6 comp=.y with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). I Created by Independent Third Party: 15279.19 1 019 W4-16 DSIUQ 1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min,; Ridge/Brookstone interior skin 27ga. Fran.) with Overlay Double -Car- (9'2" to 16'0" wide; WINDCODE(zv War Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL_ glazing available for this product meets the wind load requirements of the bonding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), 15279.20 020 Vb`4-16 PAN 2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, ARSE, s AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page _l Certification Agency Certificate 0 S A 27QR4_ `_l. 4 141C t f_l ('_ 1E .,k.l. Quality Assurance Contract Expiration Crate 05/21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE r, vv4 Garage Door Certification Agency Certificate FI ..5279 R4 C CAC Letter Ito ILproOf Of cc ntra t:_a, d "rgof f' : `'.....rn4 C'S=LSfii nt r.,rPriek .T cie Quality Assurance Contract Expiration [Date 05/21/2028 Installation Instructions rl :5279 4 711-n ,r1.D'f Verified By inter"ek Testing Services NA, ins. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party. Back Next Page 1 / 8 Ecnta„t,R :: Zs7 L'i ,SStone Roar' TsI a! s e.... eF 2x Phose.9m The State of Florida is an ;+t{.'EEC employer, C pvr h ?QuT_??I,4ate,?f F te" :: Fes,' 11aater, :: Act„,;I! eeoo t :: R' it , sta',emsnt Once; : lo,da .a W, efsna`l addresses are pLiblic reCon75- If you do not Want your e-mail address "eleased in response to a public -records request, do not send electronic mail to this entlu Instead, contact the office by phone ar by trad,honn, mail If you have a,n2 questions lease contact 850. 487, 1395. -Pursuant to Section 955274(1 ), FreriGa Statutes, effective October 1, 2C12, licensees I!censed under Chap[er +5c F.S. must pravlde the pepartment with an email address If they oivp one The emafs prot"ped may be used for official communicateu v, ith the licensee_ However email addresses are public record. If you do not Wish to supp!v a perscnal address, ovase provioe the Departrren_ -th an enowi address vzh ch can be made f at a.,fe to ;!,e public. To determine n yoc: are a licensee under chapter 455, >n_S., waste click hire, Product Approval Accepts: http. pr'pr app dtl.Gispx'parani=NNC EVXQNN-tDgN- tiN'VKJZIQR... 972017 Emm 0 0 1111111/ 0 1111110 A PA xX et m ASO 5 Al a as Am UE-kem SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. OPRONAL GLAZING MAY BE STANDARD OR IMPACT LI5J4/2012 RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS, MAX. STANDARD SIZE IS 42-1/2'.16'. IMPACT RESISTANT GLAZING IS 21-5/8*x14-1/8'. W ATTH PATENTED 704-L-= SYSTU EA). Ben s arcs TIM P..'XNsm) of Ham411, SHIP LAP JOINTS. - XF— iM — YESMN ENGINEER: MARK WESTERFIELD, PE, LORIDA Pl. f46495. 4C pz j23832' TEXAS P.E. 191513 7TT I# DENSDY POLYSTYRENE FOAM INSULATION 1-5/16'THtCK WTMANYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 GA. MIN, GALV. STEEL SKIN WITH A WED -ON PRIMER, AND A WED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES Of STEEL SKIN. PAN-2FIT53clapay1/3/91 3ullcling Products 8585 DUKE BLVD.IlAll lYlMASON, ON 45040 JAC 5511, 33) 71770_48WanCNECXED JI" aoPoq AA m9m. R—d' mww ADM EXTENDED HDGHTS, COMBINED ADM WIN *20, 488, 55S Ar[RD M/N 4F ADMD OMM HO VADOSS DO WONTED MOM TABLE REvIsm wm SPEED TABU FUR AW ADM IMPACT F4ENETAKT OPMN. 1- 2' THICK 3' TALL U-BAR 20 GA, GALV, STEEL MIN. TOLD STRENGTH: 50 KS 1El 3- 7 8' T 12 GA, GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W (4) WIN54, 11, SHEET M& 14 GA. GALV, ROLLER EACHHISFASTENEDHINGE, TOEND STILES WITH (4) #14.5/8" SHEET METAL SCREWS AND (4) 1/ 4*x3/4 ' SELF TAPPING SCREWS. SEE VIEW 'B'. 3' TALL . 20 GA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BAR-1 ON BOTTOM SECTIDN' ONE U-w ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH ( 2) 1/4'.3/4' SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #144/8 . SHEET METAL SCREWS. ALUMINUM EXTRUSION VINYL. WEATHERSTR;P. DESIGN LOADS: +24,0 PRE & -24,5 FEE TEST LOADS: +36-0 PSF & -37,0 PSF li ICUAB 4RA I KAX. SIM SIZE, W RIPTIIIW CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, 16V +24/-24.5 PSF Bi VRAvTma 101711 1 ", RIBC 73, n 1, IW 3/8*.3' $M N 24' CWMRS, 1-1/8' 0,0 WA%" WOMM, LA Ny RENm K) m A EtlSSM R- 4n, 42, 423 M, MS r is Fm M Ir M UN, M M M 9' P L N (W 8) 1' 0 0, WAgailaS RMURED WM4 TAMM W1 M M A LMNEI) WPC TT bAn"QE - a m P1,10- YiOvw A 2A F`W 1020 PAY 5EL lMI IMPACT RESISTANT ASSEMBLY DETAILS 101711 A- sTm p't y Rnsaum Wa TMI, i s OF `,.4 r Tu xa_ i 6IM V= h, - pu. Ci4la'iER to rac/w), STANDARD ASSEMBLY DETAILS DRAVIGNG 10 171 1 -8 MW FR*AE WTH U v 00MM SUWACE MOTE 9 T faW., P. MPS .J WlMl Y KMAUM W CCE a,T' I swm h1m7s T wm D Rvx OF rHE OVUM ME OR T Tom call aw 2NM-m SET flac W,ua' FOR an OEsxY6 a ops- I- ow m Roum 2 obz1. 92 - r 1, 5- ZWT 11 S (4) 1/= EH M LlK4 ,, FE LIM N,- U- TRACK CONFI(WRATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR, By a Ila A iNR TOP BRACKET WH PstvaD To W1W m WITH 2-7m 2 a12 CA CkV "n TP— F, Nam mxl cm s1r) 13 4k Qkv, SrUL PLKi EM FASTE2& D 7U 3) 6118'— apr Y 2' 4 V. STVI TRACX. TPAN .m- W m H; ff- ml R [my-= 12'-T MK iRALM Emm P SAT F-1 DF mRA F R>YJ. DESIGN LOADS: + 24.0 PEP A, -24Z PST TEST LOADS: ADS: +36.0 POP A, -370 PSF Florida Buildin- Code Online Pa(-,e I of 3 v`,-- BC:S Herne Log 1rr Use, Resist: ap— Hot TopiCS Submit su'Cha-pe Scat`,' & FanS Pt nput,o,s FBC Staff K—S SitE Map Links Search Product ApprovaldbrUSER: "`,rblIc o'er I Lmd;a c--L-p Application Detail FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by D6PR. Approvals by DBPR shill be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Address/Phone/Ernail Authorized Signature Technical Representative Address,/Phone/Email Quality Assurance Representative Acid ress/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 Aplo: oval Date Approved MI Windows and Doors 650 West Market Street Gratz, Par 17030 717) 365 - -3300 Ext 2560 bsitlinaer@niiwd.com Brent Sitlinaer bsitlinger irurnrwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, RE Validation Checklist - Hardcopy Received 5 tA—n#aAr AAMA 506 AAMA/WDMA/CSA 101/LS.2/A440 Method I Option A 07/1a/2016 08/ C) 51/2016 O4/05/20116 Y9AI 2008 2008 http: florl dab ui I ding dtl.aspxlparam=xNTGEVXQ\NlDqtC-UGgN'.']Qlz6BP... 91T2017or(, 1prprappIt7- Florida Buildim-, Code Online Pa(-,e 2 of 3 H of Products 1 FL # Model, Number or Name Description 7499iss SH Fin/Flange Frame IC/SG Impactri SingleHuc1Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F! 17cc R1 C LTA M 1 W i :L(Lo v%'f _SS Sty R Approved for use outside HVHZ: Yes Impact Resistant: Yes —49C c! VL, ')L Z d '85Design Pressure; + 55/-55 E2,01 Other; R-PG55, Missile Level D, Wind Zone 3. Glass to be -/4Q9 P I r CA- H F '01 d beddedinPecora 896 sealant. f C Pama 1 Quality Assurance Contract Expiration Date 10/10/20i8 Installation Instructions F! 174q,' R!_ llr',S—J2544Ppdf Verified Cry. Luis R Lomas PE 62514 Created by independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes SrSH L--;' 9- 9 'z2x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F L, 74 99 R CACAPO" '162,EJ725,0!-J^9-47-RC -185 Approved for use outside HVHZ: Yes S-i` G a i _b f XF, p ImpactResistant: No CAC M11 V%Iindovs - 18-df Ora F ' n -- DesignPressure: +60/-60 jow 185 SH (Fin Other:R-PG55 'SL21 ff i Quality Assurance Contract Expiration Date 10/09/20!8 Installation Instructions Verified By: Luis R Lornas PE 62514 Created by Independent Third Party: Yes Evaluation Reports I Created by independent Third Party: Yes 1 17499,3 i85 SH 13CxS4 in Flange Fame IG/SG Impact Single Hung Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: No I R 5 :r-pact Approved for use outside HVHZ: Yes Impact Resistant: Yes F[,_ 17499 R! C r"AC V,1 V,'indmys, - 18 -r,S i_(F i nj_'p pac n, p Design Pressure: +55/-55 Other: R-PG55*, Missile Level r-), Wind Zone 3. Glass to be 740 r" N11 V, ow, .ee bedded in Pecora 896 sealant, Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent I hird Party: Yes 7 -------- 17494 185 SH i 52x72 Pin,'Flanae Frame ",G,/SG Single Huria L.-mi,nated Glass' jj Limits of Use Certification AgencyCertificateApprovedforuseinHVHZ: No 7 4 0 r Approved for use outside HVHZ: Yes v Impact Resistant: No 7-19' 9 i r C A 'V I \oi n no w q S-1 Design Pressure: -t-60/-60 o ^.__C r', 1 T', I7rtvs r 4 SU, Other: R-PG60 Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions 1749,9 R1 S U 0 df Verified BY: Luis R Lomas PE2-62514 i Created by :ncependent Third Party: Yes Evaluation Reports Created ry independent Third Party: Yes 17499.5 185 SH i 36x84 Fin/Flange Flame IG/SG Single Huns Laminated Glass htip:,'.\N-\N,\N.floridabuildiiiL,. OrcI pr,pr app_dtl.aspx"paraiii=NN-GE'\"XQ,N-tDqtCt,G(,N"Qiz6BP,.. 97/2017 z:1 — ZJ Florida Buildinc, Code Onlinet: Pat e 3 cif 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -60/-60 Other: P,-PG6C' Certification Agency Certificate ca 7 2A V, a i MT Vvir-;.,o,s - ',P R C C 4, IV ld 7 io.lity Assurance Contract Expiration Date 10/17/2018 Installation Instructions I 8_02rZ A. df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports F 1749RIAE 5 :3 },28 .2gf Created by Independent Third Party: Yes 17499. 6 185 Triple SH 11x72 Fin Frame lG/SG Single Hung 110x72 Flange Frame TI"G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Ft-' 742a - s 81 Pj_ __Q,,a, Approved for use outside HVHZ: Yes Impact Resistant: No L'174g R_ C 24411 i rindglnrs 85ESHTFIPel"- Design Pressure: + 50/-50 Other: R- PG50* R , C CAC Pill Vfin7ows- FL174 R, C 4) - 6u_ ality Assurance Contract Expiration Date 10/20/ 2018 Installation Instructions 7 L- 4i 1- Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports F_-17419Q R, -AE 5'_3324k;. 1-1.1111.1-1 .......... - _ _1 11-_111.11-, ' - ifCreated by independent Party: Yes 174993 185 Twin SH 106x 2 Fir) Frarne !G/SG Single Hung 101502 Flange Frame J'GLSG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fii-,4', - CA- MI Vvindrois w I Approved for use outside HVHZ: Yes Impact Resistant: No C A- 1 Sh vvir, 'Flr0 1 _K1.1 _\o_n_j2' Design Pressure: +45/- 45 Other:R-PG45 Ll 40, C 41, 1.1 coWs,- 'E-, 'SHT !,r_c V, C C, 4' Nil r l d o 8 a ae VY duality AssuranceContract Expiration Date 10/20/2018 Installation Instructions Pr1, a Qi 5`547A, pqf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11=1 EE d :aaTu :: The State of Florida is in Ao1rE0 employer- _d Fl aDyt'. `_L?teMent :, 8s LQ2,, ddWIt Jrder Florida st,, e,a,6 atioesse, are p:,bkc records- if you do not v.ant your e-la,l address releaape ir response to is piAch-naCory, do not sere dlectnoriw mad thisIt` o' to this enInstead. Conttdt the office by phone or by traditional mail. If you have any questions, Please coma cl, 850 48T1395, "Pursuant to Sector il) eior, 155 275_ , Florida Statutes, effecrve Qctobei, 2012_ licensees license, under C!,apu,, 4S1, F.S. nn,jot P"o"de the Department -tir, an emai, adore_,s if address which Car he made available to ttile., have one. The dma,ls Provided may ld used to,- official communication with the llce,,see Ho,e- brine; addresses ,,e PFbhc record, 1' you do not .wish to sit e if Yen are a licensee undo, PP1v a Persona' address, please provide the Department with an oral!the public To determine Cnapta- 455 ES„ please Click Product Approval Accepts: 1 —C- 1 v-1 - 1 Cxe,d,, Catc, Safe htip:,'/' NN-NNAN,.floridabu' ldin, org/pr, /pr app dtl.aspxlparaiii=,,N7GEVX7Q-,,N-tDqtCt-G(-,N-iQiz6BP... 9/`2017 SIGNED: 0711212016 Pf S..T N, 0 F S I' 185 ALUMINUM SINGLE 14ONG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW ExrrPM)R VIE W DESMMER FXMIVOR VIEW FLANGE A FINLESS WS TAI LA TION FLANGE & FINLESS INSTALLA 71ON IAMHOUI rll,LEf?S WITHOUT FILLERS SEE CHANT ail FOR SMALLEP UNITS PEOVfRED ANCHORS SEE CIART#fFOR SMALLER UP4tTSREQUIREI?ANCNC)f3S PESICN PRESSURE RATING IMPACT RATING. 60, OPSF NONE HARDWARE SCHEDULE 2) MF TA 1- SWE E P t OC K AT 8" FROM EACH E N F) I N T ER I OR lOt Fl I NGRA L 2) BLO(K AND TACKU BALMIff AT JAPABS CHART # 1 UNITS INSTALLED WITHOUT FILLERS SIGNED: 071'1Pe2016 W WHNM0",I`PS ANIP DOOP-,; 9 L M A T '; I P, I c, o f, PA i, P A I 03i0 '1 /0 Jr') 4! ) vlWM, N 1 H,' U NON 'IMIA11 RM fVA e AIYGX84 Z Fat p 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW xfff?ORVIEW VESk-,,*R FX7ERIOR ViEW FLANGE & f INLESS INSTAL LA PON FLANGE & FJNLF5S FINS TALLAWN 0MU fiLl,ff?S WMI FILLERS SEE CHART K2 FOR .SM1fsLl_ER tJN1T5 Rt:{3UfF7EI)APJGi-i!?RS SEE CHART 2 FOP SMALLEFF UPJITS REWPEOANCHOPS DESIGN PRESSURE IRA TING IMPACT HATiNU i60.OPSF NIONE HARDWARE SCHEDULE 2) METAL SWEEP tOCK AJ 8" FPQM FACH END INTERIOR PAE[TING RAIL 2) BtOCK AND TACKLE RMANIF ATJAF,,ABS C14AR7'#2 UNITS INSTALLED WITH FILLERS Yl WINf[),),/fS AND DW'P, I,/,, 1 /0 XP,A" NOM APAC'i A! W NX. 08- 12 SIGNED, 071I2,120IF OfA\ 9TIk 00% 0 R A 10NAL1A CHAR 7- #3 J 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW FX TFRIOR VIEW DESIONER EXTERIOR VIEW FW INSTAt LA TR-)N FIN INSTAL( /1DON SEFGHAM # 3 FOR 3SMALLER UNITS REOWREI)ANCHORS SEE CPbiR T #3 FORSMALLER UAI17S REQUIRED ANCHORS DESIGN PRESSURE RATING 160.OPSF IMPACTRADNG ND Jf AND I trtT GPATZ, PA / 03C, 4 HON ACIr FM ELLVATI` ) N METAL SI, A/,.'EPL<)(-KAT8"FP,C)MEACH E BUKK AND lACKU RAI-AN(! AT IAMBS SIGNED: 07/12, 2016 TAT( OF Wiz` At WO" A VERTICAL GROSS SECTION VERTICAL CROSS SECTION ME7AL S7RUCTURE INS (At LA 71ON NOTS NO I,' 5W01N fOR CLAf ?IT Y INTERIOR J P EXTERIOR 17TJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLADON INTERIOR 13IGNED: 07/1212016 R, L o iF15 kd- SM(3-U J N T7 lil 01F 07, VERTICAL CPOSS SECTION CONCRETE AMSONRY INSTALLATION INTERIOR EXTERIOR JAMB INSTALLATION DETAIL. CONCRt TEIMASONRYINS 7ANATION NOTF5 I INIEPff3RANOEXTERIOR IINISIIF.S.BYOTHEP,3, NOT SW) WN FOR CLARITY 2 Pf--- RIMETf:f4lNDJONN7SEALANT I3YOTHERS TORE T?FSI(3NEOINACCORDANCE MOTH ASTA.4E2L12 SIGNED: 07112/2016 11 HD DO` ) P iS 65n MY' MAP, I ilf!,J T Mll") 185 Al,UiIMVJM, 1 11JN,`- W 1 H lu I'd R N 0NAl- S" 6 i) 1A NO 7 Fq NO 7 5t KUN FOR Cl A Rl TY, 2 PERIA41- TER A NO JOW T SF A I- A N 7 H Y 0 THERS TO BE T SIGNT) W A CCORDA NCE Olf TN AS 7 M E2112 IN T - -E IVOR r. zt EXTERIOR JAMB INSTALLATION DETAIL W000 FRAIWAIC, OR 2X SUCK WSTALL A TION INFE- 171OR 0 EXTERIOR JAMB INSTALLATION DETAIL METAL SFRUCR)RE WSTAU ATION SIGNED: 07112/2016 Al I'VIND011-11,1/1'' 11"Iff), r)( , WW w"51 KAARK SW lR L NON iy iN, W. A t L A t', k, A I L T N F ct7ATc Car/01/ 11 Il 110"', VERTICAL CPOSS SEC77ON C,'C)NCF?E7[-t4AS,I)NF7Y1NSTAI LATION 1 1 f I -RIORNTE NOTES 1, fAIrFF310f4AND FXTERIL?PFINISHES, BY OTHERS, NOT S11OWNFOP CLARiTY, 2, PERIMETER AND JOINT SEALANT RY OTHERS TO PE Of- SA3NED IN ACCORDANCE WITH ASTIV E2112 V11 AM) [)()OR'S GPATI, PA I -F) 181F FFFtjMW,W, FP,,K- 'VINI)OW A 1, M,4'4 ll"""TAILAT!,'N DEL, WITH TH"Llf SIGNED: 07112/ 2016 NO 7 FS f [111 TERIOR ANI) EXTFRi(-)F? F WI511ES,RYOTHE17S, N(lISHOWN fORCLARITY. 2 Pf RfAillk M? AND JOIN F,SFA LAN T BY OP IFLIS TO BE T VERTICAL CROSS SECTION CONCRE TE,PAAS0TVF3y INSTALLA TION EXTERIOR Ai I JAMB INSTALLATION DETAIL CONCRE TEIVIASONRY INSTALLATION A107-PS I !IVTERJORAND EXTEfffOF3FfNISHES,BY07-ilERS. N07Sl70WNf`(-) RGLAPlTY 2 PF,13]ME7Ff?APJD,JOIfJTSFAI,ANT" BYLit NEf?S 70BE DF,' 31(3t,IEDIN,ICCOI?DANCEWITIfASThIF2112 VERTICAL CROSS SECTION CONCRE TE,PAAS0TVF3y INSTALLA TION EXTERIOR Ai I JAMB INSTALLATION DETAIL CONCRE TEIVIASONRY INSTALLATION A107- PS I ! IVTERJORAND EXTEfffOF3FfNISHES,BY07-ilERS. N07Sl70WNf`(-)RGLAPlTY 2 PF, 13]ME7Ff?APJD,JOIfJTSFAI,ANT" BYLit NEf?S 70BE DF,'31( 3t,IEDIN,ICCOI?DANCEWITIfASThIF2112 SIGNED: 07112/ 2016 Al ININDUVIS / Jll) K")F P. L GPA 1 Z "A 1 J A I S lHWH14), Ill i x A I MPAG P, A MA' M. J- rfl;j I 6AIT OF 2 5 A A A 1 4l/ omI10" NO TFS I INTERIOR AND EXTFISOR FINISHES, RYOTHERS. No 7 St 11) WN I OR CLA RI I Y 2 PERIMETf - RA NDdOIN T SEALANT 8 Y 071 IE LIS 70 BE OF STGNFD IN ACCORDANCE Wf TN A S TAJ E2 112 INTERIOR J, J EXTERIOR JAMB)NSTALLA TION DETAIL V1000 f RA MING OR 2X BOCK INSTAL LA 710N INTERIOR P A EX7ERIOR JAMB INSTALLATION DETAIL METAL SMUCTURCINS7AUATION SIGNFD, 071112/2016 9. L j 0 'P 5- f W JALLATION T- OF Al C, 2, A8 j0NM- N' 'S 1 2 o T11INN 0m P11 VERTICAL GROSS SECTION CONC F?E TT 4,1AS( )/')F? Y INSTAL! ATION INTERIOR NO TES It, INTERIOR AND EXTER)OP FINISHES, BYOTHERS, NOT SHOWN FOR CLAR/TY, 2 PEf3ft, 4FTER AND ,I(,)lt47Sf--ALANTRY07iiCf?.370f'f,-- Of-Sl',3NFDlP4A(',(,- ORf)ANCEV,IiT[YASTI,XE2112 SIGNED: 07112112016 AO" V'AiPJHF) DCF. NT b55 MMK5 pf PrEfLI5iD, SUPNIU-' ll 18M 01AINI] vSHH, A7i iI V1 1 1 NG1 'PJAI AU- 41,DN 0 TAIt "iTFOFAI R N ONAL NT- FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD Cm 18101 CM 18503 cm 18,1553 Al OWPA IM 6063- T5 050' THICK ALUMINUM 6063 75,050'THICK Al UPAWLIM 6063 15 050'7H/CK FLANGE FRAME SILL FINLESS FRAME SILL Cm 113502 cm lks 4 FIN FRAME SILL ALUMINUM6063-75 055' THICK ALUAVINUM6063-T5 055' THICK f,3m - 18 50 '13 At. OMINUM 6063- T5 055" T! flCK LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL W 18505 cm 18555 GM-18504 AI UAMI A/ 6,061 T5 062" TMCK AL 1 WiN100 6063 T5 050' MICK ALUMINUM 6053 T5 055' Ti KCK SASt STILE CM- 185-07 GLAZING BEAD GLAZING BE -AD ALOMINOM 606.3- T5,050'THIC1t v 6CI7 v 185 RK30 PVG I30' THICK RICO PVC.050' ]NICK FINLESS FRAME JAMB C/ 0-18513 AU WiNUM 6063 T5.050'TIRCK EXTERIOR INTERIOR GLAZING DETAIL B VI WIND"" Y/r, ANU DC)rjRr, p A i 7 1) 5t1 sf- IM , 165 M M141RIMM SlPljle' t X8 4 ING, N i "A rl A c SIGNED: 07/ 12X2016 R L C, "I TAT. OF ONAICy S Florida Building Code Online Pa4,e 2 of ) Summary of products L # gyp 15351.1 Model, Number or Name HS 188 Fin and Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +55/-55 Other: LC-PG55. Glass must comply with AST M E1300-4=4 15351.2 HS 188 Fin and Flange Frarne XOX Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +40/-55 Other: HS-LC40 15351.3 ; HS 188 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LC55. Missile Level D, wind Zone 3. Glass consisted of 1/8" annealed outer fate, air space, 1/4" annealed laminated glass comprised of 2 sheets of 3/32" glass and 0,090" thick PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5t8" olass bite. 15351.4 HS 188 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: t50/-50 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVE3 by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. 15351.5 HIS 188 Flange Frarne Limits of UseApproved forfor use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure; +45/-45 Other; HS-L C4S. Missile Level D, Wind Zone 3 Description 73x62 Insulated Glass Certification Agency Certificate Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions Rs _88 -.c 'iN 73x6 `'r ; , A E-ted t :79 k cf II_188F_S Flange pact (a tent r_ Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 120x62 Insulated Glass Certification Agency Certificate 15351 t CAC ACL;c 77c r -',_47 ri.i and n_s ^_ {, na C Quality Assurance Contract Expiration Date 04/15/2019 Installation Instructions S:;cI R4 11 188HS X0,X Fla„i, Gas_.E.?.er S3 5 1 P, 4 es'eo co- E ^.odf — ti — Verified By Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports S 4 AE r 72 pidf Created by independent Third Party: Yes 73x6-2 Laminated insulated Glass Certification Agency Certificate Quality Assurance Contract Expiration Bate C ?16,=''20!9 Installation Instructions t 4 ,'. c I.a' S:r-1 .. I., - 5u H 1, Ctrv_... F 1 N 3. >d'- - Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 73x62 Laminated Glass Certification Agency Certificate j3 i4-_C...0 ,,..,rat 9 6._m.0at1e_47 Rl 0-. r ti cic,d_1a_pdf _ Quality Assurance Contract Expiration Date 02/ 16/2019 Installation Instructions f fti_ - 3x _ t duct 3?1If Verified By: ,American Architectural Manufacturers Association Createa by Independent Third Party: Evaluation Reports Created by Independent Third Party: 3x62 Laminated Glass Certification Agency Certificate t53 q- Pr 354.tr ng-4 Quality Assurance Contract Expiration Date 1105' 201% Installation Instructions liaLo a i;. s 1S E- d - 'triiljTVerified By: Luis R. Lomas, PE PE-62514 _.. ___ Created by independen, Third Panty: t'es Evaluation Reports littp- i: ;'«-\h,A-.Iloridaibuildin;).or, pr,/pi- app_dtl.aspx?paraz Ii=N,,',Ft4XQNN-tDgtH8572q\,d'A-Iau... 9 7 2017 Florida Buildincr Code Online Page I ofZ7 - A s K—IS "Onne Log In User Registration Hot Topics S,,orni' , Surcharge Stars & Facts Pub,,, ations FBC Staff i KIS Site "rap Lmks Search Product Approval USER: Public Use, db' P ce`„ o i,... .-x; _S > L > Application Detail vl FL FL15349-RS 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/Ernad Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence a' Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved M; Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsithnger@miwd.c.om Brent Sitlinaer bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received 5U —nd pAr AAMA506 AAMA/WDMA/CSA 101/1.S. 2/A440 Method I Option A 11/18/2016 11/18/12016 12/0!/2016 Yeaur 2008 2008 http:,"/v,i),-\A% fl oridabul I din gy oro pr,pr app dtl.aspx'param=N,,GEC"XQNN-tDqtH872qN,d Nlaii... 9;'T-2 0 17 Florida Building Code Online Paore ? of Summary of Products j FL ft - Model, Number or Blaine '. Description 15349.1 185 PW ` 73 x 72 Insulated Mass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No r P< — nr x pc 2 8 Approved for use outside HVHZ: Yes 1 r 5 42 28 -C_ Impact Resistant: No I Quality Assurance Contract Expiration Date Design Pressure: +601-60 04/03f2018 Other: CW-PG60 Installation Instructions Verified By: Luis R. Lornas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports 4 5 E B of Created by independent Third Party: Yes 5349.2C185 PW 159 x 54 Triple CMS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 7?4 - S C 3 C 9PC 1 51 tCl Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/24/2021 Design Pressure: +55/-55 Installation Instructions other: R-PG55 Verified By: Luis R. Lornas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 insulates! Laminated Class Limits of Use Certification Agency Certificate Approved for use in HVHZ: No—L! 5349 RF, C C,AC AP,, 3.5454,pdf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure:-r55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass l F I Cad h8.<t o =zq'"EPslf consisted of S/32" tempered exterior - spacer - 5/32" Verified By. Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports r RE TE S_s_ 7c,` Created by independent Third Party: Yes 5349.4 185 PW Impact I59 x 54 Triple CMS Insulated Laminated Glass Limits of Use 1 Certification Agency Certificate CApproved for use in HVHZ: No eff Approved for use outside HVHZ: Yes r ( 9 C CAr AP,C 8 2 r ,pf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24,/2021 Other: FW-RSR, Missile Level D, Wind Zone 3 Glass Installation Instructions consisted of 1/8" annealed exterior - spacer 3,132" r a 4Q P r I s B.gdf annealed / 0.090 Solutia PV'B / 3/32" annealed. Glass was Verified By Luis Roberto Lornas 62514 bedded in Pecora 896 silicone with 5/8" Mass bite. Created by independent Third Party: Yes Evaluation Reports RR..._.ix.X1 Created by Independent Third Party: Yes 15349.5 1 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 34 _8 C__ PC dr .edf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05'2020 Design Pressure +SS/-55 1 Installation Instructions Other: FW-LC55, Missive Level D, Wind Zone 3. Glass r i F tir P _13, B'if consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lornas 62514 j annealed / O.i00 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded n Pecora 896 silicone with 51/8' glass bite. , Evaluation Reports r _ _ 5 2 2 Bpd; i Created by Independent Third Party: Yes 115349, 6 185 PW Impact 73 x 61 Insl lated Laminates Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL' S u 9 r F C ,4G &PC lx 1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10128/20I j Design Pressure: +551-55 Installation Instructions Other: FW-LC55, Fissile Level rD, Wine, Zone 3. Glass _ 4 hap: Nvvvw.11ondab u I Iding.or4 t r;''r app dtl.aspx`parazn=CG-" 'XQNNIDgtl 8572gN d`N'Jan- 9,17'2 0 17 Florida Buildin a Code Online Pa--e 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8 " I Verh;ed By: Lulls Roberto Lomas 6251.4 annealed / M90 PVB 11 1/8" annealea. Glass was bedded in Created by Incependent Ttrind Party! Yes Precora 896 silicone with 5/8" glass bite. Evaluation Reports Created by Independent Third Party: Yes back Next Coma - :: Lka oh , ReiLQ-101—la bazfLEL.12-" ltboine- 8 824 The State of Florida a an AkEEC employer. L"C'---'a1LZQ I-E= n& LSa :AScgc tlLaiptfial Under Florida Iaw, eunali addresses are P,3i)!,c records. If you do not want your e-mail address released it,, response to, a punk -records request, do not send l 'ectronic mail to thin erdtryInstead, contract the office by phone or by traditional mail. If you have any questions, lueasit contact 850.487.1395.'`Pursuant to se,- - " t'oh A55.275(l), Florida Statutes, effective 01-tober 31, 20U, licensees licensed under Chapter 455, P.S. must rovide the Department with an email address if they have one. The emails provified mia,,, be used for official communication with the licensee, However emall addresses are public record, if you do not wpto Sub or,, a personal address, please provide the Department -tt, an ernai; acici;ess which can he made avai,able to the public. To determine if you are a liceuset, unae, chapter 455, F.S_ ,lease, click Dg,,S_ Product Approval Accepts: 17M zi 1,011 E— El flori dabuil ding. org'prllpr app dtl.aspxlpiram=,A,GE-\'XQ,"-tDqtl-I 9`/,2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WIT14 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. 1 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 SUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK 15 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 INSTAL LATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9, SHIMS SHALL BE LOCAFED, 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 ALUMINUM J5063—T5. 12, UNITS MUST BE GLAZED PER ASTIN E1300-04/09. 13, APPROVED IMPACT PROTFC-HVE SYSTEM ES—BLQUIRM FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WT, RE'VISED IN TAUATION DFIAILS 5S06/01/ 16 R REVISED NAME AND ADDRESS 10127116 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EM13EMAENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 ONG OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR 'WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,0('1c PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") F-=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI 048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TABLE OF CONTENTS cwl NO0 SHEET NO. DESCRIPTION J'L 08-0235708 —02357 IlAll:: O3/ 1 NOTES s""7 1SCALENTS09 / 1 4 OF 12 2 3 ELEVATIONS, CHARTS AND GLAZING DETAILS L PORFPTOLOMASPE 432 VVOODFORD RD LEW,S VfL LE, NC 27023 4 12 INSTALLATION DETAILS 4,4' 188 SIGNED: 111115,2016 11I9IHIJoIII L ATE OF V, Luis R, Lomas P,E. FL No,: 62514 72 1/2" MAX FRAME WIDT14 6" MAX 18" MAX O.C. 6" MAX is" MAX 71 112" MAX FRAME HEIGHT REFER TO CHARTS 1 & #2 FOR NUMBER OF ANCHORS REQUIRED 6" MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH I-F- 18" MAX O.C. 6" MAX i I I 6" I I 1 1711/2- I-E"_ MAX MAX O.C. FRAME T_ HEIGHT 0// 00 REFER TO CHARTS — SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 EX RIOR_W W_ FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60,OPSF NONE NOTES 1, MAXIMUM01,C).. 593/4"X6834' RNfSITYSS REVISED INSTALLATION DETAILS RPASED NAME AND ADDRESS CHART#1 GHART#2 SEE SHEETS 4-7 FOR INSTALIATION PETAII S MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ , PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72- NON -IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWK RWr INO, 08_02357 SS&E NTS`A` 09/03/14 2 OF 12 L P(' EPTOLOMASPf- 1432 WOODFORDRDLEWISVIIIE, N(7270Z3 434 '39f109 IA7 _7""' 01/15 Rl 111/2 7/16 R.L. SIGNED: 11/15,2016 R L o I- \ r dap fAfE OF Luis R. Lomas P.E. FL No,: 62514 72 1/2" MAX FRAME WIDTH IlAll 6 MAX 6" MAX A REVISED INSTALtATION DETAILS o6JoIJ1s R1' I _ 8 REVISED NAME AND ADDRESS 1012-7116- MAX 0 C, 71 1/2- MAX FRAME HEIGHT I I REFER TO CHART #3 SERIES185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 112" MAX FRAME WIDTH 6 MAX 18 11 MAX D.C. 6" MAX 18" MAX O.C. 71 1/2- MAX FRAME HEIGHT REFER TO CHART #3 — FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR WEVV GV-SK' I`J PRESSURE RATING IMPACT RATING 60,0PSF NONE NOTES I MAXIMUMOLO: 6934"X68Y4` CHART #3 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W, MARKET ST. GRATZ , PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART 7R77 08 023; 7 scaE MTS Ae 09/03/14 S OF 12 I ROBE R7111 P. I SIGNED: 11 /15,20 16 L E 51 dTAT_ OF N A I Luis R. Lomas P.E. FL No.: 62514 wl)'_ "D FRtIAHING OP iX qUCK R 'Y OTHE,RS APPROVIJ) F A t ANT EXTERIOR RAC;YE p ROD 1,;FAIAIJT f {;.AMINO OR 2X RUCK Ry OTtjj IJ- A' MIN i_f,Gf DI',,;TANU 1 1/4" MIN', DIALNT I / 4 k-/,-A A SHli,l "PAC" 10 W 0 0, D J'I'I W INTERIOR if) wo'o f" -1c R E "v 1/4- MAX, 1 / 'A MINI, U, W, D M E N 1, 2 MIN DISTANCE VERTICAL CROSS SECTION 11100D F-FOMINFOR 2X,9UGK INS7ALI ATIOPI 1 1/4" MIN, 11,1- MAX, 1/MIN Ff, 1 INTERIOR Y FF IN A/0')n I RAMIN"', EXTERIOR 012 2Y BIIJK RY OTHH`S PACKIF? W0 I APPR'Ovi 1) SENjAN' T JAMB INSTALLATION DETAIL WOOD FRAMING ORPX ROCK INSTALLA A [IONBy OFHFP'; BACKER ROD APPROVED SEALANT EXTERIOR UArKf, R ROD APPROVED HAI- AW Mf Tx 13Y OTHER 3/4" MIN f_N" F t)!ETANCF 1/4" MAX, F SHIM SPAC lo sms OR Y DR'[ LING SCREW INTERIOR M'; OR DIN UPC R/ 11 , t ER 1/4" MAX, SHIM SPACE 4 " MIN EDG, DIYANrU VERTICAL CROSS SECTION ALSTRZ UET1 JCT(FRE INS TALLA 7 iON 1/4" MAX, SHIM SP ACE 3/4" MIN, EDG, DISlANCE INTERIOR 10 SUS OR DR ILl iN13 CRIVI5 YFIAl EXTERIOR SIRUCTURE zrz. Rmz HAl,KER ROD BY OTHr " Pf APPROVD SFPIANT JAMB INSTALLATION DETAIL ME TAL STRUCTURF WSLAL, APON fps HlnTtr h! I?FVI', FO NAME Al' DPCS X107F,'; 1 IN 7 FRK? R AND FY-,rF?IOP FINISHES, 8 Y 0 THFPS, NOT SHOWN FOR CLARITY 2 PERIMETFPAND JOINT SEALANT RYOT) JERS IOBE' OES!GNED WACCOPE)ANCE VVITYEASTM F21 12 SIGNED: 11115,12016 Ml WINDOWS AND DOORS, LLC R LLC S 650 W. MARKETST. vsR L 0 GRAIZ , PA 17030 SERIES 185 ALUMINUM FIXFD WINDOW P T 73" X 72" NON —IMPACT E' i FINLESS INSTALLATION DETAILS WI HOUTFILLERSSPATn, 4' f o PFv 0 R I'D 1 08-07357 8 I N ONAt NTS 09/03/ 14 1 S4, 1'4 OF 12 mIll i I f30l3F_RT0I0&4A5PF IJJF`N000I(), RDRIl EWISVILIF.NC270,23 Luis R. Lomas P.E. FL No.: 62514 4?E'liSYJuS ' Rf! pf zilPriON ) F A4''+OI 5r / 2 gar M n,- E{}rf A RE i (7 AIAlAF AND At)[1f SS i t r rC,RJE r PAW ON r\-- By r I- 1 t 4 Md J J_ __......_.... a JX ' U EMFEDMEN5n 1 u R l .. a .. 7 1 J E B 1 N-iNOTESS- T ! MI 1y ' a i A a Cf. 1:RUE/MA UNRY QIrYc> Son —i' l(1y 1[[[ f lt( 1/4" MAX BY {1HU?S 4 > ( _ 1/4 MAX. A ? )rr ;} I SHIM SPA,,,Ci:. lk 9 S M SPACE. S F A N II jOitONN, 1X BUCK EXTERIOR INTCRIOR 311 6 TnPeoN — , " ; 0 tNTEfttC)R 16" CA PC0N RACKt "' I?()(',- i (!( apaI MIFa_ iiJPIA.L X.U,K y4 F_ NOT' .S - 7 EXTERIORD,STAN 1 1 4 MIN, tits t' R ROD 2x F'T( DE P )} 1 1 J l JAMB INSTALLATION DETAILIa F C{7NCtTF7EEIMMASONRY INS FAt Lft7tON C i 2 112" IAN ED E DISFA'NCI VERTICAL CROSS SECTION COW3RE TE-MASONRY INSTALL AXON SIGNED: 1111512016 MI WINDOWS AND DOORS, ILLC t 1111 I11111j 650 W. MARKET ST. 5 R 29XXj GRATZ, PA 17030 ,• ,GEP{E,. NOTES SERIES 15 ALUMINUM FIXED WINDOW INIFR/ORAND FX7ERI!)R FINISHES. BY IJTHERS, 73" X 72" NON —IMPACT NO T SNOWN FOR CtAR1 F Y FINLESS INSTALLATION DETAILS WiTIALIT FILLERS ,:;c3 TAT OR '- FFRoMf Tf,13AN0 tOIN7".;,EAI_ANTLdYOT74FRo TORE r, •, . DESIGNED tN ACCORDANCEWITH l657M f_"2112 pRAwm by+c No. rur '.r"q+,'i Qj+t,Q'Y''' L. oa—5O enENTSN"'e E9/03/1 A F 121111 t.. R09FRT0L0A4AHP. E Luis R. Lomas P.E. oizw000fOR0RoLEVXWIILE.N( 727 J23 FL. No.: 52514 4?A-5flfl.o09 tlp'?ld.C.,1-fir`^a35J''•r,Om X/00.n FPAMING OR 2x Ht)cv Ry RA CV F R R 0 f) Vf A! AN I EXTERIOR RAI- 'Ks p Pl)() W00f) F PAMV(; OP 2x RUCI< Ry 01IIF,P,- 1/2" MIN EDGE DISTANCi` 1/4" M ' N t LXuL'l)M! NT 114 , - MAX-,-- SHIM ,;PACE RIGID f It LED I(t vvocl[) INTERIOR I0 woon Vcjpw uIrID I'll-UR 1 ' /4" MAX SHIM -,EYV-,E 1 1/4" MIN, I M0,10MIL ,NT 112 MIN Fr—F DISTANCE VERTICAL CROSS SECTION WOOnFRAt,fINCOf?2Xf31f(',Y,fNSTALLA710tI I/A" mul E/'Ax- MI3E DW NJ is 1l WACE j P 1/)' VN IN'TERIOR I o woo!) pt w A100D EP AMING EXTER1013 OR 7X RJIUK RY BACVE I, RI)D S'Al AN - JAMB INSTALLATION DETAIL VOONFRAMINC Of?,?X MICK !NS7AI LADON N/T IAl BY OTHFIR', RACKFR POD Ar APPROVED SEALANT EXTERIOR RACK A ROD Afl(IPOVL'D Y A'ANIT Mf TA ITRIIf; TGP ' BY 0IIff"it 3/ 4" MIN I I-RGf, DtiIANI'/E 11A"' MAX, HIM SPACE RIGID FIIUR vt ; mr; OR, t,!,F DRILUNG SCREW INTERIOR M, S OR DRILLING Al 1/ 4" MAX, SHIM 'WACE 5/ 4" MIN FDGF- DI';1ANCE VERTICAL CROSS SECTION TlEri'L Sfivlcl- fi-JRF-INSTAL, LAT - I , ON 114" IXAX, I '; tItM SPACE RIGID Fil-I ' P X/4" MIN I f ')Gf DI', TANCY f I INTERIOR 10 sms OR St I-F DRII I ING SCRFENR EAFTAi EXTERIOR BACKI R POD PY 0TIffRS P APPROVU) ALANT JAMB INSTALLATION DETAIL METAL STRUC TURF INSTALLATION RIVAE"D W; T,o-IATI0R DF!'ALS RE-VIXf-D NAMF AMID ADDEEFS DRIB A""ROWD 1012 // 15 R I P40 7 ES I f/VTOPIOP AND EXTERIOR FINISHI'S, RY OTHERS, NOT ,SHOWN FOR CLARITY. 2 PERIMF TER AND JOINT SEALANT PY OTHERS 70 13F DESIGNED IN ACCORDANCE 'WITH ASTIV E2 1` 12 SIGNED: 11115/2016 Ml WINDOWS AND DOORS, LLC 650 W. MARKET ST. PA Efj GRATZ, 17030 r SERIES 185ALUMINUMFIXEDWINDOW 73" X 72" NON-IMPACF FINLESS INSTALLATION DETAILS WITH RIGID FILLERS T OF REV V, J L 08-- 02357 l -' , Fl A Tl HFFT 6 0 NTS 4 S 2 11Dj(f"XA °`- 1432 WfX} DF ORD Rl? I F V11,RVIL 1 F W 27OP3 Luis R. Lomas P.E. FL L. 62514 1311,89010P R VIIIQN5 111T, j L MIN _ _ R 1—,-- fANCE. 3 ( ?i h7AM, AN) A,,:)[ t`71271 F6I 1 t/4 MIN, ttp inty .l 1X ?tS„Y - siF ° a 1 tr/. M113. 3 MgE6t T n R= { r? N TFS i - 7 OMEN COi3f„i-r 7i fiAA ::i tvfYY 7- i #{ 1'SA(d F )p / r 7V `t V 7j4" VAX. ,?v 01HE j. a 9/,' MAX, A f ANT 1J; 1 7 AC; li ,ic p ,t i iONAt l j 7 RUCK c`{iPr~ F AC's. t >1'Vs 7 j .'a ( f s, 4\LR j 3/ i C iAPC'0N j a> EXTERIOR INTERIOR /16" TAPC)N — d INTERIOR 3/ 1F, r(;CNs 4 sF Y P RODj T 1 I- 2 rt r v , PI.>IIT R LI EC? - a v)t,IA. IX RUCK ? a Ax. 2 MIN a ' iE '01 c T 7EXTERIOR DiSIANCFr- Ff1( j v bACYT '' JD i O a R; At (t OJCC) PYOT+lf SEALANT r AFKA)ML:NT JAMB INSTA LLA TION DETAIL a CONC" RETE,AAASONRY INS7ALLA DON f FIDGF_ 1J aIANCE.: VERTICAL. CROSS SECTION COt4Cf7E Ff„ Hv'ASOPdI?Y IfJSTAI L,I TKON SIGNED: 1 1/1512016 Yi WINDOWS AND DOORS, LLC 1 a "11 t1Iir Xi 650 W, MARKET ST. \ 15 , j GRATZ, PA 17030NO TES 4, P tINTEPIOR ANDEXTERIORFJNISHES. BYOTHERS, SERIES 185 ALUMINUM FIXED WINDOW 51 N07SHOWN FOR CLARI7-Y. 73" X 72" NON —IMPACT 2 PERiMFTEPAND JOINT SEAIANT RYOTNERgT(.BE FINLF$$ INSTALLATION DETAILS WITH RIGID FILLERS i3 , STATc Jr DFSIC,NFD IN ACCORDANCE 1VITNASTM E2772 ata;:ww: 0wc n.o. 1iFV ° FZ o J.L. 08-02357 B j a JR1; a E A- NTS oars 0 3/03/ 1 4 7 OF 12 X7!/Pf IL t. ROPER70lrasv.= Lens R. Lomas P.E. 1432 W001?VORO PC' I FWISVAtE NG 27028FLNo.: 52514 431 6R8-0609 r7r>masr7lrto^% rive com OR iX PUK K T I I E R'I PAC'K} P POD FAJANT RFW,410 F i ANGF 1/ 2" VN 1/ 4" MIN f, MF-ikf)MENI 1/ 4" MAX. SWID ` PACE if) WOOD SCOI w EXTERIOR INTERIOR Iijo lAOlIX S(PDA` pil'— p iftI f P APPI" OvIn 1/4" LIAX, OF H';N[) I j,NNG[ PAC, WOOD FRAMING OR 7X RUCK HY F- LIRLIm NT I UGF DISO,NCE VERTICAL CROSS SECTION Wool) FRA&,INXI OR2)(HUCK INSTALLATION I 1PI" mll,j, 1/4" MAX, F MPLDRIS NT 0A ;FIAI;c INTERIOR w X PUJ( K EXTERIOR BY RAI, KIP Imt) A, APPROVET) SFAIANi Hi` IlIND AN DI. JAMB INSTALLATION DETAIL 3/ 4" MIN i--- -- -- I 1/ 4" MAX H] IN SPACE 10 1;114S OR I F DRIt t INC, R[ N INTERIOR IA S 0 R 5f t F DRIH IN RACKER ROD & RHG,!D DO FR 7A! ANT APPPOV D BEHIND FLANGE.1/4" MAX, I SHIM SPACE BY OTHERS BACKER ,',() D & APPROVD STENANT PFI!JNB PtAN,",f EXTERIOR 11TRUCTURF 1 01 wPs RY 13/4" IAIN EDGE D'-, TANCf- VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX SHIIA SPArl ITV717 INTERIOR lo sms oO Si5 I F ;)Ri[ I UNG H I I' 4T- H, F IN'; rT J jT- VAf EXTERIOR RAC V,rR POD AtROVII D ALANI BEHIND RAW` JAMB INSTALLATION DETAIL METAL STRUCIVRE INSTALL NON DATA _61PRWF I PTVGID INSTAliAlION DfIAILS PF V(a D NAM F AND ADIDRF SS NOTES I INTFP,tOF{ AN[) FXTERIOTFtN1,SN,`;.EIYI.,)T)4FRS, NOT SHOWN f OR CLARITY. 2 PEF?IMETERA&fD,)OiAiTSFALAtyT, 4Y OTHERS TO BE DE'SIONET) IN ACCORDANCE KAHN AS NI F2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC riP,tsEL 650 W. MARKET ST. GRATZ, PA 17030 0 FN N,\r- SERIES 185 ALUMINUM FIXED WINDOW 0 5 73" A 77" NON IMPACT iNT ZOF FLANGE INSTALLATION DETAILS WITHOUT FILLERST4 78" 0, A, L. 08- 02357 CWE IIUT At - \\' Sc-LE FITS og / 03 14 8 OF 12 IIIINW0 Luis R. Lomas P.E. 1432 W000FORT) F?O I FlAISVII I` E NC 4,11 r,3p X1, 1W FL No.: 62514 RF14510rl3 ' 01'TF l4U P n,r[J irru a JO (}r`A r° j ^s/1/13 NA€f Atdu n),, S'; 1 1'/2P F IMA ;FTNPY xY trait R2 nl d fl IX R JCK a ° a ° a ° F AE3F[ LENT I 1 F , CONCFIFT / ASz2N`tY FJt( f f'DIr & -/ 1g-r >; I Y / 4" }dt X. .._ BY CIHE RS 1/4 MAX, rr ,, , HIM SPACE- I3I CIIIID 'v"E 't 1 7F' 7 CN PNT tit I )(>Tr}Pdt CY F S(- E 10 1 I> S - f EXTERIOR INTERIOR 3/16" [ARCO ; , INTERIOR TAPcora r Y s nr AlA r Qt` 1I UAI X PUCK . /4` MAX. 2 /2„ SJ.?_ i }1 -_ V , ;HIM S1rA.';E MIN. tj 1 oISTW L EXTERIOR 81 { THF' ; I — q --- — o -- z A zrOhD ALA*.T 1 / 4 f3Fi];Nf'i Ff TNGE n. EF,E3FJ)1:ENT r JAMB INSTALLATION DETAIL n I} J,. L r- D r VERTICAL CROSS SECTION ON(; RETE NIASDPJf3/ r JS7ALt_ATl{7At SiGNFD: 11115,12016 MI WINDOWS AND DOORS, LLC Y 1111ILI1/,// 650 W. MARKET ST. GRATZ, PA 17030 l E yS (P' NOTF, S SERIES 185 ALUMINUM FIXED WINDOW =''° 1+3 51 t WTF9 C?RAND(Xrf RtnRf hJS'4Ea. f3Y(3itiFNS. 73' X 72" NON-IMPACI — /yg , NOT SHfJWN F'OR CI ARl J'/ FLANGE INSTALLATION DETAILS WITHOUT FILLERS fK,3 , TAT 60F ; P f'ERIIAF iE F? AND JOINT ."SEAT ANT 13Y C )TNF P,C TO RF DESIGNED IN ACCORDANCE VVt7H ASTM E2112 pRAVIN owu No. Rai J. L. i 8D2357i3T NTS tWF 09ffl3 t4 w.E`D OF 12 XXX/// A VA1 Xt I RDBFPTO t.OP.{A,S P R. 1d3 Wf7()DfiOAI)fill L[W/SVIt tE. AJG 2702.3 Luis R, LOT9l s P.E. 0609 rrJcmasr'ir,'cnraspe. com FL No.: 62514 WlS',H FRAMING OR 2X R!'Y'v, Py RACKFR ROD Ar AFPROV) -FAIANI IiIIW11D UANI"F 112" MIN. EDGE DISTANCE 1/4" MIN MHt OW N 1/4" MAX, H!U SPACE RIGID FILLTP 10 INOOD SCRf'N EXTERIOR INTERIOR ID woon scPI-v" RAr'KIPI P)f) 'A' PIGID EA( I f I PI POVI D Al ANI I/ z' MAX SH"M WO I ' K MHi DM N FHy ()III 12" MIN DGL DISTANCE VERTICAL CROSS SECTION WOOL) f-PAMING of? 2X RUCK WSTALLA TION 1 1/4" IAPN, 1/4" MAX VB fDI , AI NI S111M SPACE Rlun FILLER. DcF INTERIOR i r) APIOD VVUDI Of RAMINC; QP 2X FHl-,K EXTERIOR BY OTHH6 0 A K P R 0 1) APPROVI 1) Si I%[ A"IT NI -HIND f[ANGI- JAMB INSTALLATION DETAIL W000 FRA All INC, Of? PX E3? ICK INS TA L CATION 3/4" MIN WE IAt Py OTHERS BACK ROD & AFIPPOV,D SLAIIIN I f REHIND LI ANC- 1/4" IAAX SHIM SPACE GID Ptlf- R IN SMS OR F DRII t INC RIW EXTERIOR INTERIOR w SACKER POF) Ac RIGID F;UER APPHOW0 SfALAW BEHIND HANGS t -ANGE Pa jJ'-- 1/4" MAX, SHIM SPACE TA N I S, "RUC1 IRF HY OTHERcl 3/4" mI'H f DGE DI"ITANCE VERTICAL CROSS SECTION METAL STROCTURE INSTALLA PON 1/4" MAX SHIM SPACI, F p t G I D Fil t I P INTERIOR GE ANCJ C m S ORR 1 S fLFDtI INC Zcp ws W iAL EXTERIOR STIR 11 CIJURE PA( Rf BY I, q Ps APPPOV D S'FA 1AN-' RE) IND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAPON PF AWN', R U) INSJAH-ATION DETAItS RFVr;E- D NAME AM) ADDRISS 1012711-6 RA NOTES I. INTEPIOPiAND EXTFRt,)PriNtSt4FS,RY()TkIFPS, NOT SHOWN FOR CLARfTy 2 PETTIMF TEPANDJOINT SEAI-AN7 RYOTHEPS 700E I)FSICNFD IN ACCORDANCE WITH ASTM F2112 S1(3,NFTT' 1111,512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ, PA 17030 E N SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS iflk F f,w, 110 RF'V ORA.N J.I-. 08- 023'57 B yr D Tr- XXT NAIL KN F NITS S 09/03/14 10 OF 12 0/111111IN I ROREPTnII)MASPE fail W(X nf()PORI? I'Fwll IIIUE-' plrl 170;113 Luis R. Lama5 P.E, FL No.: 62514 By Or` if Rs OF I Pvd, ix St F NO I L",; 5 3A, V, [ R CO D S ()Vf 0 ' ' ' St A t A N T IIAHs I EXTERIOR P/WKfp PL)") ell A " P F) ---) F A AN T I3f i flND L 1 AM(;,' OPTIOIS [ 3U(-,,K NL E sHfFT I RY OD4EP'; 2 112" IV;Nl FFY-4 I)-JANIJ-- RE",q' MI), NSTAHATION OFTAII-S PPW;'Ft' NAMF AlJr) AfMPE',S 1 1/ 4" 1 114" MdN, EMELOMEN T WRUDMTIT 01 CQNCR TEIMASONIPY T, 1'/4" MAX 1 HY 0jHLRS 114" MAX. 'S SPAC[ SHIM SPACE ANW- !X DUCK RICID Fh I EF, SFF N07LS 3 -- 7 5tfl ET I 5/16 -APCON INTERIOR lAPCOLI INTERIOR is CID F- 7, 1/ 4" MAX, 2 12 A i IflVSPACE1) 1",;TANCF EXTERIOR BAC,T-P ROD & APPROVED '.-,LAIANT o - HIND 'ANGE 1 1/4" MIN, BE F, M 3E ' JAMB INSTALLATION DETAIL CONCRETE'MASONRY INS FALLATION VERTICAL CR - OSS- SECTION CONCRET&MASONRY INS7ACATION SIGA/FD: 111151P0II5 Ml WINDOWS AND DOORS, LLC NOTES: ES \\\'S P, L 04 NOSH0RlVf 1, INTERIOR AN0RD EXTERIOCI,ARliyR FINISIfES, BY OTHERS, 650 W, MARKET ST. GRATZ, PA 17030 f 2 PFRIMETER ANDJOR/ TSEAtANTPYOTHE.RSTOBE SERIES 1H5 ALUMINUM FIXED WINDOW 25 DESIGNED IN ACCORDANCE W17HASTIV E2t 12 73' X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERSSTATE OF pRAWN VIC, VQ Will ;'k' J. L. 05- 02357 13 777NiS a1t. 09/ 03/14 L", T I I OF 12 Il I o0\ L POFLEPTO LOMAS Pf Luis R. Lomas P.E. 4,32'a7DFr,?'? DRDLEWISVII,IE.NC271.)2,3 131 688 0609 FL No.: 62514 APPROVr") F At AN I 1 1/4" IAN, ND FiN MBF DMs N-1 wooU WOOD FRAMING f3y OTHFRS 1/4" MAX, SHIM ,FACE X/100FFRXING 3/ 9i"WIUY 01HERS SIH/M4" ,Mf' AACX F1 q DISTAN(J TF 6 WOOD Sc1N INTERIOR 1 HvIErvOR EXTERIOR MV Ii E MofDM N_ J114 if>77 1/ 4" MAX APPRCVf C T41M SPACE, Sf- AI ANT HFHIND FjN EXTERIOR 3/9 . Di ITT T'F DGE ' AN JAMBINSTALLATION DETAIL FRAMING WOOD FRAMING OR2X BUCK INS FALLA UON APPRO"T/Lf) 1 1/4- MIN. BY OT H, PIS At ANT EM6Ef) MFNf PrHiND PIJ VERTICAL CROSS SECTION w000 FSXmINc' or, 2_X_ BUCK 1-N-STAT LA DON RTT,11S D NSTA! !AT! ON DE I All S RI-ViSI'D " IMATAND ATT)Pf',5 NOT I iNTFR)OR AND f XTFRIOP FINISHIFT3, RY 07-HFPS, N07SHOWN f OR CLARITY 2 PERIMETER AND JOINT SEA( ANT 13Y OTHERS T013F r)FS)GNF0A/ACCORDANCE WITH AST)iZE2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ , PA 17030 SERIES 185 ALUMINUM FIXFD WINDOW 73" X 72" NON — IMPACT FIN INSTALLATION DETAILS W J L. O8- 02357 77Z i NTS 1"" IF 09/03/14 Isl"F'12 OF 12 L. 1432 OP" Rj) I E W`l;t'll I I':, NC;17(?,7:3 4,31 688 1F, 09 41--—, SIGNED: 1 111512016 0 r TAT 0 F Pf" 0 R 0 Lu15 R. Lornas E.E. FL No.: 62514 Florida Buildino Code Online Pa0e I of 3 W Wv 7"\ ' Z' 4, U'S s:C. 1 S Ho,,e Log in user Registration Ho, 7opics Subro,, su?cha,ge Stars & Facts pubhcat'o's FBc- S1aff BCIS site Map Links Search k Product Approval VUSER' Nblic Userd,bpr LaLt—t I t ZLL- 2n-It I Application Detail FL » FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 7,17) 365-3300 Ext 2560 bsithnaer@r-nrwd.corn Authorized Sianatue Brent Sitlinger L,sitlijiger@iiiiwd.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 v Evaluation Report - Harccopy Received Florida Engineer or Architect Name who developed Luis R Lomas, RE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, RE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards cer"Ifled By Sections from the Code Product Approval Method 1710.5.3 Method 2 Option B http: /ixv\vw, 11 or] dabui I din g. orp /pr/pr app_dtl.aspx?paraiii=NN7GEVXQA-tDqtII8-572qN,d\N'IS... 9/7CO 7 Florida Building Code Onliner7l, Page 2 of 3 Date Submitted Dare Validated Da te Pending FBC Approval Date Approved ZNZWAS Fl. # Model, Number or Name 15353.1 5764 06/15/2015 06/115/2015 061/2 1/2,01, 5 08/19,120 -15 Description Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No 0-14 z ), f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 2 span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Alurninurn Mullion Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FLL 3 R2 0,9- 1 39A,j)ITIl— f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size: 52-11/8" x 84". Max mullion FJSI5"R AE .51,2 -,,3A,pd' span: 83" Created by Independent Third Party: Yes 153533 ! 5765 Horizontal Aturninum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No I II5i ,_ R, -11, 8- 44 kD0ftL 1 0 -Q11--i---- Approved for use outside HVHZ: Yes Ver—lhed By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52- 1/8" x 84". Max mullion FL!5_35,3 P2 AE 512073Adf span: 104-1/4" I Created by Independent Third Party: Yes 15353, 4 : 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No L,i 5353_.P2._,! 101 Q__p 144A, of Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes I Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; Max single window size: 52-1/8" x 84". Max11 1,4A nC' span: 83". Created by Independent Third Party: Yes 15353. 5 1 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No ps, Approved for use outside HVHZ: Yes Verified By: Luis P, Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; Max single window size: 52-1/8" x 84". Max mullion r:L3 3 PI 2 A E 51,2066A,p length - 83". Created by Independent Third Party: Yes 15353. 6 I CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Luis IT Lornas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1118" x 84". Max mullion LK-53- 111 1 ", f—A'f span 104-1/4" Created by Independent Third Party: Yes 5353. 7 i CM-18523 Horizontal Aluminum Mullion Limits of Use I Installation Instructions Approved for use in HVHZ: No 2 E 452A pdf Approved for use outside HVHZ: Yes Verified By: Luis P, Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/83" x 84". Max mullion P2 AE,_522'1176 pd' span - 104-1/41 Created by Independent Third Party: Yes 15353,8 CM-18531 Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Vertical Aluminum Mullion Installation Instructions 443, Verified By: Luis P, Lomas, PE PE-62514 hap dabui I dino. ot-,,,, pr/1 pr- app_ dtl.aspx?paraiii=-,,N,GE'\17XQNN-tDqtli857?-qNd'A'IS.., 9/72017 Z: Florida Building Code Online Pate 3) of ') Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size: 52-11/8" x 84". Max mullion r3r 3 2 A 9?' 7 span - 83" Created by Independent Third Party: Yes 15353,9 CM-18532 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1Y-,iy`c R' fl 08-0`453A l Approved for use outside HVHZ; Yes Verified By: WIS P Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1(8" x 84". Max rnullion 535-' ;A;"'701, span - 104-1/4" Created by independent Third Party: Yes 15353, 10 'CM-18533 : Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max sinale window size: 52-1/8" x 64". Max mullion seen: 83" Created by Independent Third Party: Yes 15353. 11 r CM-18534 ! Horizontal Aluminum, Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No _`-L_!_'_535_- -R2-1-1-- 0801454Apdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion i 53 3 2,'fr E "S -1 f span: 104-1/4". Created be IndeDendentThird Party: Yes l[ c-1EEHI ou' a-z—, Ze I B' a , Sx stilt 0 a _d-, a 4 The State of Florida S an AA-Fe,spic,ye'. c' Under Fonda la,,, erta,[ addresses are publicrecords_ If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this isre,b, ins,etic Contact tire of by phone d! by traditional mau if you Rave any qnestio,1S, (}tease contact 850,487,1Y95, 'Pursuant to fection -5, 275il ), Florida Statutes, effective October 1, 2012, licensees ficensed under Chapter 455, F S Department must providetheDepamentwithan email address if 45 theyhave one -The ema0s p,ev,jed may be used to,- official comnnun,oftlo,, with the licensee. llaweveF emal, addresses are public -ecorin, If vo, do net weir to supply a personal address, please provide the Department with an emati address which can be Made available to the pubhc. To determine if you are a licensee tinder Cr,,ctef qF- Fr, ,1 a_ Pleaseo,Ci, Lq Product Approval Accepts: L-7117 9D =- r"' e' d': cayj Safe Pr pr_ app dtl.aspx9parani=,N,GEVXQNN,tDqtl-18 7?q\,,d A'IS... 9/7, i2017 NOTE`_ : 1) fTIT ",rIONN HIPTIN f D[SIGN(0 AND ,IANUFAC uRFD To tOMIII_Y WIT IT .r{._OUPIMTNTS OF THE fl_ORIDA HUIDING CODE. 2) WOOD FRAMING TO HF DESIGNED AND ANCHORED TO PROPURI_Y A) t P All OAC N, "IfIRUt TUFT RAMIND IS Tf-IE Rf O N:,IH1 1TY OF H A RCHi L „T OR E-NGFN. ER+ OF RECORD, 3) All O'NA:31_( RF.SS INCRASF OF 1/5 WAS NQT USED IN THE DF IGh1 OF 1T F 'R`v {;tICT SHOWN iFFR? ,ti. WiND I JA:D DUF.ATION fA.CTOR Cd-1,6 WAS USED FOR WOOD ANCHOR CALCUTA11ONS 4) A4 f PC)dE0 R E)r =CTIVi > STEM IS NOT REQUIR! D FOR THIS PRODUCT IN WIND BORNE f7?YBRIF; PEGION , UP TO WIND ZONE At,} INS•TAI[AlON Di AH7 SHOWN IN THIS DO UMt NT APPLY ONLY TO MULL ION- 'WINDOWS MUST HE APPROVED 5j It (I F_ VtN(OTNt` 10 RF MI)L(F0 ART. NO -I 1 VJTF-D TO THOSE t v IN i lDRA NIrJ, WINDO'AtS ?'S) , r (. MA NUTAC.TURT U HY MI WINDOWS, ) OWS, AND DOOR", IT:C. 7) DT . t,N PP, .iiRE Q, MIUl I_FF) UNIT SHA,TI FiE t (ON ROL LED BY THE O , J T-HF ';UR, Of THE MULLION OR THE NDIVIJUAi_ WINDOW OR DOOR UNO_ D;) JI' ; }hAY Or aAi }1_I. ;7:T"Tr E Ti ?IDt•_F N 7;"I Y A ".TJG A 1 NGLE UNIT WIDTH ANG HEIGHT Ar NOT EXCHNE.D AND MU11-1ON IS a I r TiLD a ; 1;H0WN H„ HL1N. 0) VII) ION VF RIICAL IN A[ATIO'N IS SHOWN, MU1.00N MAY [IF WAD D1N TIORZONV APE, T,ATJ,)N1, rS tONG A, DIMINSiONS IN01r,,TLU HE I`Fl1N ART NUT Ey((t DF D AND MULLION I,, ANCHORED ACCORDING I) THIS D)CUIM NT. Pf SIGH TTSSlJRE TA131_f. IN`TRI)C !'N`.>: 1) fAlFPYT RE(. 1 U) of SVGN LOAD PER ROPIDA HI.III_DIN , CODE 2) ! i R,1 NF TMP UT,APY 'WIDTH N,) MUI..LIM"I ;PAN BASED ON PHODllt, T TO 4)_ INSTALLED. SCE FORMULA FOR IRIHUTArRY WIDTH, 3) IOCAIF MUILION SPAN (,'NIT ITIGHT) AND TRI113UTAPY `iTUTH. Al THE 1T1TFR ;t CT'ON (N ROW AND C,OI TPAN CONTAINING THE AlUt.f_ION SPAN AND If21fi,)TAR`( WIDTH Rt ,.C'OVjY IS TFfl,.: MULLION RANNG T' R PROD CT IN "`f"P 2. MULLION RATING MUST Fat f QIJAL OR GREATER THAN RF"OUIRED iT Si:;"N () 5 AWED IN >TEP i. W2 TRI( IUTA Zf WI{iTH N - f F sllo. P °- 0SZtaTUJv RASH) jNSTALTATION F. TAU ANCHORING NOTE, 1) FOR ANCHOPJN, INTO WOOD F-PAMIN6 OR CA TH.7CK USF ,X,10 WOOD SCREW WITH SUt f"ICIENI" t FNGTH TO ACHIEVE A 1 3/8" MINIMUM f MHLDMENI. LOCA, F ANCHORS AS SHOWN IN INSTAH-A"ION DE_TA!I..S SiHe 3. 2) f-OR F dCHORi N(" FNTO CON ,R°lE USt 1/4" APCON WITH SUFFICIENT LEN(,TH TO ACHIEVE A 1 1/4" MiNiM1UM EMBEDMENT WITH 2 1/2" MtN1MUM EDGE DISTANCE'", LOCATF. ANCHORS AS 5}- FOVi,! IN hN4 TA LATICJN GF AILS SHI F`T R_ 3) ALI_ TAST_NERS TO HE CORROSION hrSISTANT 4) INSTAL 1,ATION ANCHORS HA L E3E IN Ali [D IN AC C OROAP Cs WITH ANCHOR MAUbA( TUfRI ";'° IN TAI_1AJION INSTRUT, INNS AND ANCHORS SHA,U NOT RE SEF 1N P?STRA'fS W13'H STRENGTHS LEES THAN T'fi_ MINIMUM RENGTN F CIT IEt) FRFLOW. A. VdGOD — MINIMUM SPf :1T1C GRAVITY 0, G=0.42 Fi CONCRETE — MINIMUM COMPRESSIVE SIPENGIH OR 3,200 PSI, C. MASONRY — STRFNGIH CONFOP,MANCE TO A11M C-90, GRADE N, TYPE r (OR GREATER). 5) TO A17nCH 1AULLlOAd TO ,TIP LJSF (4) #10 x 1 1/4" SEIf 0R, C9C`DI aRS CCREV , MUSTRFI IELD INS FA31.ED. HOLES FOR ECREWcS ARE. NOT PfRE F)RCIED BY MANUFACTUP,FR, TAHLE OF CONTrNTS 4t FT N0.( PT (:PIPHON 1 NFI C 2 Cr PJ ICLA Ions AND [If, ('r ARt T INSTAt t Ali0 N 0TAMS M1 WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES iS y", fpR'G Ali. V.L. 08 01439 PdTS unTe 01 / 1 1 / 1 2 "'I-r S OF 3 I)ATF v8f 90j15 ( RL. SIGNED: 0611112015 C011"It'4l", 11 WIDTH 1111 -Il- lV2 I I if 4 WINDOW! WINDOW MIil I rON III I I(w 'I/B'. COMPINH) WOTH 107 5/8" A) A' 1HINDI OW I VVINDOW 51Wjj) I---- w] --I 'N2 i II RAI,Af C, IN I 107 3/9" CO)I'49INH) WID"H L,lf?(,E AND SHALL A,ft942 F JMPAC 7, LEVE L D. WINE ZONE J DIMENSIONS IN CHART ARP FRAME DIAIFNSIONS AND DO NOT INCI LIVE FLANGE COIAiENt D WIDTH NI vo 83" RAV WINDOwi DOW Af,J) ff JIL lo" z/8" COMBILIff) WIDTH wi W7 n3 II WINDOW fJ RA M T GHT w WINDOW I,Itjt_L1CG SPAN) IN W2 Vi7 3/8" COS NNED W`D'il S'11111i 07 5/1"" L COBJNID WIDTH I— wi — W2 85' WINDOW 1 F'R,'MF WINDOW J WINDOVAI L _111-- wl -- W2 107 3/8- COMBINFE), WU)III APT'ROVE-D CONFIG 0 RA TIONS FTI 1-11 AS LONG 11 1111ENED XIW107HDOESNOTEII-11 AV" AS SHOWN HERON Design pressure rating (pst) with rebar LARGE AND S?VALL MISSILE IMPACT I E VEL D, WIND ZONE 3 DIMENSIONS [N CHAR I ARE FRAME DIMENSIONS AND DO NOT INCLtWE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULL.iON SPAN APPROVED CONFIGURATIONS AND RATING CHARTS P A.11 V.L. 1 08--01439 S(:AtF NTS P'_'E 01/1 1117 P""2 OF 3 SIGNED: 0611112015 a STATE OF t to 2 112" MIN ZDGIF Dl',,ANCF mASONFlll/C()NR'Jl,f TE BY OiHERIS 1 1/4" VIN, FM'HDMENT 1/4" S'CT' ,/96 0,343" Cj III OfIGNA[ R BAR MULLION M1000022 t CIF 10 WOOD >-RFW M RI DmN T 1 - 'NQ()[) FRAMING/ 1/2' MIN, 2X 3UCK BY QTI H[ IRS VERTICAL CROSS SECTION MA3bNHY1C0fVCRE Tl AND WOOD f HAMRNG W.-STALLATION MAY RF- N MASON R'r E OR W(' 01) "PAMINf: ',HrR`,!R,Rrj M T000022 CLIP 16(3A( Of,3")GALVANIZED STEEL SECT5764 MILLION ALU1'AINUM6005- T5, IN57 THICK 1 531 Il RF- 185- 2 REBAR 16 CA j, 062j CA L VA NIZE0 S TEF I 3, i 50" 1,000 0 3 /5 0 4 2 - 2" 2 032 2 87"', 4, 0 00" SECT5796 CLIP FOR CONCREIE INS IALLATION Al UMINUM 60633- 75 125" TOACK 2 19,9 110)9-1— 0 375" A4 2X 00210" 562" SECT5796 CLIP FOR 0/0615MMANiGINS7Al INSTALLATION ALUMiNUM 6063-T5 425' THICK SIGNED: 0611 112015 DOORS MI WINARC 650 STRD WESTETEET9, L 0E1,J GRATZ, IRA 17030- 0370 5764 — VERTICALMULLION83" MULLION SPAN tAf. 6F INSTALLATION DETAILS AND COMPONENTS 11 NOv - 0 1439 08 A SCAI, E FITS IVAVATS0 1 / OF 3 Florida Bulld.InL, Code Online Page I of 3 M 4 za z t6' v< " I"sV- 15CIS Home Log In User Rewst!at'or' Hot Topics S.bSurcharge Stat, S Pacts 'obhCaU0,1S FB,-, Staef BCIS Site Map Links Search Product Approval USER. Public Use, Application Detail Llpi —Clo All —I,, I j_ PL.". FLI 3223-R--- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Add ress/Phone"Ernail 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-292 7 pingsheng. zhLja 3ameshardie.coiiI Authorized Signature Pingsheng Zhu pit)gsheng. zhLi@jameshai-die.com Technical Representative Pingsheng Zhu Address/Phone/ Email 10901- Elm Ave. Fontana, CA 92337 909) 349- 2927 pingsheng,zhuCa3a, y)eshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/ Email 10901 Elm Ave. Fontana, CA 92337 909) 349- 2927 pingsheng.zhu@iameshat- die.com Category Panel Walls Subcateaory Siding Compliance Method Evaluation Report from a Florida Rears'ered Architect or a Licensed Florida Professional Enaineer v Evaluation Report - Hardcopy Received Florida Engineer or Architect Nance who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24, 21 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 011/01112018 Validated Bv John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence R3 QQT P10 Ce,' -a e -) nd,,, 11c P1 122 - T Referenced Standard and Year (of Standard) t-4ndzljn:l AST! , C1186 AFTM E- 330 Equivalence of Product Standards Certified By Florida licensed Professional Engineer at- Architect Y99T 2007 2002 app dtl. aspx"I)aram=NN,GE-\7XQ\N-tDq-,-Pk6bs\Z66FC... 9,'T' 0 17 Florida Building Code Online lea<.?e 2 o J Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06,f17/2015 Date Validated 08/26/20i5 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Date Revised 08/09/2017 Summary of Products L # model, Number or Name j Description 13223.1 Cernpanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For Lee inside a HVHZ install in accordance with NOA 15-0122,04 13223.2 ! HardlePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 15-0122.04, 132213 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 15-0122,04, fiber -cement panel siding Installation Instructions f L _'_ R h: S yr' Fi. a22'-' R. _1 _ ER RDO- 7,5 15.. f an.. 1322 FLI3223 R3 fI NOA 15 0 _Q4.ndf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports 322 R3 F. P R ) 2 .h i Panel rn t ooc.pdf FL! _.r.s J R_. ....:v_ loon...7 2 r_ In Pan F_'.. _. rUr, Inp:_G'` A E P7, a..5.0 2, 4 Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions i 22 R3 P, mil- cS , 15 P a lei me laI t ot_ 32 LiT Verified By: Intertek Testing Services NA Ltd. Created by independent Third Party: No Evaluation Reports s2 3 A. FR 56 .; 5 nar,e; nr et . I vtic c F.,.I'2 s?nK..P, . is ., _fir a r.e:I to Fu m`7_p_ F ?Z h,04_7d` C e ted by independent Third Party: Yes fiber -cement panel siding Installation Instructions FLl j223 R3 II ER Rio 2556 15 Panel n eta:- nrocd.cof n t j F i;22 c a1 1p _`54 tV,' Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports R < w r F _m f. 3 AE,NOA 15-0722.O4jV:if Created by Independent Third Party: Yes ack ftext tic. t-.a Laj,';t"ne k4.'k='_?_ i.!khA s,E.'_4_`h..z 4 Fhn_ The Slate of . 1„rich .s an toot. eEv rmpioyer. L2cLrf gts_,:?` "LS a*e o* FIo: : a p a'v_ ^`.:: ft rct S,. t m t : un S, a==W, Under Florida law, email addresses are public reco,ds- If you do not want your e-mail address released in response to a public -records request, do not send etectromc malt to thrs entity- 'nstead, contact the office by Doane or by tradrt o ra. "ai;, if yor: leave any quesiions, please contact 850.487 . 05, *Pursuant to section 455275i1 ; Florida 5ta...e. effective October , 2012, ll,,aneees licensed under Cha,.te: 45S, ,.S. mast provide the Departrient with an email a:.; -ass it they have one. The emails provided may be used for oefioal communication with the licensee. However emal: addresses are pi bilc record. if you do not wish to eLlahl * a persona: address, please r"o"de the Department with an enrai; address rv-,ich can be €nade a`ailabie to the public- To deter`line if voU are a licensee under Cnapho 455, F.S., please Chico here_ Product Approval ,accepts: 04i http: '/«,, A .f oridaliuildiii4.org "Pr'pi-_alpp_dtl.aspx?parani—«=C1E\%XQN,rtL gN,R%Eitast L66 C'... 9/7 2017 Florida Buildina Code Online Pace 'I of'-', Ure,I i', Ca r d sate' htIp:,`INvNv\N Iloridabuildiii,-,.oi-(,,;"Pr,!pr—app_dtl.aspx"paraiii=«7CjE '\17X QN,\-tDq\,Rk6bsN,Z661,-C,,. 9/7"'2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JADES HARDIEE" BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JADES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE. REPORTS 2 TEST RESULTS 3 TABLE. 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE. WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. t\lt l'tt1121 t€FfPtt/t, 61 PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC r 16835 ALGONQUIN STREET #443 ST HUNTINGTON BEACH, CA 92649 C s RioP 714-292-2602 A s`' 714-847-4595 FAX J 'AM:S HARDIE BUILDING PRODUCTS, INC, 1-888-542-7,-,43 info@jameshardre,um EVALUATION SUBJECT HardiePaneM Siding James Hardie Product Trade Names covered in this evaluation: HaidtePan_- K' SrIng, Cernpaneic Sicing, Prevail— Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Buodino Code 2012 internationa Building Code& RONALD 1, OCAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNT INGTON BEACH, CA 92649 714- 292-2602 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to the resisted by an assembly of HardiePanel (Cemparel, Prevail Panel) siding fastened to wood or metal fiaming will, nails or screws, REFERENCE REPORTS: 1, Intedek Report 30679113 (ASTP, C1 186) Material properties HardiePanel Sidint, 2. Ramtech Laboratories Roped% IC-1270-94, (ASTIV, E330) Transverse Load Test, 516' Thick by 48 invn wide HardiePanel Siding installed on 2X4 Hem -Fir wood Sloss spaced at 16 incher, or, center voth a 6d common calvanized nail 3. Ramtech Laboratories Report IC-1271-94 ASTM E330) Transverse Load Test, 5!16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem. -Fir wood studs spaced at 24 inches on eerier Wth a Cd common galvanized hall 4, Raintez;h Labormones, Inc. Report 10868-97/1475 (ASTNI, E330) Transverse Load Test, 51 CThick by 48 inch wide Hai-coPlared Siding installed on, 2X4 Group III SG=0,36 wend studs spaced a, 16 inches or, center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1,5 inch long ring shank nail 5. Ramtech Laboratories, Repon 1011-1054-89 ASTM E33 M Transverse Laos Test, 114" Thick by 46 inch wide HardiePanel Siding installed on 20gauge Metal studs spacieri at 16 inches or center war,, a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 6, Reentered Laboratories Report IC-1055-89 (ASTM E330) Transverse Load Test, 114" !'nick by 48 inch wide HardiePanel Siding installed on 209auge Metal studs spaced at 24 inches on center with a No 8 X I in lane X 0_323 in head diameter ribbed bugic, head screw 7. Ramtech Latiorwones, Report 1 1149-981 554d (ASTM E330) Transverse Lose Test, lol" Thick Dy 48 inch wide riardiePanell String installed on 20gausle Meta studs spacer: at 116 and 24 iricnes on center with a ET&F 0100 in. knurled shank X 1.5 in. long X 0,25 in, head diameter pirI fastener S. Ramtech Laboralcrrea Report !C-1273-94 (ASTM, E72" Racking Spear Test, 51;5FThick by 48 inch wide Hardwicane! Sidine instarlich on 2X4 Hem -Fir wood studs spaced a, 16 inches on center with a 6d common gaivanized nail 9. Ramtech Laboratories Report IC- i 274-94 (ASTIO E72) Racking Shear Test, 5116' Thick by 48 Inch were HardiePanel Siding installed or, 2X4 Hom-pi, tarred studs spaced at 24 inches an center with a 6d common galvanized nail 10. Ram ech Laboratories. Inc Report 10665-97/1475 (ASTM E'72? Rocking Shear Test, 516" Thick by 48 inch vade HardrePanei Siding instaired or 2X4 Group lil SG-0.36 wood studs spaced at 16 inches or, center with a ad, 0,091 inch shank by 0_225 inch tread ocirneier by 1.5 inch long ring shank nail 11, Ramtech, Labic- arones Report X-1 057-89 (ASTIA E72) Racking Shear Test, 511 6"Trrck by 48 inch wide Haod,ePanol Siding instalied on 2X4 Hem -Fir wood stood spaced at 16 and 24 inches on center with a N,_ 8 X 1 In. long X0.3-23 in head diameter ribbed bugle nests screw 12, Ramtech Laboratories Reporl, 'I 1284-9!yl 580 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide Hai-ri,ePane! Siding installed on 2X4 Henn-Firwood studs spaced at 16 and 24 inches on center with a E T&F 0,100 in, knurled shank X 1.5 in, long X 0.25 in head diameter pro fastener i,yitklr it 1111111y/ g// 0 GA V 24121 o; - D "b" im It; RONALD I. OGAV`dA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-2922602 714-547-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-588-542-7343 info@jameshardie.com TEST RESULTS: Table I a. Results of Transverse Load Testing Fasiener—Spa—brig in. Allowable Frame Ultimate, Design Thickness Width Spacing Perimeter Field Load Load' Reach, Number Test Agency {in.} hn Frame Type (in.) Supports Supports Fastener Type iPSFt P, F) IC-1270-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 16 6 6 6d common -149 -497 IC-1270-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 16 4 4 6d common -236 -787 IC-1271-94 Ran-dech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common -94 -31,3 IC-1271-94 Ramtech 7-3125 4t 2X4 wood Hem -Fir 24 4 4 do common -143 -477 10868-9711475 Ramtech 0.3125 48 2X4 wood, SO 2 0.36 16 4 8 4d. 0.091 in. shank X 0.225 in, - 90 -30.0 HID X 1.5 in. Ion rin shank nail Min. No 20 gauge X 3.625 in, X Min, No 8 X 1 in, long X 0,323 in IC-1054-89 Ramtech 125 4F 1.375 in metal stud 16 6 6 head diameter ribbed bugle -169.9 -56.6 head screw Min. No 8 X 1 in, long X 0,323 in IC-1055-89 Rarntech 0.25 48 Min. No 20 gauge X 3,625 in, X 24 6 6 head diameter ribbed bugle -91 .9 -30,6 1,375 in metal stud I head screw 241 a) ET&F 0.1in, knurled shank X 11 149-98/15_54d Ranniech 03125 48 Min. No. 20 gauge X 3,625 in- X 4 8 1.5 in, long X 025 in. head 170 -56,7 1 375 in metal stud diameter pin fastener ET& F 0,100 in. knurled shank X 11 149-9811554d Ramtech 0,3125 48 Min, No. 20 gauge X 3.625 in. X 16 4 1,5 in long X 0.25 1 ad 101 -33,7 ri, he 1, 375 in metal stud diameter pin fastener 1, Allowable Loan is the Ultimate Load divided by I-aotorol safety ol,i ' 2. FlargePanel Siding complies with ASTM Cl 136, Standard Specificabon for Grade //, Type A Non -asbestos Filter -Cement Flat Sheets. Table 1 b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls 1•' Fastener Spacing Franne LittimiteAllowable le Thickness VvidthSpacing une,e,Field Load' Load' Ragan Number Test Agency (in,) (in') P-arneType (in7ISup ortSuppers Fastener Tyne(Ptf) (p(t) IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 but common 603,8 2P -3 IC-1273-94 Ramtech 0,3125 45 2X4 wood Hem -Fir 16 4 4 ad common I 698.8 232,9 iC-1274-94 Rarntech 0,3125 48 2X4 wood Hem -Fir 24 1 6 a - kid common 460.0 1533 IC-1274-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 24 1 4 4 Cid common 637.5 212.5 10868-97/1475 Ramtech 03125 48 2X4 wood, SG a 0.36 E16: 4 8 ad, 0,0911 in shank X 0,225 in, 595A 198.5 HID X 25 in long ring shank call Min No, 8 X I in long X 0,323 in IC-1057-89 Ramtech ).25 48 Min, No 20 gauge X 3,625 in, X 16 & 24 6 6 head diameter ribbed bugle 990.0 12-3.8 1,375 in metal stud head screw ET& F 0. 100 in. knurled shank X 11284-99,1158D Ramtech 0,3125 48 Min, No, 20 gauge X 3.625 in.X 16 4 8 1.5 in. long X 0.25 in. head 1227L 153A 1.375 in metal stud diameter pin fastener ET&F 0, 100 in. knurled shank X 11254-991530 Ramtech 0,3125 48 Min, No. 20 gauge X 3,625 rm X 24 4 8 1.5 in long X 0-25 in, head 1050.0 132.5 1.375 in metal stud diameter pin fastener 1_ All board edges shall be supported by framing. Rants shall be applied with the long dimension either parallel or perpendicular to thuds. 2. The maximum height -to -length ratio for construction in this Table is 21, 3. In the steel framed assemblies the allowable load is based or, the average load a, 118 inch net deflection. YA 241 1_ 7 RONALD 1, OGAWA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUN TINGTON BEACH, CA 92649 714-292-2602 714-B47-4595 FAX PROJECT, RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@arries!iai-diE,.com DESIGN WIND LOAD PROCEDURES: Fiber - cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load, Since the allowable design load is based on factor of safety of 3, allowable design toads on fiber -cement siding correlate directly to required design pressures for Allowable. Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design l By using the combination loading equations for Allowable Stress Design (ASD). the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE T 10 Figure 26,5-1A, Figure 26.5-1 B, and Figure 26.5-1 C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2A cornblirrug nominal loads using allowable stress design, load combination 7, Load combination 7 uses a load factor of 0,15 applied to the Ono velocity pressure. Equation 1, q,=0 0025C-*K,K,'K,'V2 ;,e- ASCE 7- 10 equation 30, ,1; q, velocity pressure at height z K, velocity pressure exposure coefficient evaluated at height z Kz, topographic factor K, wind directionality factor V basic wind speed (3-seoond gust MPH) as determined front 12012 16C, 2014 FB--1 Figures 1(509A 6, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V' Vo 2014 FB,,-" Section 76',2 1 dofrrWhorvil Vu; , ultimate design wind speeds (3-second gual MPH) determined from [2012 IBC, 2014 l Figures 1609A, B. or C: ASCE 7-10 Figures 26-5-1A, B. or C Equation 3. p=q,'(GC,-GC,) ASC- 7-10 e,:s,&,hcn GiCr, product of external pressure coefficient and gust -effect factor GC, product of internal pressure coefficient and gust -effect facto, p design pressure (PSF) for siding (allowable desqn load for siding) To determine design pressure, substitute q, into Equation 3. Equation 4, p=C.00256'K,'K,,`K„"V,,,a-(GC,-GC,,) Allowable Stress Design- ASCE 7-10 Section 2AA, load combination 7 Equation 5. OSD , 0,6sy {re r ASCE 7- 10 ssmron 2 4 ", load combsaarron D , dead load VV , wind load To determine the Allowable Stress Design Pressure, apply the Toad factor for W (wind) fromEquation 4 to p (deskin Pressure) determined from equation 4 Equation 6, q- = 0 61p] Equation 7, p- = Equation 7 is used to populate Table, 3 4, and 5 To determine the allowable uftimale basic wind -speed for Hardie Siding in Table 6, solve Equation 7 for Equation 8, our Applicable, to methods specified in Exceptions I through 3 of[20121BC, 2014 FBC] Section 1609. 1, 1_ to didermirre the alideable rionirnaf design wind speed (yasry) for Hardie Siahni;l, in Table 6, abalf; the conversion formula below, Equation 9, V- = V l , (0-6) t. 20°2 0 C 6 20' 4 F-8C Section 1 60c, 3, Vim,; . Nominal design wine speed {3-second gust mph) freC 2,lllf l-9C & 2U14 F81C Sccfor, 16,02 1) Table 2, Coefficients and Constants used in Determining V and p, RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH. CA 92649 714-292-2602 14-847-4596 FAX PROJECT: RIO-2' 56-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-868-542-7343 infoe,jarneshardte coo Table 3, Ahowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Table 4, Allowable Stress Design , Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Winn Speed (3-secondcrust) ieoht (it) 100 c 105 11 C, 115 1 120 c C c c 7140160-T c c 61) 170 180 c C 190 200 c c 210 0-15 17.5 19-3 -212 -23 2 -25,2 29,6 344 -39'5 449 -507 -56.8 613 -70,1 20 10-5 -22,5 4 i6A -41.8 4T5 -53.7 -,60.2 67,0-74.3 81-19 25 194 214 -23,5 -25 5, -27,9 32.8 38,0 -43,6 49,6 -56,0 -62,8 77;-017-776 7E5T-5 30 20-2 22,3 24,5 -267 -29.1 34.2 396 -45,5 51 8 -58,4 -65 T 7- 1-8C 9 89,2 35 20,8 23 G -25.2 -27,6 -30.0 352 40.8 -46,9 53.3 -60.2 -67.5 9 40 21,5 233 -26.0 -284 -30,9 363 420 -483 54, 9 -62C -69.5 77A -85,8 At4 6 45 22.0 24 -26,6 -291 -31.6 37,1 43 1 -49A 56.2 -63,5 -71,2 79,3 1, -879 9' 1 9225022.5 24.8 -2T2 -29.7 -32.4 38,0 44 1 50,6 57.6 -65.0 2 -9 9 9 55 -----1-229 252 -27,7 - 3,0, 3 73-0 7,38-7 7-449 --- 71 —5 58, 6 -66-2 -74-2 82,7 1 -91,6 101-0Es' 72-33 261 -30,8 -316ERJIM Tq--4--7-457 7-T, —4 1 -4 -75-5 84,1 1 -93,2 G,, I73-2,6 35-9 -39A 1 -43 1 7767 765 —0 76-38 : 83,4 _1 41 1 -7 6 1-1301 3 14361 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure. Category D, Tables 3, 4, and 51 are based on ASCE 7-10 and consistent w;tn the 2012 IBC, 201' , IRC and the 2C,4 Honda Budding Code RONALD I. OGAVVA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-&47-4595 FAX PROJECT, RJO-2556-15 DAMES HARDIE BjILDING PRODUCTS, INC, 1-885-542-7343 i rfo Q _jamesnardie-cain 0G,4 Table 6, Allowable Wind Speed (mph) for Hardieloanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3) IR es 2074F13C 20,1BC 2014 F8C 24121- Allowable. Ultimate, Allowab,e, Nominal Design Wind. Speed, Design Wind, Speed, V., 3- second crust mph) i3-oeco= d gust mph) 7ATE OF/' A;,; Aabje to "elhods Appfic@bc ton- ethods spedfied- [2012 IBC 2014 FB( J p-fied ir, Exceptiorsl a, cl, twmrienro, ffl,wgh 3 of [2012 IBC, 2 -12 16C , 2014 FBCI 2014 FBC) Seol,on Pipures 1609A, 6, o, C. 1609.111 C-iffiriets used in Table 6 calculations for V, AtmiJ exi: osure naite= I a exposure category Sling K. Product StudElwlding_ Procluct Thickness Width Fastener Fastener FrallIE Frame Sp 119 Ho'g, i, ght' BC D 6 C D Des gn vqcno-,) ies) I ype Spacing , yp, g Typeenc; hes) {feel (S' Load SFI En B Exp C- Exxp D K. Ks G G( i5 0 , d 186i (18 144 1301 118 497 07 0 85 1 1031 Mot, 1 0 8t 1.4 0 2XI HarmePanel, E 51C _8 6d 6 commonwood 16Herr,-F d 2X4 l` Hardieanel to5,,16 8 cc, minto) 4 wood Hem -Fir 16 HaidielnanelV 5116 48 Go mn, 6d 0, 6 2XI wood 21 em-Fir 2X4 HardiePanel& 5111 E 48 6d 4 wood 2-1 COMMOrl Hem - Fir m, shank X 225 in5 4 e 2X4 HardieParet,,,' 51C 48 H0, D X 1- 8 fie ddge w.oa 'C SGLO 36 in long ring sank nail hs(a) EM 11 92 86 76 1 182 165 150 141 128 116 47,7 C 7 ua- M 1 0.85 1, 1 220 i- 82 i-- 1 60146 14 1 124 11 47,7 T-7- 2-5 iTi -2 57 144 14 i 121 111 47.7 fl-7- 112 1 -081" 4 a Is O- 82 154 141 149 119 i09 47 7 0.38 1.1E ca 4 0 is 3 5 178 1 1T M, 11,- T-7 168 473 C77-' 1-19 8"') 14 0 it 40 174 149 138 135 1`16 107 a73 76 1 OL 1,22 D.85 14 0 18 AS 2 1,16 133 114 106 477 0 7II5 1 OVI 1 24,',, 771 O 16 - 46 3, 13- 1 05 47.7 1 4 1& I 1411, 134129 112 104 477 2 018 tO 13, 28 111 11 3 6 47.7 165 371_ 56_ 4- 8-8 7 7 C 9 1, C, 2' e) 8 18 D 44 L_ 12 3C,0 11 0,8 1 8 j 4 20 1-1- 4- L1 2' 116 112 98 K, 07 1 1.7 F 77-1 141 1 1 112 9p 8E5 1 112 C85 14 31) 1 144 2 54 d-, Y ',1 07 0 14 H 01b Dy86 3, 0 7, C' I 40 38 8 92 -f-8-E 30 776-1-'D4 1 ,2 77, 7- 7IT 11 Ise 1 1 84 0 3 11 21, 1 4 Q 1F 50 le 1 1 C.7 I i4 C L- 1, 4 0 1, y 2 S l 1 P2 3 0 n 8, 4 H I G 815 4 31F I M 1 4 C 18 3 1"5110i88182310s5'N Ix) loscIgo647417i, Os. , 1,2 4,1 1-6 u: E c, " r 6 LAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@,jarneshardie oorn RONALD 1. 0GAVVA ASSOCIATES, INC. 16835 Al-GONQUiN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-26C2 714-847-4595 FAX PROJECT. RiO-2556-15 20 i 2 15C. 2DI 4 FBC 221i'lih-", 2014 t-diC Allowable, Ultimate Alowade, iaorniria Deed, Design Wind, Speed, Design Wind, Speed, 3-second gmsi fund) 3-second gust mph) Appl,vable to method, Apphriabs to methods sidedfiedrirr [23112 16C, specin E.C"PoInne 2i', 114 FBCI Section through 3 of 12012 IBC, 1609. 1. 1 at, determ"ied try 2014 Flid-1] Seutior, 12012 IS, 2014 P5Cj 160" 1 1 1 Figures I 1509A, i or C Wl' id eXsQSUfe CateQ01V Wind exposure saloon, P ' Width Fastener Fastener Frame Stud Building Product ThicknessSpacung nces) ihType Spacing Type Height B inches) itnores) (feet) 015 19 Mir,. No 8 X 20 19 1 in, long X Min, No. 25 19 0. 323 in 20 ) gauge 211) 2 head x 3,625 35 19 HardaPaneIV 1/4 46 diameter 6 in X 16 40 119 ribbed 1 .375 in 45 i 8 bugre head meta! 50 i stud I 18 screw' 60 18 00 4 1115 14 Min No 8 X 20 14 I in. 10119 X Min, No, 25 14 0. 323 in 20 ga=,)e 30 174 head X 1625 35 14 Hard, eParrel,E', 1,4 48 diameter 6 in, X 24 40 14 ribbed 1. 375 in 45 13 bugle head metal 50 15 sprawl stud 55 1.3 0 G 24121 STATESFr 4 e, 4111fNim Coofficlems used in Table 6 "Icuioboris to, I Allowable C I D 1 6 1 C I D [wogir Load 6 1 P-o C I E.D ET&F 20 198 175 160 153 1135 124 56,7 0 I-ok 1 G.8S -14 oia 0.100 in. hilin. Na. 25 i98 171 157 1153 132 121 56,7 701994 7 6-1 7 _16 knurled shank X 2D gauge 30 1 98 67 54 13 01 119 56,7 U , 9S 16 1 01,85 0,16 1,51 X 3,625 r, lone 4 35 194 165 63 152 i5c 4 128 2b 118 5E_ 1 of I edge HandreParielt 48 in. X 5 X0. 25 in 8 field 16 4, 16 s na 7 77 1 cie head 1. 375 in 45 87 7— C1 49 14 d, 124 115 56 7 7 8 5 1.0155 1-2451 0, 5 14 0 18 diameter metal 50 184 47 143 1 23 14 S7 -C 1 1, a09 1.27i 1 stud 55 182 157 146 141 122 1-13 5e_7 0, 8 3 I'll 1.2q 8.E -1A 0,18 pin 60 180 1, 56 1-24 145 139 21 02 112 56,7 85 1, 13 7 7777h.-80 i C, K 14 018 iastener7 100 149 13n 115 9C 567 Eq, 7_2_6 1 O.S378, Tiv 0-15 153 139 126 i i E 107 98 33 7 07 C 85 11 (o I ng6C G 1- -14 0 18 ET&F 0,100 in. 20 71 6 9- 3, 7 7 07 7 1, 1, - 14 0. 18 mri, No 2 IC2 94 73? 7T_ 112 1 G Bit knurled shank X 20 gongs 3C 153 --12-9 T 7_ _T q 15 _7D0 92 -777- 7-7- 098 1,16 I I C, 85 -14 0.18 1.5 in long 4 edge X 1625 35 150 99 9-1 3-37 1'19 1 0.18 HarckefhanelSn 5/16 48 X 0,25 in 8 few in-x 24 4O I 1 116 114 1,04 1A 011-1 375 in 45 144 4 115 1'2 96 H11 of 1.245 5 '81 4 0.11 head diameter meta! 50 142 122 11: 11 11D 95 88 3a 7 0,87- 09 r d s1 55 40 121 113109948733,7 ti, 8 1 0 y 0 1 s pin 6C 1_3_(12- oi 2--10-7 0-3 8-7 _7_ 185 7 -4tl 8.18 fasteners 102 , 95 89 ]7=9714 1-1, t 17, 1 h is h>[t, 0.65 crews snail penetrate the framing at least titles full threads 2 Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mear, roof height (in feet; of a building, except that eave height steal! be used for roof an()is G, less than or equal to 10' 2 -12 roof slope). 4 Vul! = the ultimate design wind speed (3-second gust cmh) as determined by [2012 IBC 2014 FBC] Figures 1609A, 16095, or 1609C, ASCE 7-10 Figures 26,5-1A 26.5-113, o, 26,5-1C 5 Vaso = the nominal design wind speed arcphsable to metloos speonfied in Exceptions 4 through 3 of j2012 !BC, 2-14 FBC, Section 1609.1 6 The wind speeds in [ 20112 IBC, 2014 FBC] *inures 1669A, 1609E and 16D9C are ultimate oesigr wind oppose, Vult, and shall be, converted in acco-dance with [2C12 IBC, 2014 FBC] Section 16D9.3,1 to nominal design vend speeds, Vasd . when the provisions ol the thano-arcs referenced in j20', 2 IBC, 2014 FBC) Sector, 1609 11 EXcetoons I through 3 are used- 7. Linear interpolation of building height and wind speed is permitted. 8 Winci speed design assrimpliont, per Analylit.al Method in ASCE 7-10 Chapter 30 C&C Pan 1, and Part 3 K,,,=I, K1,=OS5, GC,=-1.4 h5610), GC,=-1,8 (fr,K), G'-,=O 18, LIMITATIONS OF USE: 1 i Fastener pullern must be evaluated when installed a specres, cr wood studs other than that which was tested. I PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE& BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMIES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE I EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE IA, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1B, ANALYSIS OFOWASLE LOAD FOR #Z SCREWAT 10'0,C, 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN , MND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSUPE C 4 TABLE 5. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6. ALLOWABLE kMND SPEED (LAPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS AIRE IN COIAPLIANCE W11TH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 201, 2 INTERNATIONAL BUILDING CODE, mommosomm RONALD I. 0GAlvYA & ASSOC WTES. INC, 16635 ALGONQUIN STREET #4,43 HUNTINGTON BVEACH, CA 92649 714- 292.2502 714- 847.4595 FAX, I I t"ttoolIxee" OGARl 0SIONAM- ROKA-D 1, OGAWArASSOCIATES. INC- 16M ALGONQUiN, STREET X443 W.WTINGTON BF-ACH, CA $2649 714-292-26a2, (F) 714-647-453r, FIR00JECT R10-757a-15 EVALUATION SUBJECT Har%3i*ParyvW Sidtng jA"M* hard* pmo"t Irade K*M" boa Vmd In thm VvAhlxliofr iia,twpunewSdn; campanew Somg, p1wR4- PWIW Smv'c EVALUATION SCOPE: Asc 7-10 2014 Fknolda Socn; Codo Irmnstonw, DuAdgr, Coft IM,WmrVC Rowdelow, C--,m EVALUATION PURPOM h4 &-ym a io oww-w ov axrm m e * QW .1d *p"d W, be Msky*0 by an *"*MRyy W K*1'd1ftpAf8? k,dnl tavW v, W wood ta-qy M *"tw .1w, a' me"W n* ft w Wood REFERENCE REFORM 9. nw-w-Ropon 1=243=0,--001A, Trww*I*t O W-1 on Rafd*Pwwl TEST RESULTS: Talake la, Raavftx 04 Tmn*vgr" Load T*44V Frwna axww I'Mome" paam, swy;xv s IF.VOA., Type 4Vw Dlmg-, L 4 Rep,-, Kvrnbv- lw) d,b 011 FIallc 7v-' In 1 41 N vnwons L_ — ps -1 &F 4 X nclo o I i A h*ql* 0 .S I %c 4e ,AA wvoo muc, -"- N'o, 01a s- 16 7`T L75, W,; ,, Q3,-3, K:, u S FIF q J W;Ro heat DO-001y, tntellok O'. t 2! 46 2X4 ooc shad 3114, v.1A by 3 16 131 A 41- W'o. 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FrofrOng i,, t1w wti*d ImIftV=bzn& AV laslial m "ft allacb"t" W f lw, only w, --w-wr k1le k-Ing % sr-OwC Ic 01 Myu lrx;' nr 0,:*n", aftee, pmloW va"AI*f1.e io., tTt Zh6 project muxm&tdvzl w onure M, ys snawl,na,v wo ftarn,2; mo"tom w ho'* k"40 copgot,*4 RDNA-D 1. 0AAAA5SOC%ATES, M-- I 6153;5 ALGONQJM STIREET 3 KiNT INGTON BEACH, CA 92649 M 714-292-21802, (F) 714-847w45RS PROJECT, PJO-25,78-11!i DESIGN WIND LOAD PROCEDURES: lmnv" IQ#t c*p4--t" Iwo "d capaolyi m 0ow-m-mr, "compksntegwv wtrantmIry s-'anums "'tr* dAn'6'm'-" wac wam; AC: atoa.av* tcac t4 oeuvrww oasw m' P maw & "tty Of a Apptlet Ic" M iAwmmlo tom load Eqwoon Z' K, wixoty CIft,&, xv exposiov Woff;, it ovoj€ajoo at X, *mvaplrc laow, K .1114 0, Cb,-,Wf ta=W V Assn V'€ 14 &pw W (3 -a$= nd pus;. MPH?. ow, n" ftom, 20 1 K F 9 A V_ a, 1, A'S C F, 1 C F"? f V-Vfmf 'N112 U&C Sc,"""n I&Q2, I V„ "tbmbu "'-V' wt' v spoods kffl oev mowc t rod "'12 W FVwv IC,05JA, 5, o, '-,aSCE 7,1Z) Eqm*bo,. Z' .?Mf ASG' k 7- 1 C equoPoi X & 1h C^-' , prw'' of "e-&' pmrsum m0l''v sno 0.11aftec, fa= Gc rwow= Of ovmw pmv., P* wrmw)l and gvN vlvm 18= p *-IQn aswv TSF) for 4-dmg IMAO.'ANO 04*,r ioud fr, Nd,,n;) Ta ovv-'*nc, omgr M." I'am S-lslawe q, n'o Equabor, 3 Eqwum 4, P'C A, Vvole Sfm= AS 7- 10 Sr.Cbov 2.4. 1 t..c 7 16-1 - C' VW AS -wC 7- -, C waa. 2 4 !, hoj is , C ad W ioZ4 To asWrcx,xc fhr AR0.4 ZAI Sim $4 4,poy pm k" l*aw 1A, bJ, (w"'w) f QU$J"t pe aw, ''a"e &ww' ON e—n.0 Eqv*tico 6, Fqwt'.. 7, 7, z 4od fopq,- 4sk- Tour 3 4 ow 5 To tv Vw RIO- 9Z'" 0, a tp P"c ir, Hwpa% S+&v m %'z+ C, EQ 7 fv, V,a. tP t—lh WS,c, C., 14,4 K z;V' oat p MZ,.;h S of Zo ISC..'S;7.r ; I aho,«-ozgf' m'.w rjc*A'-'v S;'Kv A fc, -sA ec- m 7a.-^ 6 V_ Ve!" V- closq' —x aPml' ia' mt - c gvs: Mon, im, 'C"' 2 BC 6,,: OGAI RONALL'i OGAVVAA,ISOCIATZS, INC 1,6835 ALGONQUIN, STREET 9443 HON71NGTON BEACH, CA G2"9 7) 714292-2&'12 (F) 714,W-4595 PROJECT RiG-2PB-15 Tabta Z Cdofficiart* and Cmilufft uw," in Downrionng V Amd p, T. Ink. 3, All—t" Suini* D—,ipn - Coqm~g sod al."no (C&CI P-iniuro. (NW) W be R—tt.d it Wild Sp..ds - Wind E.P.—M Utindory 8, T. bW 4, AM—bt. Usign - ConVii-wo and Clddkq t"C) Pmo*.,** (PSF) W b* R.*44*4 at Vod*.3 Wind Spot& , Mixil Expos.m Catogory, C, Tabilt 6, Ali. tft Stmits Design - Cmnpmmt and Qaddlng iC,&Cl Pmasumx (PSF) to b4 Resisted id Vannua WuW Spoo0z = Wind Ex"sum Catoowy 0, UIAW4s3,4 it C, W144 41 C- C' L ru-, Fn Rl 0 AW-,A-'&XATU, UN-C 5ZA- 1-122640 7 T, I - zi2-2CC2 fr; PRICjEcl, Rl-nlzs",." utAw i, 414Wo4 ZPW tmph) W, tufomf'w"I kkoniv (Anwyuf molhodul As' cf 7.70 vwxw 3,0 CAC Pn 1 wp.,T 3f 4-1 W7 wo, r, KxAz4« v e x, 2X - n A Ap wtaw V,o LM-WIDN' S CW U. I I w "Cl Wa y --- Z-- 4 Ri lllCAVlkAl1lrO--llu "Ic J'I'W.11 'AR:!'T IeVIIDN t 6ass 4L GONWIll SIRIET7 #" HuL rwc IV, MkI-I" CA 0111149 F T—W-4591 VIRCOL-cl, $M-2'S:M-16 TAUW 41 Aaw"bk MW sp*" (mph) ft, "a"Owponvi swm (4nOyVW WMoOM 4=- 7-10 Cla;4WIV CAC Part I *Rd pit ww IK4 WX t I mm Al I, Woe 7X4 ie, mi ix, i C' aw It A 146 4a 0 1. i 41e T ll4 I'll Z is 1111 t I'? IoNg Vl 4 V 372' K, mu 'my IV I Iroc I-V4 A 14; lU I 0 I 25' N Pic ST. zm-. IV! el roc be ttj r 1We. LMTATQNS 01&USF: w, m V" W"kta I, ?-w — Z.— (K V I Z Mot PtI , W,. Ia 0.41 C—I F k,+Y.',aWA 15, 0 . Z; U 0 6 A 4z' H C/) w I== REPORT NUMBER: 102024363COQ-001A ORIGINAL ISSUE DATE- April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD, 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7CI JAMES HARDIE BUILDING PRODUCTS, INC, 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanel@ E",.IALUATION PROPERTY: Transverse Load Testing Report of HardiePanell& tested in accordance witb Standard Test Method for Structural Performance Doors, Skylights and Curtain Walls by Uniform Difference rrrjrarr"",-1,1 0 Z S 1ATE up, I'D C/ A" 'A I ASTM E330-200212014, of Exterior Windows, Static Air Pressure 7h,F rui;e h, Tn &' Ttk's Fj et- e 1;rriter" V,}111 Y, e.- 7emece ol---S,),,,,i,,,7 "S", c-po'! Or,,, ,,- ie cfie:ar is a.t.tt,en af<,), it; Nv orie of ,Is ar il& sefe "r Or Sf,`,,'i,,e frsi 'N nter!e-k, "he am"", "es" rl?ss,k5 <,7 Vl,, rin4 "', '!?v p7c,,Cuct, w t' lelbeeri -,-%A-- el a;a,-JMI I Table of Contents 1 Table OKCuntents-....... --- ............... ..... .......... ......... ........ ...... ----..'_----2 2 Introduction -_........... _-----~...--._...... -__---------'-------.3 3 Test Samples ...... ............... ...... ..................... ____ ............. ....... _---_-----...3 3'1, Sample Sek*ction-...... ........ ._-_.............. ........ ......... -......... _-....... __3 32, Sample And Assembly Desrripbmn--.................................... -,_..-_..~.-_-_3 4 Testing And Evaluation Methods ----......... ........ '-'----............. --'__._---._3 41. Conditioning ....... -....... ....... ___...... ____________3 4,2, Transverse Load— .... ... _.~........ _-_........... ............... ~--~'^-------~3 5 Testing And Evaluation Rmmuhm-.-........ ................ ---'......... ............ -...... ---5 51 Results And Dbsenadons--...... ---......... ---__-....... .-'-_.--_-5 6 Condumion...... ............ -_-----'----------------------6 Appendix Transverse Load Test Data ..... -.... ...... ----'-...... _-...... '...-17Pages Revision Summary- ............... --_-.-----........... 1page Florida Product Approval HardiePanelO Sidiong 0 For use inside HVHZ: c HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements, For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15, Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements, HardiePanel'"'Z,20. Verticai Siding JamesHardie LEMIBER 20" EFFEC IVE SEPT vls' L , on, for T!hr, mos'recent Version, Cll R-S ALL SiN3,Li- FAIMILY ",Ni-', PRIAIJE r f -' i " L, 1 SMOCITH- CEDAR ILL SELECT SIERRA 8 - STUCCO IMPORTANT., FAIL RE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE VVITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYST EM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THAT YOU ARE IL ISING THE CORRECT HARDIEZONE INSTRUCTIONS, INSTALLATION OF HZI OTM PRODUCTS OUTSIDE AN HZ1 0" LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWWHARDIEZONE.COM OR CALL 1-866-942-7343 (866 STORAGE & HANDLING: Store fiat and keep dry and covcod' prior to Jris,.!Iafirtn, nstallino siding , wet or ratirated irray fesull, in shdrikage at butt ' oints, Gary planks on edge. Protect edges and corners fio- n breaRage—james mixdre is not responsible for damage caused ny improper storage and handling of the product. GENERAL REQUIREMENTS: TCUTTING INSTRUCTIONS 01iMoast Posifio I cati, g S lia- sa'l vxvi, M s1c"y ms', av"a"om usrr and oil le'! s 1- VIVO I K'Ing aFea, 2, ose one e, 111,, f") loatinc methods, a, lws', Sre an s-up S! larr-F (r- a-wae'er ;t r rr! ix lt'iw natid t. Better Dui; raa.a rc ccuv sa,,y equopea ws" a tiardje3adesaw loarre xxi H A VaCUJM Erl"FeCalm Dis-, it!dzric im1w sav, Mtr, & HaidieBlade sak,,, bi Goryi, D,iiy Us.orow to rnme,,are caft,-q, 1 '4 D 0 0 PiS 1 1 1 1 Celt ordy us surf-e xc snaporstiearsrmciruafelc1vicoxrtn&jrnialic) Pvsqio,: a.1hrio s_zlutn w wea NE-VER use a paacr saw nloo, s vER use a cr,-ular saw close Inat ns! mm Ine -odieBlade so,,, n:tile trademtk o tE I F, d"', I - sEsweep, - Usevml supc,essle!l 0 HIP1, vacuumMP01.11t ktE, 1-0 - MZN-U-, r2(10"vest respl, atlie lust proo xlisr,1zrlas ha rcia remr inends amays isng , Best" -le c o,ilits) Men xl whle'b Teasibl- r4icsti-ifsDro"ed, rusprarm, car be ]n corit"Pcl n o,,M, above cs v'agke-v tr lu"1110, reouce "t"s, exr)o'sires. Ac&iona r)pcsor, nfN ralyx, is availah,e it nmt,&Iiade,coir to help yen detew, ne Ur; mos', arpoorraw culing m-,,thod IvryFar k1lb requrturerits r tte Sri: eKN'1Sr1o0J1 rVXGLVf`, (, A-'1S ar Val do nV c-crilpil"Mri 111 1 aiwve P1 11-"Ilrx s yfcxo- ould aMqvs acidrfio,, lfrdjsnia'-srjleris'. oonsicl James ria-dt", 1cr, rorthi,,,nilonTlaror. 11:` instructions to De used for residential single family installations onl,. For Commerc,al,, kkrqj- Famity Instal,alioi requirerneifts go io IDercia,com HardiePane!'vertical siding can be installea over b.,sree-o wood, or strie: studs spaced a ritaximiLlm (} 24%° o.c, See oene-ria' fasle,-img requrements. Irregularities in framing and sneathing can mirror Ifirough the finis led aoplirmffion, James Hardie recorrmnends installing HarfjiePamei on a capillary breaK (minscreeniturrinci) as a ties,, practice. Infc,,mahon on installing James Har9je products ivei foam, can be located in JH Tech Bulletin 19 km,,sy ameriardie,com Awater-res t'flve caner is required ir accordance v,,im local building code requirements. The vvide-resinfive barrier most be aopropbajely install ied vvih penetratiori and j,jnclion flashing in a,,corda-ice with local buildrng cocle !eqJrements. olannes hi'die assume no responsibility fo,, vnter ir-filvathon, James Hardie does rnanjfactire Fla 'dijV'13Pa \Prealrier Barrie( , a nar-woven noin-perloratecl hotllsescrap l , vvikich complies wit( n building code (equremients. When installing James Hardie prod(, cls all -,!service, delaills in figs, T8,911 0&11 must be foliowed. Ad'wenl, finished wade must slope a,vay 'rom the Duldinc in accordance wit,-, local building cades - ,}pically a ini-limut-i-, of 13' fit the firat 11", Do not install James Handle' prorructs, such that they may mr-nairr in contact vOln slartoing vlater. HardiePariel ver-tica: sidino may be ms.alleo or vehical wall applicalionis only, DO NOT use Hardiet'anet lerti ai sidiria in Fascia a I c I or?rim rn aDch"ations, Some alap)Ica5con are not sui4a:r)le for ` do,-PLs Refer toColo -Plus section paLie 3. DON OT I - erase q on James Harcie' Pronuc-ls. I use stairl, 10R,aje, base paini, a, povvder c,3atin, For large, ng commercial and muftl-12miNt ptojec's, vvlere 111-le soar of hie eeak ;s significarit in lerath, I d ail&or ac,-ilict sfiould take pro, ir design. TheSle vawes found 'Hn the Tear Buileen rr-,Its consiaeration the coe'lffbert of themalex ansion and morstum movement of the prodU,-," in t8 "Excansion C,aFacrer;stjcs' al INSTALLATION: Joint Treatment Fastener Requirements V;Iica Joints - Install Panels in moderate contact ( fia. 1), alternatively Iosrtio in fasleners 3,j/8" firom pxtel edQes a!,,d no doser 4han loin s may also becoveredbatten,-, PVC orrnetaJointrers or 2' away from corners. Do not nail into corners, caulked (No, applicable to ColorPlrs' Finish) (fig, 2), HardiePanel Vertical SidingInstallationHorl-,cnml Joints - Provide Z-flashing at all horizon -,all joints jig, 3). Framing rrist be provided at honzonta' and vej4, cal edges for nalinc, HardiePanel vertical siding must 'be Joined on siid, Figure 2 Figure 3 watar-rear rbve barrie, Double st,,jd may be - equi ed ',o mai,'Itoin, rninimurn edge -------------- 7 Zx 4 Mud 'v a 1, E r - r S: s " V e rcs:,t w 2 . 4 muo I hailing distances. bjmor barber SheathWiqkeepraj:s25"'B, Min, fmm party pateKee'D iasiene,s 2' away from (,',xrem i lpue, czill uPtf vllel I , ):,,! n, 111 or n 114 cj' ip I Batten Joint "H" Joint flasNrC F1 HadiePane vert-al .,ding Ovate-esVwe Name! Nvxl' Obl' 11777 I slNd v"miu! Pat C Figure 4 Pane s, mor caili,` it r isru S C irldc, Caulk Joint Dluulc a: pan": moderate contac, W, a94cat) it hrzisht or airijitlu; ia )!l NePuriE, ,',YISUL -LMu,, R'_ Ifie at 1-866-4halifit-,, 0: WARNING: AVOID BREATHING SILICA DUST lc. ,-,, 3 Harj C rxixt ,ofl,-, r, !S 1',' tSLI. 01, <Ii 13,'M,- 1, caise ar: at.L: J-j, A i` ij d t Z) C cuw sou o'e amlurrls o! c sfl;,a das a: aso!Sa"not'Mcntcas_ CaN,0 C,.,Q s, ans OrcT lrwec ol('re, -a, C3F o f lo, k, 'I icczraanc, mr nD,e1nmrqr eoOat*- W rna,W-Iure" smich"nt t, tol"It" 1-1 in, ,'ie s i int, lrcz, Awed , pmp ri, fitie a- "x 1t, eS";, RDc, S 'r& PD` sd-zl ";jT:w us, r _ a2uT,ewer cle-alrdC dr, ,,wee,,,. MC7-81nOE: tc Ox 4-,, rklale 2, :;arle o.IVNIFD,c X va% v, ja, "'O'n (", t), cahnq -a,A1,DF :1 -FL,-,- -7343, 'Al-RK !'o'sX, "WIC c,,-A- jig7 r_ :", c, to sr, r HS'236 '31113 CLEARANCES losia;l sidi,io arvJ inri- Piod cts in Mia i 7,tain a nn i -in Ll M fcc/larylain minrnnum 1 2', clear nce; Al the Juncture nf he mof and veilical marmin al/4" cimpliar-Ice With io-ai b-iiidinq cod, 2" clearance beh%,—I be-rvveen Jarnes Hardie producclo I ashings! ace, flas1hina and -ouniehil cleaiaiice betv'vesin i and d3ckin,, matera l,e iristalledpe" 11heroofing ie boTto,n iija nee equill- ements fx oica7ance between James hardie" manUfacture, a insiruclions. Novice a o Ha hie, prod ucis and the boteit7i edTe cs t'ie, izidina a --id products and paths. Figure 7 minimurn I `- 2" clearance beeveen I no'lZontal flasnitla, ins adjacent finished oraoe, steps and driveways, the rooflng ancl she DDIM'n edge of t ne Do not caulk gap. Figure 5 st s16, g poic f u,dahon 111 In, lvlaml, ai,rr a tlokilircUnl, I lop bebveen oult-tei end caps and siding & tnin, Figure 9 sidinc guee, and end cap Figure 6 1"- 21, min n" rfascip Deck matemat 2" in It I D! st shinq Do rol, hiricge floors ts`trhardietcariel" sidling. HO-zonta' cim!ii should arcay,,i be re ea uerveen floors (5c, I Ji, 7, Figure 10 Trim -4L- srtewrnci Hard, ePanel' BLOCKED PENETRATIONS Penelrations such a,-; hose bins and holes or ailaer sx1h as aryei venis 9ihou,0 hava Nock of am Do nl rf peneratia GENERAL FASTENING REQUIREMENTS ram 1 mus, be coos.on neinstant, ]alvan.Zedi o! sta;niess steel. tit icne-galvan,zeal are accaplaJe but inay exhiUl preri-iatune corrosior I i. James Hardlerecorarnencis '.he use of 0"Flity. o Oped oalvanized nzils Jarnes i-ardie ;a riot responsible for he orrostor, resedaqce of l - L a, s, e e, s. S'ainless se: fasteners ar voiler insmlina James Ha,,dre pn,)Ouic s near the oreani. la-ge bodies of ivater; or in very hui-nia clirria-tes. Censi!l aPplica-)Je p:oduct eva:datiorn at ha1inc fc, cot rect lastliaieC type and to achre've speccl'i,-- design wind loads, NOT E: Ririls!hen svind !.,ads may not be applicable Ic all areas wnere Loca. Building Codes h8ve soeccii,, ,v sdictio-,, Consu!! 'at res Hardie Terctini,,,al Services I toll are ur-&ite of appii,a,ile compliance docuniencIption, ve {rile fie, ,,s perpencloulai !, a siding and earning. Fastenet heads s!houid {t si-Ifig agair -s! siding (no ai space', -j A) Do -iol over dKive nail hcads o,,, d"' ve nads a, an angle. f na!1 is counfie sink. ii'i rim hole and add a -,oil, (flo, B) Eo'ofcl I --, I I na,"S she fl- J be hit fl,,,sh to ln, jank v,, th a h0m,ner il.o stae! jj, fr; o iernove and rep ace is la NOTE. V"'lienecier a st-Lictarai ire, niter is ie-esen,, t, hardlePiank snoula be faSteqed wric-1 even sPa--,m,c m ,he m,uclu.,al me!-n5e,1'. - ne rabies allnennc direct 0,10" be us:"o n:-or 1:adifixna, f'w"lirci is no, availanlc Do not use aluminum fasteners, staples, or clipped head nails, Snug Flush COUnter-,un U 8, add d 0 Figure A Fiourie B 1 I do nor under d7ive nails DO NOT S7 APLE vijing an, Jaoj. Figure 8 M" Refer is fig ? ol, Rage 1, KICKOUT FLASHING Because nj the vol, of v,,ate' r }tilt can poor do,vin a, sloped rooll one of thmos t st critical flasning datails occurs wueM a Met 1esect's a sideviaii. -The roji mLstbre 11.asheu with Step fiasirino. Where the roofti ternimates, watall a kickout to deflect cvaloS away from trie siding, If is best to install a self - adleripg rne-nbcane on the vvpalbefDre the sulafascia and trmi boads are nailed in place, and ther, come back to install the kickout. Figure 11, Kickout Flashing To prevent water frorn cl,iripinr behi-id tine Siding and the end of the roof irseisedlion 1 a i a `Idicao,jt" as repred by. IRC code R903283., flashing shall be a nim, of 4" high and 4" wide. " jarnes Ha,-,'e recommends 1,1te kckvut be an, glelU bets,lean 100' - 0' to m-,xim2e ,vater deflection Figure 11 14 PNEUMATIC FASTENING Janri lHL i p-s ifdie n10,11CIS can be hanC nailed a, fastened Willia pnEinnatic, tocti. Pneurnaluc fas'ening is hictily recornniended. Se a", pTeasilre so ilia, the fasteneis d6ven snug vvi'li ',he surlace or the s clinj A flish rriour,i arachmeni on the prieumacc lonl is recommended. T ne; ,vi'l fieli) Golit01 the epll`, the nzl: is set- tingi tne nak deptr p,oves drficuli, choose a se"Jino liciat inde, dnices th-- nal! under dr,Mll nails snug ooln a smooth laced na-prriter - Does no apply or a I i stlo n 1, tc, s t-e 11 r; i a m t n c HS', '436 - P2/3 8,113 NNUMM Fo, dasresults is. a, - miss[ ),+ I e,- I C Jo I saeI! a I,, cemp IV r I o wiltii A, S! tc C920 Goid e NIS, 1 c a,, 2b or mghe, o, Latex Join' SeaWit comnlying vvt!,, A v I NP, 1..'-4 Caulkhg,,`_S, FaIant must be applied In accxdance with the caulking ',1sea;am instructions, Note:OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulK 5ai heacis wheri using ColoPiuspaidls, fefef to the ColorRus much-uo section CUT EDGE TREATMENT PAINTING Caulk, paint of prime all field cut edges, DO NC)'i use slain, oillalkyd base paint, or powder coating on Jan,,Ies Hatdie" Produc,,:s, Jarnes Hardie prodlucls Jannes Hardie louc,nl- up kits are req,jired Wait be painted within 111 801 days for jonnied product anid 90 says for unprinnei, 100% ac.Tviic, topcoats ace 10 touch-ip ColorPlus products, econnmended, Do riot pain, kvhen vVet For aloplicatio- rated !efer to ;:lant rllesiufacix ers s pel-ifloations. Back -rolli,rla is recorrinnended if tl siding is sp, type. COLORPLUS`,` TECHNOLOGY CAULKING, TOUCH- UP & LAMINATE Care should be taken , smen handling and cutting James Hardie',RD ColorPlus&, products. During installation use a wet soft clofln orsofL bush to gently wrbe off any residue or co,siruction dust Ieti on the product, then rinse with a garden Hose. Touch up nicks, scrapes and pull heads using the ColorPlus" Technology touch-up applicator. Touch up should be used spanoP, V I If large areas requiretouch-up, eplace, the damaged died with ne i Hard iePane F" siding with Color-PILis Technology, minate sheer must be rernoved inirnedialely afterinstallation of eadh course. Terminate non-facto-y cul edges into thin where possible, and caulk. Color matched cal are avallaNe fmi-n your Colorl"IuseprodJor dealer, 1,eat all other non- factOry CLA edges using the -,-olorPl,;s rechrrology edge coaters, available from your C"lor-Plus product dealer, Note: James Hardie does nch warrant the usage of thitcl party touch-up or paints used as touch-up on Jinnes Horde Colorialus oroducts. P, obiems Mlh a peal once or perroi-marroe a"sing fliom use of Third party tou&- up paims or pai,,trs used as IOLrch-up that are not James 1 'ardie touch-up, will no! be covered uncer Vie James Hla,die ColorPlus Limited FlInish VV!a,,ranV- Trie following o,,ttlines the recommended applications for ColorPlus and Primed naners. Net all designs will be suitable for every application: gi lor the , ecommerided applcurio for CoPlusparts! products xposed fasteners or bave:,,s isiUII-, I I Do 1101 Use 10111ctrap over faste- ier heacs for- 1-n,1oTLh ColorPlus pioducts - prhnied Panel iecomll -Hended a For Cn,[DrPlus P-Pnel applications 'L!hat reaw'ire fasteriers in tile fielo, it is aoceWable to use touc-lip cveriastene s -,a, Cedarmill arf,' Stucco Pane! i I I t fasteners, Trim is reco'R-,ended to cover Gill}, but correct touch-up acplicalionisarlporantSomeColorsmayshowtouch-up when applied ovei joints when, appropriate, PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY fl! en repainting ColorPlus ip,,oducts, iames Hardie reCOMmends 'lie fo!loviing regarding sur1lace p;epamtion end fiopcoat appliUation, Ensure the surface is clean, dry, and free of any dust, adirt, or iflildevv Relp.iimipo is lormally not necessary 100% acr,Ylic tcooats are reconni-nended DO NOT use stain. oil/alkyd base pain', or powder costing on Jannes Hardie" Products Apply finish coat il, accordance vvith paint mianUfacturers written ins,ruction's rer 2 1jaming cover . age, apphEadon melhot, and application to ,rnpsrat[,e in -Oalc li :h s Bl-: hz,: arpl(, vert""' a, scl-lt) 1, t,,:or,-can a,FOremF_L, ll V. :pedi d t e `0)6,26 m 2 inrealhi -,ra! i-,ta' Slle,""oo,- In, 0,te-am Dw ilklgs a;a` t:i , 200 2X19, & D!, lc_: -, Zamo 1: , d'dtekalzo , i, 11 bti C,!, of N, ';4K2 oax, Ort, 1! tz9 Dao- rn NC/- Nc, 02 729,02,1 s DD: ol kufl laaie,lalz Roka p 26-- Texj,, 1,bDwrlrcns,' InsuTa!%-, FITM,ic,E' 21-4, CO c' rieu,,, YcrMEA22-9,W, ana C iliinrilo, es, Wum,'1_1 flu rlatljr, irt 31 tlrAt.+ fia _apir,.an,' ns C 2alcie Buidina P")au Al Jolts, reservea, N', SRI anF i% a, d 34 Jamcis HalaieT,cnrlala." Ann::Ein r;,' i- a I i ep t erVe d '*irinT1ios,a, m Virnin'is are zcmi:at)le at JamesHardie r, (), jam,r riarci,e T:ecno;aq' W VI? 61 , is M e &I a I a I s. I c M H F ' 2 3 6 - P 3 !3 6, ", 3 MAW ATTAMT-DADE COUNTY PRODUCTCOYrRoi, SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADINIn'ISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) WNN"A"Irliatiridad MOv/-01nolllll James Hardie Building Prodtict, Inc. 10901 Elni AN,enue Fontana, CA 92337 SCOPE,' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in -areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ shay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, RTER reserves the right to revoke this acceptance, if it is determined by Miarni-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. A hisproduct is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane, ZOTIC. DESCRIPITON: " Hardie", "Cern" and "Prevail" Planlus and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT- Drawing No, PNL, PLK & SOFF, titled "Hardiellanel, CemPanel, Prevail Panel; Hardielliank, CemPlank Prevail Lap Siding; I JardieSoffit, CeiuSoffit Pane]; Installation Details Wood/ Metal Stud Construction", sheets .1 flu-ough 12 of 12, dated 04/24/2013, prepared by the manufact- urer, signed and scaled by, Ronald T. Ogawa, P.E., hearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance M1111bef and expiration date by the Mituni-Dade County Product Control Section, MISSILL IMPACT RATING: Large and Small Missile Impact Resistant LA- BELING: A permanent label with the manufacturer's narrie or logo, Plant City, Florida, and the following statements: "ASTJM C I I 86'rype A colnpliant" and "Mianni-Dade County Product. Control Approved" is to be located on each siding plank or panel and per FBC 1710,92 and 1710.9.3 on soffit RE, NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no clianoe in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other Purposes Shall automatically tern nmatethis NO.A, Failure to comply Nvith any section of this NOA shall be cause for termination and removal ofNOA. At)VERTISENUNT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration (late may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A ropy of this entire NOA shifli be providc&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. 71 ThisNOA revises NOA H 13-0311.07 and consists of this page I and evidence page, E-1, as well as approval document inei-itioned above. The submitted documentation Nvas re-vieNvcd by Carlos M. Uftera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval -Date: April 9, 2015 157 Pa Tarries Hardie BuildiLng g Products JnL. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAIVINGS "Subinifted under IVOA # 13-031L 07" 1 a Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CeniPariel, Prevail Panel HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CernSoffit PaDel,- Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, sip-icd and sealed by Ronald I. 0gawa, P.E. B. TESTS ",5ubyniffed under NOA il 13-031L 07" 1e Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, '-YAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardicPanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with -revision I dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. N im Is 0 Submitted under AVA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4, ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. CALCULA,nONS 1. None. QUALITY ASSUTRASCE 1. Miami -Dade Depailment of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. STATENI-ENTS 1. Statement letter of code confoi-niance to the 5"' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos Al. Uti-era, P.E. Product Control Examiner NOA No, 15-0122,04 Expiraf ion Date: Mail 1, 2017 Apprm,al Date: April 9,2015 E - I M LENGTH Stud Spacing at 16' 0-C. Nails at 16' 0C. (tY`P,) 3/ 8" linimum Edge Distance Sheathing fastener, as described in Note I Panel fastener, as described in Note 2 HardiePanel, Cernpanel, Prevail Panel Siding Waier- resistive barrier per Florida Building Code Section 1404. 2 L5/ 8" thick 15 ply APA rated plywood sheathing fastened in accardance with Florida Building Code Ser-ton 2322.3 2" X 4" S-P-F Wood SWds The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAILA 5 18- tlick 15 ply APA rated Plywood sheatNng in accodanoe with Florida Building Code Sa-diOR 23223 W* E r-resistive barrer per Florida Building Code Sec on 1404.2 Z X 4- --,-P-F Wood Studs l- i ieRanei, Cernpanel, Prevail par el Siding Zr' WL& RODUCDprevaij( D Panel Siding materials are nonasbe- stos fiber -cement POduC15 tested in accordance with ASTM C 1186 Grade It, Type A and meebng the requirements of the Florida Building Code. PANEL DIMENSIONS Thickness DESIGN- FRESSURE-BATIN-q installation Design Pressure Wood Studs -76 psf impact Resistant — Planks installed over 5/8" thick/ 5 PIY APA rated plywood sheathing All ; r4;taj1abon shall be done in conformance with this Notice of Acceptance, the manufacturer's installationrecommendations, and the applicable sections of the Florida Building Code- WoodstudswhereHardiePanel, Cempanel, Prevail Panel Siding VAII be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsOf this N. OA sheathing shall be attached to the studs in Note1] 5/8, thick 15 ply APA rated plywood accordance with Florida Building Code Section 2322.3. rated plywood sheathing supPortec Thesidingpanelsshallbeinstalledover5/8' thick 15 ply APA byaminimurnof2"X4" S-P-F wood studs spaced 3 maximum of 16" C-C, ENote21Thesidingpanelfastenershallbea2' long, O.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 51' O.C. at panel edges andintermediatestuds; the fasteners shall be dnjen th, ough the 5/8" thick 15 ply APA rated piywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof:3X" and a minimum clearance of 2" from ocrners. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONST RUCTION James Hardie Building ProduotS, Inc- 10901 Elm Avenue 5ontana, CA 92,337 hone-: — 909-356-6300 uFax 909-427=-0634 A JtZ. 1/2. = V-0. Creator: E, Gonzales SCALE PNL- pLX-SOFF 1 1 Date: 4/2412013 SFIEET I OF 12 Fastener Spacing per Florida 16,00in, Building Code Section 2322,3 7- Framing pmmrr XL-VMFD Fastener Spacing per Florida Sheathing Building Code Section 2322.3 G' as conWaying wi-lb the FkwiN f kOdiM C'Kir Nil,) SIAT10 By Prodr, Control 8/ 0NAt FRAMING NOMINAL 2" X 4'S-P-*F WOOD STUDS 16" O,C, FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH3-1/2' 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) ffi BOTTOM CONNECTION) THEWALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE' 00-1 H THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322-3 P- LAIDDIM James Hardie Suflding Products, Inc. ME PANEL IS FASTENED WITH 2' LONG, 0.223" HEAD 10901 Elm Avenue DIAMETER (). C92" SHANK DIAMETER CORROSION RESISTANT SIDING NAJLS, PLACE NAILS 6" O,C- AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-4&300 size 5SCM NO -6 1—NO Fax 909-427-0634 A PNL-PLK--SOFF Creator E. Gonzales ISCALE V = 1'-3' Date: 4124/2013 SHSET 2 OF 12 EET V,ALL LENGTH --- Stud Spacing at 16" OC, B with 06 Fkvift a, gzOam*im,-K 07 V ALL iElGHT Cp LJ 3/ 3" MinithUrn No. M SWE 40RI, SEE DETAILA 5/ 8" trick / 5 ply APA rated plywood sheathing fastened to metal studs as described In Note 1 Water - resistive barrier per Florida Building Code Section 14G4-2 209a, 3-5/8" X 1-5/8" Metal C-stud PROD- U.CTjDES-qRPTiqK H, 3,diepaneje, CernpaneM, & PtevailS Panel Siding materials are non2sbestos fiber - moment products tested in a= rdanoe with AsTrul C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL D%KWSLQMS ild- th- Length Thickness 4! 8,9,10' 5/161, DESIGN PRESSURE ING RAT -- Installation Design Pressure Metal Studs -104 psf ONAI Impact Resistant - HaMi, P,nel, Panel installed over 518" thick 15 ply SF= 03JQIN-$=B cernpanell APA rated plywood sheathing Prevail Panel Distance NaUS at 6" O.C. (typ) Siding Sheathing fastener, as described in Note I Panel fastener, as described in Note 2 HardiePanel( D Siding Walter - resistive barrier per Florida Building Code Section 1404. 2 5/ 8" thick 15 ply APA rated plywood sheathing fastened to metal studs as deso`bed in Note 1, 20ga, 3-518" X 1-5/81, Metal C-stud The vvali and soffit frames are to be designed, by the Architect or Engineer of Record 17 compliance % iAth the Florida Building Code. tj& j3QIEjz&NjEL qFmE&WLeSEYA(L.-RAd9EL SIDI ' NG Ili - STALL ' ATION - DETA - I - LS All installation shall be done in oonformance with this Notice of Acceptance, the manufacturer's installation recommendat cns, and the applicable sections of the Florida Building Code, Metal studs where HardiePanet,.Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineeir or Arc nitect per the Florida Building Code and the requirements of this N. 00te 1] 5f5" thick 15 ply APA ,A. rated plywood sheathing shall be attached to metal studs at 6"00 Nat panel edges and all inten-nediate supports using a No.8-18, 0,315" head diameter X 1-1/4' long bugle head screw The siding panels shall be Installed over 5IF'thick 15 ply APA rated plywood sheathing supported by a minimum 209a, Nominal ,3-518` X 1-518" Metal C-studs, spaced a maximum of 16" O. C. I Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/ long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" OC, at pane! -edges and intermediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" 0,C, Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. 6,00in. cm yjvs wo% the Flo pwitfios co& - , By EEL_,FVII NOMINAL 20 GAUGE 3NG -513" X 1-5/8" STEEL STUDS 16" O,C- FASTENED ,%ITH 5/8',IVAFER HEAD S'-REWS (2 PER TOP AND 50TToki CONNECTION} rT-:IE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPUANCE WITH THE FLORIDA BUILDING CODE NOWNAL 5/8" THiCK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A 18,0315"HEAD DIAMETER X LONG BUGLE HEAD SCREV P4ApQINGTHEPANEL IS FASTENED WITH NO, 8-18, 0,315"HEAD DIAMETER X 1 -5/8' LONG CORROSION RESISTANT RIZED BUGLE HEAD SCREWS (SCREW SHALL HLAVE AT LEAST 3 FULL THREADS FEW-7-f-RATING THE METAL FRAMIN- PLACE SCREjqs 61, 0,C, AT PANEL EDGES AND INTERMEDIATE STUDS Framing Sheathing II 440 S16 121 SATE OF 40 m SIO N M- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PRONASIONS FOR THESE LOADS) LENG71,i SEE DETAL A T27,; `, 518, thick 15 ply APA Sheathing fastener, as described in Note I Siding fastener, as described in Note 2 per Florida Building Code Section 1404,2 L 5/8" th';C'K;c ply APA rated plywood sheathing fastened in accordance vij'h Florida Building Code Section 2322,3 1 2" X 4" S-P-F Wood Studs The Nail and soffit frames are to be designed by the A:cnitect or Engineer of Record in CcmolTanc with the Florida Building Code. rated pi od sheathing in amordance VAth Florida BIA!Jing Code PRO DUqTJ RE C RIPT QN, HardiePlankO, CernplankO, & prevaill_@ Plank L-ap Siding materials are nonasbestos fiber -cement products tested 'M accordance 'Mth ASTIR C1 186 Grade it, Type A and meeting the requirements of the Florida Building Code. Section 23213 PANE LDJ ' ME ' NSIQNS ' V\Jater_re sistive 'Aridth Length Thickness barrier Per Florida :59-112- 12' 5/16" Building Code Section 14042 DESIGN PRESSURE RLTING X 4' S-P-F installation Design Pressure Wood SWds Wood Studs -92 psf Lap Siding impact Resistant - Planks installed over 5/8" thick 15 ply 1_1I4" tall x, 5/ ,3" APA rated plywood sheathing thick Starter strip 4 1!z A!L A 1 0 -T -QT All installation shall be done in conformance with this Notice of Acceptance, the ManLt1ctJreesinstallationrecornmendations, and the -applicable sections of the Florida Building Code, Wood studs where HardlePlank, CemplanK Prevail Lap Siding Wil be installed shall be desioneed by anEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsofthisKOANote1]5/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3, of the %-all Wth 1-1/4 widePlanksshallbeappliedhorizontallycommencingfromthebottomcourse laps at the top of the plank such that the exposure area of each plank is :., 8-1/4" vertically- Note 21 The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092!'shank diameter, I; The siding is fastened-s B-114" O.C. vertically and 161, 0,C, horizontally; corrosion -resistant siding nathrough 518" thick / 5 ply APA rated plywood sheathing, fasteners fastenersaredrivenintooverlappingplar' ntowoodstuds' are placed approximately 3/4 from the bottom edge of the edintheoverlappingareavertical joints shall be placed over studs. APA rated pywood sheathing supported by a IliePlanksshallbeinstalledover5/8" thick 15 ply A minimum of 2"X4" S_p_F vlood studs spaced a max.Imurn of 16" 0,C, Fasteners shall have a minimum edge distance of 3187, HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD ST UD CONSTRUCTION James Hardie Building Products, inc, 1() 901 Elm Avenue Fontana, CA 92337 hone: 909-356-3300 SIZE FSCAA NO FV 909-427_0634 A Creator-. E. Gonzales S(V-L7_ 1/2" = 1,-0" ov NO PNL- PLK-SCOFF Date: 4/2412013 sHEE7 5 OF 12 Fastener Spacing per Florida Building Code Se-, on 2322.3 n-757r, ERkmV IN -ci ® NOMINAL T'X 4" S-P-F WOOD STUDS 16" O. FASTENED V,,ITH. 3-1/2" 16d COMMON NAILS (2 PER TOP AJND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S EAPHLMQ NOMINAL 518!'THICK 15 PLY ARA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 qLADDINIQ FLANKS OVERLAP 1-114' THE EXPOSURE IS S'&- 114" THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0223" HEAD 13LAMETER, 0,092" SHANK DIAMETER, CORROSION RESISTAINT SIDING NAILS, PLACED 3/4- UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOt" NmEm 21 STATE OFa14 P-Z-tcoa NA FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) am Stead Spaccing at 16" 0.0. T ------- — ------ nis C06,4=6 with it v F30wide Y V SEE PRODUD CT ESPI3PT dni_ - -kg - - 0 '_ j_ QN D ETAI L A Ha lePlan, CemplankG, and 5[8' thick 15 ply APA Pre%410 Plank Lap Siding materials led plywood are nonasbestos fiber -cement ra 4athing fastened products tested in accordance with ASTM C1 186 Grade 11, Type A and to rnetal studs as meeting the requirements of the d—criedinNoteIFloridaBuilding Code, istive barrier per Florida ?_IAN K-DUMENSIONS. 4 Building Code Width Length Thickness 9 Section 1404.2 _, 9 12' 5/161, 6 IAI Ul' F 1%j ------------ *_ Ij ---- -------- ----------- ------------- YY 3/4' Minimum Edge Distance Nails at 116" C,C, (typ,) ZET)IKIL Sheathing fastener, as described in Note 1 PRVbUCF REVISED sy A, Siding fastener, as described in Note 2 HardiePiank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404. 2 518" thick 15 ply APA rated pl,rwood sheathing fastened to metal studs as described in Noto 1 toga, 3- 5/8" x 1 -5/8" DESIGN PRESSURE RATING Metal C- Stud Installation Design Pressure Ha,diePlaok, Metal Studs -92 psf oernplank, Prevail Lap Siding Impact Resistant - 1-1 / 4' tall X 5,11 6' Planks installed over 5/3" thick / 5 ply B-B trick Starter strip APA rated plywood sheathing lARQI EPLA N K_qEN1PLAtkK_EELEW All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, CemplanK Prevail Lap Siding will be installed shall be designed by an Erigirev or Architect per the Florida Building Code and the requirements of this MCI.A_ Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6`oc at panel edges and all intermediate supports using a No,8-18, 0.315" head cr,,ameterx 1-1/4' long bugle head screvt Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at tie lop of the plank such that the exposure area of each plank is < 8-114" vertically. lNote 21 The siding fastener shall be a minimum No. 8-18, 0,315' head diameter X 2-1/4' long* bugle head screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" tNck / 5 Ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of tie overlapping plank. Vertical ' icints shall be placed over studs. planks The anksshallbe installed over 5/8" thick / 5 ply APA rated plywood sheafning supported by a minimum 20ga, Nominal 3-5/8" X 1-5/81, Metal C-studs spaced a maximum of 16' O-C. Fastenersshallhave a minimum edge distance of 3/8", HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 X 1-5/ 8" metal C-stud FSCM NO O'Aa No REV uga, , Phone: 909- 356-5300 SIZE 4 110 I The wall andsoffitfrarnesaretobedesignedFax909-427-0634 :Aj PNL-PLK-SOFF by the Architect or agineer c f P ecofd in -Creator. E. Gonzales SCALE 1,2 - - Date: 412412013 SHEET 7 OF 12 compliance with the Florida Building Code. acoin. , 15 in. OC----Pl i 6,00imOC 0-75'l as complyixm widt the Fkwi& pml&" CO& A*wv"m2m NO- BY NOMINAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" O,C, FASTENED WITH 5,18" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLL*ICE WITH THE FLORIDA BUILDING CODE 75 H EA-THJ N-q NOMINAL 5/8" THICK / 5 PLY APIA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6"OC AT,PANEL EDGES AND ALL INTEPMEDIAT—t SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X I- J/4'LONG BUGLE HEAD SCREW ZLAqQtNQ PLANKS OVER 1-114' THE EXPOSURE IS s 8- 114" THE PLANKS ARE FASTENED WITH NO, 8-18, 0.31 5" HEAD DLAjMETrR X 2-1/4' LONG CORROSION - RESISTANT RIeBE:D BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENT TRAT'ING THE METAL FR-JOING), PLACED 3/4" UP FROM THE BOTT OM EDGE OF THE PLANK AT EACH STUD LOCATION NEE= low IBM= FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) I E HEtGH_ LENGTH Stud Spacing at 16" O,C, SEE 1'g_Qo NO DETAJL A HardieSoffitS & Cemsoffit-T-) Materials are nonasbestos fibercementproducts testedin accordancewith ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 2 " X 4" S -P-F Width Length Thickness Wood Studs 4' 8' 1/4:' HardieSoffii, Installation Design Pressure A-' Cernsoffit Wood Studs -70 psf E3,4--- J i PRODUCT RMSM Nails at 4" O.C. (t/p,)MeEm-Cr REVISM - --Oyi-e -ith die Fkgi& 318" Minimum Edge Distance 0 aooysW wi* *& Fk" Bum* CO& BaDdims CO& AomptnrK D Nc,13-e-'3 11-141— NO By 1y cmftV4 Soffit fastener, as described in Note I HardieSoffit, Cemsoffit j Minimum 2" X 4" S-P-F Wood Studs The tA— ail and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code, 6 A N 0. 4 21 STATE 0 HARDI S E _QEELT _qFM5_QEEjj_eAI9ELjNST LLA-TIONDETA-I.LS. All , installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Flo ida Building Code, 11,Jood studs where HardieSoffit, Cemsoffit v4I be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum Z"X4" S-P-F wood studs spaced a maximum of 16" O.C. LNote 11 The soffit fastener shall be a 2' long, 0.223" head diameter, 0,092" shank diameter, corrosion resistant siding nail-, the fasteners shall be spaced at 4" O_C, at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O'.C. Fasteners shall have a minimum edge distance of 313" and a Mi'Mmum clearance of 2" from corners. Fax 909-427-0634 Creator, E. Gonzales 0 HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION FSOM, NO James Hardie Building Products, Inc. 10001 Elm Avenue Fontana, CA,92337 DIMINO REV PNL-PLK- SOFF Date: 4/24/2013 ISHEET 9 OF 12 4OOi!_ PRobv" REvL%m cuaWkM vn* *,t FlIM& as cDw*yw g wah dw Fkn" 9036" coft co& m m j PWAW# cravoll ByRy Pro&xl Couval E"-ILG NON11NAL 2" X 4" S-P-F WOCID STUDS le" O,C, FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE101ALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE THE SOFF1 T 13 FASTENEOWTH 2" LONG, 0.223" HEAD DIAMETER, 0,092" SHANK DIAMETER, CORROSION PESISTANIT SIDING NAILS, PLACE NAILS 4!'O.C. AT PANEL EDGES AND INTERMEDIATE STUDS jjj fffll QGA No121 S7ATE OF 6AAAO FORM AL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THis APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 1 -------------- — ------- ------ 77 ----------- — - WALL E -:lGHT j--- E3 -4-1 Nails at 6" O.C. (tyP-) 3/8" Minimum Edge Distance HardieSofflt, Cemsoffit 20ga, Z-5/8" X 1-5/8" Mletal C-stud Tne wall and soffit -I'Tames are to be designed by the Architect or Engineer of Pecord in compliance vvith the Florida Building Code. LENGITH-- Stud Spacing at 16" C-C. IJt. F- 20ga, 3-518"X 1-513" Metal C-stud Hard"IeSoffifT & CemsOffll * m3t4-"1i@Is are nonasdestosflber-cement products tested in accordance wttl) ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code, Width Length Thickness 4' 3' % 11 RATI M Q Cernsoffit Installation Design Pressure Metal Studs -55,gqf Gq PRCMCT REVI[SED PRODUCT REVWkD ?is C0r*YiVg with die Filorift 0. as "moyjm% vft *t Fiorift Building Co& DMI&V Coft Ac=p4arKv No 121 STATEOF RION PIVA L QE A QS RjkEIJNI;31LL LTLQN T IAll instailation shall be done in conformance with this Notice of A, pt M h facturer's installation recommendations, and the applicable sections of the Florida Building Code. fietal studs where HardieSoffit, Cemsoffit iMil be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metal C-studs spaced a maymum of WO.C. Note 13 The soffit fastener shall be a minimum No. 8-18, 0,315" head diameter X 1-1/4' long* ribbed bugle head screw (* or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O,C. at panel edges and inte7mediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum dearam,--- of 2" from HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM Creator-, E. Gonzales ISoALS' 1/2" = V-0" Mr, No REV PNL- PLK-SOF'7 Date: 4/24/2013 si-iir%-WT I I OF 12 Cladding Framing MODUCT REVISED owdic TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWTH6/3"WAFER HEAD SCREINS (2 PER NOT PAR T OF THIS APPROVAL (MUST PROVIDEALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONN5,CTION) THE11VALL AND SOFFIT FPAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD INI COMPLIANCE NTH THE FLORIDA BUILDING CODE HARDIESOFFIT, CEMSOFFIT PANFL qI7% jZQING ETAL STUD CONSTRUCTION THESOFFITISFASTENED !J1,11TH, NO, 8-18,0315" HEAD INSTALLATION DETAILS M DIAMETER X 1-1/4'LONG CORROSION RESISTANT RIBBED BUGLE HEAD SI—REWS (SCRE,,`- SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" OC, AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337 STUDS Florida Building Code Online Page I of 2 V V" 'f 10 BCIS Home y Log 1n Use, fteglsVagion Hot Topics Submit S.'chaae Stats & Fact., Publications FBC Staff FOS Site Map Links Search Product Approvaldb-p r USER: Nbirz Use, Ca iLL21A —ti '1-11Q--, g,fVo S > 'L AppI i t a. Detail FL m FL12194-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/PhoneJErnajl 5001 West Knox Street Tampa, FL, 33634 8131 249-974 3 grahman@aluminLimcoilsinc.coni Authorized Signature Gareth Rahman Qral)manC(,',al(imiri,,jriicoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@alumiTiLirncoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 106/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence rL cz c5 -r-1—L A, I I 'I Fval,e:or 14 F 74 Referenced Standard and Year (of Standard) at—aRoard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code y ?la—r 1986 bttp:/',/NA,tN-NN%,floridabuildiii(-,.or(,/"Pr/pr_app dtl.aspx"para,m=NN-CiEVXQNN-tDquk24AL',C'/()'-?fE.,. 9/7/2 0 17 Florida. Building Code Online Page 2 of 2 Product Approval Method Method 1 Option C Cate Submitted 06/14,/2017 Date Validated 06/314/2017 Cate Pending FBC Approval 06/i9/2017 Cate Approved 08/08/2017 Date Revised 09/06,/2017 FL St Model, Number or Name 12194.1 Alulnunurn Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes E Impact Resistant: N/A Design pressure: +80/-90 Other: See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions Pr _ 4 v E i r e 20_1_ fB. Q4 T45 r tc FihAt df_ Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports F G4 RS kP v!..C7s001,22 cv2.Iuaton_ P,or[ 201 —_C a r Sn*s Fiti, _Zavf Created by Independent Third Party: Yes E3®ek Next F4...3'3LfGq Rhone: Re -4os7-: The Slate of qorida IS an FiA'EEO empiaYer.,gpy„,„cyh*`7of Fii :: ariv- Sr t m St :: ay„®ih Iity_S'aE m nL nqs,m UnderFlorida law, email addressee are pub4c records. If yet; an not want you, e-mall address releaser in re->poone tc a pablic-records request, as not send electronic mail to this entity. Instead, contact the office by phone or cry traditional mall. If yot; have any questions, please contaC 850-4e7_1395. "Pursuant £a Section 4S5.275(1}, Florida Statutes, effective Octabe 3, 2C7?, licensees licensed under Cha-pier 455, F.S. must prowde the '.Fepae[ment with a n ennatt address if hey have one. The emaiis provided may be used for official communication w-tth the rcensee. Howes=er ennail addresses are public record_ 11 you Gp not ivish to supply a personal a--',ress, please provicle the 6epartrvent with an ema; address which can be made available tp the puplic. To determine if you are a licensee ;.order Chapter 455, FS., please tick hert. Product Approval Accepts: Ire di, word Safe http= lry ,N,-N-.il oi-i dabuil dine. orb;'priPr_app_dtl. aspx?Lamm=wCEVXQu-tDduk? 4AUC%2l-E... 911722 0 17 100i111000i, W"'1491-g-lial", I , TECHNICAL SERVICES., LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC, 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Mlllll Certificate of authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BuILDING CODE 5TH EDITION (2014) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5,1, 1710.9.4 Wind Resistance Issued June 6, 20, 7 Entity Report o Standard Year Certified Testing Laboratories (TST1577) CTLA 1847VV AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076VV AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LiMITATIONS 1. This report is riot for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4, 3. Soffits shall be labeled in accordance with FBC Section 1710.9,2 and 1710.9.3. 4, 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 FBC compliant installation detail shall prevail, 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2, 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements, 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001,2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, a-~/0 ALUMINUM COILS, m_0.n Soffits TECHNICAL SERVICES. LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0,016-inohth|ck. 3105 H'14 aluminum F-channel, See Appendix Dfor dimension drawings. 3/8"J~Cbanne| Preformed nominal D.O16-indhthick, 3l05H'14aluminum J-ohanmel. See Appendix Dfor dimension drawings. Fascia Preformed nominal 0,U1S-inchthick, 31O5H-14aluminum fascia. See Appendix Dfor dimension drawings, 16`Q4Soffit Preformed nominal 0.O185-inohthick, 3105 H-14 aluminum soffit panels provided in 15- inoh sections. The reported net free ventilation areas are 22.3 |n^/Un.ftfor the 'full vent' configuration and 11 1 in2/| in,ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings, a"My—l"T 12"T4Soffit Preformednominal 0,0135- indn 1hioh, 3105 M-14 aluminum aoffit anes provided in 12' inch sections, The U net free ventilation areas are 12.5 in 8in.ft for the 'h/|| vent' configuration and 42 in^/|in.ft for the 'center vent` configuration. See Appendix D for dimension drawings. E R EL-1- T 2ff1- L This evaluationreportis 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 one nor specifically addressed herein, CREEK TECHNICAL SERVICES. LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'r' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. 2017.06.06 No 74021 15:48:16 04'00' 7:33 STATE OF m4'J Z 0 A, 0 R Zachary R. Priest, P.E. 4 Florida Registration No. 74021 N A Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R, Priest, P.E. does no, have. nor will acquire. a financial interest in any other entity involved in the approval process of the product. 1) APPENDIX A— Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001 . 2 FL1 2194-R5 Page 3 of 3 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 chances or quality assurance chances 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 APPROVED SYSTEMS ALUMINUM COILS. INC Soffits 23MMM The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1710.9.4. 2. Refer to LimITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c,) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, T Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b, 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c, 16" 04 Soffit — 16-inch o.c. Fastener Fastener Location Location ALC 15001 .2_ -- — ---- -_ — ----- __ - ----- FL12194 Page _1 of 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 eVakiation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 77 C R E E K TECHN11CAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Location F Fastener Location Fastener Location Approved Systems for 12-inch overhang with F-Channel ALUMINUM COILS. INC Soffits ass Wall Connection Eave Connection System Panel MDP No, Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch dead dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min, 1 3/4-inch long x 12F-1 Max. Wood min. 1.25-inch embedment spaced Wood crovii staple spaced 16-inch 0. 072-inch dia. min.3/16- xnin40 O 16- inch24-inch o.c. o.c. inch head dia. trim nail spaced 36-inch o.c. Three ( 3) min, 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4 -inch long x 12F- 2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0, 072-inch dia. x min. 1/4-inch 48 16- inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64,2 inch O.C. One ( 1) min 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long x 12F- 3 Max Masonry One (1) 14 ga. 5/8-inch long T nail Wood crocrownsld 8-inch tapespaceco'c' 0.072-inch dia, x rT)jn. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 I inch o. c. ALC15001.2 FL12194- R5 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKAi'iTECHNICAL SERViCES, LLC Approved Systems for 12-inch overhang with J-Channel S, INC Soffits ALUMINUM COILAppendix A Wall Connection Eave Connection System Panel FMDP No. Width W Substrate F- Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4- One ( 1) rnin, #8 x 1/2-inch inch x 1/4-inch crown One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x Max. 12J- 1 Wood long x 3/8-inch head diameter staplesindiamondWood 1/4-inch crown staple 0. 072-inch dia. x min, 1/4-inch 48 16- inch screw spaced 16-inch o.c. pattern spaced 24- spaced 8-inch o.c. head dia, trip nail spaced 48- 64,2 connecting soffit to J-channel inchocI I inch o.c. Wall Connection Eave Connection System Panel MDP No. Width psf Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1 .75-inch x 16F- 1 Max, Masonry One ( 1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0. 072-inch diameter finishing nail with min. 3/16- 513 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One { 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0. 072-inch diameter 16F- 2 12- inch Wood inch leg staples in diamond pattern Wood 4- inch o.c. and securing each finishing nail vath min, 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12- inch o.c. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F- 3 Max. Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0,072 inch dia. x min. 25. 6 16- inch inch o.c. o.c. 3/ 16-inch tread dia. trim nail spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min, 1 3/4-inch long 16F- 4 Max, Wood crown staples in diamond pattern Wood One ( 1) min 314-inch x 1/4-inch x 0.072-inch dia, x min. 1/4- 27 16- inch spaced 24-inch o.c, crown staple spaced 8-inch o.c. inch head dia. trip nail 361 I spaced 48-inch o.c. ALC 15001 .2 FL12194-R5 rage 3 of 8 This evaluation report is provided for State of Florida product approval tinder Rule 61G20-3, I he 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1,75-inch x Max. 16F-5 Masonry One (1) 14 go. 5/8-inch long T nail 1-inch leg staple spaced 4-inchWood 0.072-inch diameter finishing nail with min, 3/16- 41316-inch spaced 8-inch o.c- o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1 -inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail xvith min. 3/16- 43,3 spaced 16-inch o.c. lap inch head spaced I 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel System Panel Wall Connection Eave Connection MDP No. Width psf]l Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment lyax. Three (3) min. 3/4-inch x 1/4-inch One (1) rnin 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.516J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 1 min. 1/4-inch head dia. trip 31 A spaced 24-inch o.c. 1 nail spaced 48-inch o.c. AtC15001,2_ FL12194-R5 Page 4 of 8 This evaluation raped 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. COIL S, INCCREEKSoffits TECHNICAL SERVICE.5, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pst Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No 2 SYP staple spaced Three (3) 18 go, 1 /4- anchored toh 12-inch o.c. securing One (1) 18 gaw . 1/4- One (1) inin. 1.75-inch x Max, Iinc -i crown x 1-inch rafter voth one each panel lap inch crcox 1-inch 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2-25- Wood leg staple spaced 8- finishing nail with min, 801-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch O.C. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0 ' 072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail vAth min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One ( 1) min, 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max, inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood ltaple spaced 8- egsfinishing nail with min. 766 roofing nail spaced 1) 7d x 2.25- One (1) min, 1.75-inch inh co. c. 3/16-inch head spaced 16-inch O. C. inch ring shank x 0,072-inch diameter 12-inch O.C. nail 24-inch o.c. finishing nail with min, 3/16-inch head spaced 4-inch o. c. One (1) 18 ga.1/4-inch crown x 1- inch leg Nominal lx2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max One (1) 14 ga, 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12- inch Masonry inch long T nail rafter Win one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch rind shank x 0.072-inch diameter 12-inch o.c, nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced I 4-inch o.c. I I ALC15001.2 FL12194- R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TEC HNICAL SFRVICv -ES. LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 go, 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one 16-inch o.c, securing inch crovm x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail WP) min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga,1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min, 1 .5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1-75-inch x Max, inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter vAth one each panel lap Wood leg staple spaced 8- finishing nail with min, 80/-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1,75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0,072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. ALC15001+2 FL12194-R5 Page 6 of 8 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 precinct 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 Approved Systems for 24-inch overhang with F-Channel ALUMINUM COILS, INC Soffits Appendix A Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) rnin. 1 . 75-inch x Max One (1) 14 go. 5/8- anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail vAth min. +80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail vAth min. 3/16-inch head spaced ALC15001-2 FL12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval Linder 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. ALUMINUM COILS, INCCREEKSoffits TECHNCAL SERVICES. LLC Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection Systern Panel MDP No. Width Pso Batten J- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one ( 1) min, 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No. 2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to go. 1/4-inch crownthrough the rafter seCUring each panel One (1) 18 ga. '/,,- One ( 1) min. 1.75-inch Max, rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24, J-1 12- inch 1) min. 2,25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min.±60 inch x 7d ring pattern spaced 16- min, 2,25-inch x ?d One (1) rnin. 1.75- 8- inch o.c. 3/ 16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24- inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24- inch o.c, . Norninal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one ( 1) min. 2,25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga.Y- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min, 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J- 2 16- inch 1) min, 2.25- staples in diamond batten or two (2) lap Wood 8- inch 0 c. and finishing nail Wth min. ±513 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank nails fee- One (1) min. 1.75- lap 16- inch o.c. 24- inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. ALC15001. 2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under RUIe 6IG20-3. 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. ALUMINUM COILS, INCCREEKSoffitsA— TE(-,HNICAL SF-RVICES, LLC Appendix B INSTALLATION Note - Refer to APPPOVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations ALC 15001.2 FL12194-R5 Page I of 12 This evaluation report is provided for State of Florida product approval Linder 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. ALUMINUM COILS, INCCREEKSoffits TE(,HNICAL SERVICES. LLC Appendix B System No. Installation Detail OPEN RAFTER 1 3/0' STKTUSao_LVM OFFIT STAPLEAP _1 3 I IAMQNQ PATTERN 3/4- );(Sl/ 4' _j CRQW STAPLES IDETAILUUSING A DIAMOND 3/6' DETIVUH I PATTERN FACIA BOARD STAPUS / FASCIA CAP 12F- 2 3 R S 4 ' 1 0 " Y ST N`V APATTERN3/4' X 1/4" CROWN 1-3/4- TRIM NAJL FACIA BOARD 1- 3/4' TRIM. NAIL PAINTED "B" ON CENTERPAINTEDS,5, LF' CHANNEL CM4BEPAINTEDS.S. 48' --FASCIA CAP INSTALLED WITH THED.C. NAIUNG FLANGE UP OR 3/4' X 1/4' 0OWI9 CROWN STAPLE SOFFIT-rlix - 1x_ I'c7ll SPA" WOOD SOFFIT SUBSTRATE SQFF1T&_ _EAU8 DETAIL A.i_ C15flfl1. 2 FL-1-2194-R5 Page 2 of 12 This evaluation report is provided for State of Florida product approval Linder Role 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 lus TECHNICAL SERVICES, LLC System No. I Installation Detail 11IM11111 N11111111123M 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN U i e J—CHANNEL 1-3/4- TRIM NAIL with C' 1 #8 X PAINTED S.S. 45' 112' x 3/8 " 11-Id O.C. diAmeter Ectew, SOFFIT —max. 12-itich span ALUMINUM COILS, INC Soffits WMEMMM SOFFIT STAPLE JAMOND PATB Ri FACIA BOARD VETVrEml tDETAIL ti - ten— STAPLES ASCIA CAP 3/4- X 1/4- CROWN STAPLE '8' ON CENTER 1-3/4- TRIM, NAIL PAINTED S.S. 9MB FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA Q ETAI L ALC15001 2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval Linder 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. ALUMINUM COILS, INCCREEKSoffits TE(.,HNICAL SERVICES. LLC Appendix B ALC 15001 .2 FL12194-R5 Page 4 of 12 This evaluation report is provided for State of Florida product approval under RLJ1e 651G20-3. 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. ALUMINUM COILS, INCCREEKSoffits lou'A TECHNICAL SERVICES. LLC Appendix B A[ C 15001 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval Linder 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. ra CREEK rn TECI-fNICAL SERVICES, LLC 3/4" X 1/4' -, CROWN STAPLES USING A 0"OND PATTERN F" CH04NEL C04 BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4' TRIM NAJLJ PAINTED S.S. 48" Q.C. ALUMINUM COILS, INC Soffits Mr RETWEN OPEN R97ER STAPLES -SOFFITSTAI-LE I - - DIAMONDPATTERN I'DETAIL FACLA 80APD STAPLES vffiffila 3/4- X 1 /4- CROWN STAPLE 'S' ON CENTER SOFFIT- MaY - 1 6 - i 11 11 S 1)111a IN= SOFFIT & FASCIA DETAIL ALC1 5001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. iwACREEKTECHNICA11- SERVICES, LLC System No. I Installation Detail I'Y4- ST USW6 A D! PASTERN; REI 16F-2 & SOFFIT I 16F-6 DIAM040 PA I" CHAN! wSUBSfpt ALUMINUM COILS, INC Soffits I J" TR;M NA1 FASC A BOARD PAUNTEU S.S. S \'rSOFnT FASC A CAP I"q- CROWN STAPLE HNEREMN ASCIA BOARD SOFFIT & FASCIA DETAIL ASTIA CAP; REFER 0 SDFFIT Ar FASCIA iETArL OFFIT; MAX, 16" PAN SOFFIT STAPLE DIAMOND PATTERN ALC15001,2 1`1-121-94-R5 Page 7 of 12 This evaluation report is provided for State of Florida product approval tinder Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product change"; 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. TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A 0"OND PATTERN M INARROEOM 1-3/4- TRIM NAJLJ RANTED S,S, 48' OC snTo'—pna-x. 1'-Inch span ALUMINUM COILS, INC Soffits NEEMM 3118, rvt" I STAMESwSOFFIT STAPLE DIAMOND PAIIF RN iL FACIA BOARD KTWECN 2ET-A STARSS FASCIA CAP 3/4- X 1/4" CROWN STAPLE '8" ON CENTER 1-3/4' TRIM NAIL PAINTEO S. S. Rim 5 DETAIL 0131MM FASCIA CAP 3/4- X 1/4- CROWN STAPLE ALC15001.2 F - L12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval tinder Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for ohijch 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 System No. I Installation Detail I-q- (9f) STAPI US NG A DIAMC PATTERN; REFER SOFFIT SIM MAMNO PATTI OFT Mgt= ml ALUMINUM COILS, INC Soffits Apoendix B I I- T;D"I NAIL FASCIA HARD PA94TED 5.5. FA-,(IA CAP SOFFIT ; 1-0- CROWN STAPLE BOARD SOFFIT & FASCIA DETAIL CAC; REFER fIT & FASCIA 3/8) F SOFFIT STAPLE DIAMOND PATTERN ALC 15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval Linder Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which ibis 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, re'ACREEKTECHNICALSERVICES, LLC F—systern No installation Detail 1-j- SMOOTH SHANK ROOF MMLS END]= WOU SUPSTPATE ALUMINUM COILS, INC Soffits Appendix B I I" TMM NAIL FAIMA BOARD PANTED S5, ROWN STAPLE FAVIA BOARD SOFFIT & FASCIA DETAIL FASCIA (AP, REFER TO SOFFIT I FASUA OF r AIL ALC15001.2 FL12194-R5 Page 10 of 12 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, of other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 24F-3 & 24F-6 146A J' T-NAU F 'CHIANNI't m3m ALUMINUM COILS, INC Soffits Appendix B I J- TRIM NAlt- FASCIA BOARD FAINTER S 5, FASCIA (AP SCIFFCT li V,4' CROWN STAPLE FASCIA BOARD SOFFIT & FASCIA DETAIL FASCIA CAP; qFF1P TO SOFFIT & FASCIA DETAk ALC-1 5001 .2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3, 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 TECHNICALSERVICES. LLC System No. I Installation Detail 24J-1 & 24J-2 1"'4- "ROW?4 STAPLES USINO A M A MEND PATTERN, REFER TO SCIF F if STAPLE DIAMOND PATTFRN DETAk WOOD SUBSTRATE 11" TRIM NAIL PAMIED S'S' No inal 1' 1 2" SYP "Re,,s sc a beo brwezr"P"'3 '—d rr' " red .,Ih 1) 7d "lq r- l@d II n rd,' I—mrd,' Ihe 'arler mto 111,, A,"j oft ne b,,Ne' n' W' 12) 7" f' sI sharr" n'115 toe "4'Sed 0" p0,,,, e,de rf The bgfl-n a1 the tn "', ALUMINUM COILS, INC Soffits Apoendix B I J- TRIM NAIL i AS,A BOARD FAMTED S.S. 1 /1" X il t,,,— I, ASC A CAP, CANT) LEVEREP, ' FROWN STAPLE RAFTER SOFFIT & FASCIA DETAIL l— PASUA CAP, REFER TO SOFFIT 3, FAS0A CE SOFFIT; MAX, 24- SOFFIT STAPLE DIAMOND PATTERN ALC 15001 . 2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits 13 The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC, 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC, 3, Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft- 4. All Calculations are based on an effective wind area of 1 O_ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis, 6. Wind directionality factor, Kd = 0.85 7. Vjt is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. H. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional, 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC 15001.2 FL12194-R5 Page 1 of 4 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, of other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits FECHNICAL SERVlCES. LLC Appendix C Desion Wind Pressures for Soffits in Exposure 8 Mean Basic Wind Soeed (ml Building Zone RooffsType 12:0 1 30 140 150 160 170 180 190 200 20 16 9 ----- 19.8 22.9 26.3 370.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22,9 26.3 030O 318 37.9 42.2 46,8 30 16.9 19,8 22,9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21 .5 24.9 28.6 i 32.5 36,7 41.2 45.9 50.8 50 19.5 22 9 26.5 30 5 34.7 39,1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative t-------73274Loads) 20 27 283 5 37.0 41.7 46.8 52,11 5T8 25 20.8 28.3 32.5 37.0 41 ,7 46.8 52.1 57,8 30 20,8 1 24.4 28.3 32.5 37,0 41.7 46.8 52.1 57,8 40 22.6 26.5 30.7 353 40,1 45.3 50.8 56.13 627 50 241 282 32.8 37.6 42.8 48.3 54.1 603 66,8 60 25.3 29.6 34.4 39.5 44.9 50,7 56,8 63.3 70.1 20 10.8 12,7-----14-7-- 16,9 19.2 ---21.7 243 271 30.0 25 10.8 12.7 14.7 169 19.2 21.7 243 27.1 30.0 30 10,8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 1-6 0-- 1-8.-3--- 20,8---- 215 26.4 29.4 32.5 50 12 5 14.7 17.0 19.5 22 2 25.1 28,1 31.3 34L7 Enclosed 60 131 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36,4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 243 27.1 30.0 25 10.8 12,7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10 8 12.7 14.7 16.9 19,2 21,7 24.3 27.1 30.0 5 40 11.7 13.8 16,0 18.3 20 8 23.5 26.4 29.4 32,5 50 12.5 14.7 17.0 19,5 2 2. 2 251 28.1 31.3 34.7 60 131 15.4 17.8 20.5 23.3 26.3 29,5 32.9 36.4 ALC15001, 2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECH N] C ALSERVIC, Fs. LLC Apoendix C Building Mean r o 6BasicWind8 eed In h Type Zone Roof 120 130 140 150 160 170 180 190 200Heihtft 20tjft 0 121.7 25A5 29.5_____ 3 8318__ 338.5 43.5 48 7 75---76043 2 25 22,6 2-6.6- 3-0,8--- 35.4 40.2 45.4 _ 50, _ 9 56.7 62.8 30 23.6 27.7 321 36.9 41.9 47,3 531 59,1 65.5 4 40 25.0 29A 34,1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41,0 46,6 52.6 59.0 65 8 72.9 Enclosed 60 27.2 31,9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 3-7 7- 767,0760Loads) 20 26.7 31,4 64 41 8 47.5 53.7 2 -- 3 25 27.9 32.8 38.0 43.6 49.6 56,0 62.8 70.0 77,6 30 29.1 34,2 39.6 45.5 51.8 58A 65.5 710 80.9 5 40 ---30.9 36.3 42,1- 48,3 54.9 62,0 69.5 77.5 85,8 50 ---32A 38.0 44.1 50.6 57.6 65.0 72.9- 81,2 89.9 60 33.6 39.4 45,7 52.5 59.7 67.4 75.5 84,2 93.2 20 119 16.3 18,9 7 24,7-- 27,9 31,2 34.8 38.5 25 14.5 17,0 19,7 21 22.6 25.8 29.1 32.6 36.3 403 30 151 17.7 20 6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16,018,8 21.8 25.1 285 32.2 36.1 40,2 44.5 50 16,8 l 2-2.9--26.3 29.9 33.7 3T8 42.1 46.7 Enclosed 60 17.4 9. 7 20, 5 23,7 27,2 31.0 35.0 39,2 43,7 48A Positive Loads) 20 13.9 16.3- 18.9 21.7 24 7 27.9 31.2 34.8 38.5 25 14. 5 17,0 19.7 22.6 25.8 29.1 32.6 36,3 40.3 30 1 17,7 20.6 23.6 26.9 30.3 34.0 37,9 42.0 5 15. 40 16. 0 1 8. 8- 21 -8 25.1 28,5 32.2 36.1 40.2------,--- 44,5 50 16, 8 19.7 22.9 26.3 29,9 317 37.8 42.1 46.7 ALC15001.2 FI12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval Linder 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 Design Wind Pressures for Soffits in Exposure D ALUMINUM COILS, INC Soffits Building Type Zone Mean Roof ht ft____ 120 130 140 Basic ind S eed 9m, 150 160 h 170 180 190 200 20 26.0 30 5 35.4 40.6 46,2 52.2 58.5 65.2 72.2 25 27.0 31 6 36.7 42.1 47.9 541 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 IQ49.6 56.0 628 70.0 77,5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 359 41 .6 47.8 543 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 4Z9 49.3 56.1 613 70.9 79.0 1 -87.6 Negative Loads) 20 32,1 37.7 43.7 50.1 57.0 64A 722 804 891 25 33- 3 39.1 453 52.0 59.2 66.8 74.9 83.4 92.4 30 34. 5 40.4 46.9 518 61.3 69,2 77.5 86.4 95.7 5 4- 0-- 36.2-425 49.3 56.6 64.4 72.7 81.5 90.9 1 - 00.7 50 3T7 443 51.4 58.9 671 75.7 84.9 94.6 104.8 60 38, 9 45.7 53.0 60.8 69,2 78.1 8T6 9T6 108.1 20 1& 7 19.5 22.7 26.0 29,6 33.4 37.5 41.7 46.3 25 173 1 20.3 23.5 27.0 30.7 34.7 38.9 433 48,0 30 17,- 9-- 21.0-- 24:3-27,9 31.8 35.9 40,2 44,8 49.7 4 40 i 8 8 2-2: -1, 2-5.6 2-9.4- 33.4- 37.8 42.3 47.2 52.2 50 19. 6 23.0 26,7 30,6 34,8 39.3 44.1 49.1 54.4 Enclosed 60 20. 2 23,7 27.5 31.6 35.9 40.5 45.4 50.6 561 Positive Loads) 20 16,7 19.5 22.7 26,0 29.6 33.4 37.5 41.7 46.3 25 17. 3 20.3 23.5 27,0 30.7 347 38.9 43.3 48.0 30 17. 9 21.0 4. 3 g3 27. 9 31.8 35.9 40.2 44.8 49.7 5 40 1& 8 221 25.6 29 .4 33.4 37.8 42.3 47.2 52.2 50 19. 6 210 26.7 30.6 34.8 39.3 44.1 49.1 54.4 1 60 20.2 23.7 27,5 31,6 35-9 AL-C- 1 Ft12194-R5 Page 4 of 4 This evaluation report is provided for State 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 3/8" F-Channel 3/8" 3/4" 1/8" HEM 1 S/8'* 3/4" T 1: P- v I E w 3/8- PROFIrF LS0mF'TP'1C VIEW 3 /V TWR E ALUMINUM COILS, INC Soffits ZRIMMM ALC 15001.2 FL12194-R5 Page 1 of 4 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. Jhrs evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK u TECHNICAI.- SERVICES. LLC 7/8" 1/8" HEM M H ALUMINUM COILS, INC Soffits OTTIMMM ALC150.01.2 FL12194-R5 Page 2 of 4 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 wfirch 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. 1A" CREEK TECHNICAL SERVICES, LLC WWOTWITITHr, 12_ 7,9 711 ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval Linder 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. V'5iM C R E E K ey TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/81, -- ET 3 1/8" 7/8" 3 1/81, LL6L5/16" 1/2" \l / 2 12" Vr 112" _1 L-2 81 ' 3j/4- J/ 1/81, Y 1 1/81, :_ ' 13.7S" BLANK T/8- -PROFILE END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State 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, Florida Building Code Online Page i of 3 1 S a.,n k.d. 1.a at s nA 3xl, l i 1 u p t &nYi,`4'v YrW4 BCJS Home 40g' ,n '. User Repistratloc Hot Topics Submit saecharge '. Stats & Fads Publications F[sc Staff ; ECIS Ste Mai- Links Search b;` Product Approvalc;A LISM Rubhc Use, IeiiLc ' ' c 'e,,oI st > Application Detail Flo 1 4 i ti * 1Z 1; FL .*. FL7006-R9 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/E-mail 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 TKO Tnclustries, Ltd 40 Hansen Road South Brampton, NON -US LEW 3H4 708)496-2800 Ext200 rmetz001 @tampabay. rr. cam Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-52 61 rmetz001@tanipabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd, Wilmington, DE 19808 717) 579-6706 don,shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received ta odd ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Ypar 2009 2009 2008 2007 harp:tlu-wNA,'.floridabuildin g.org'pr/pr_app_dtl.aspx?paraiii=-,,,rCIF;V1Q«-tDgse7m YBd-'b3K6... 9`71)017 Florida Buildina Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summar of Products FL # Model, Number or Names Description 17006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AIR manufactured at 1KO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont, plants I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F-7020- R 9 CAC_ - vljLgn::'tc m Approved for use outside HVHZ: Yes ? 0 -1 S _'Cof Impact Resistant: N/A Design Pressure; N/A 15,pif Other: P Letter - AS, E 106 lett&E 5 3 5_ Old' Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions 0 -2—'Ll. 1 K t 1 3 - 0L2 1 -L C __j_ instnic-'(1 n s t-r cB Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 i Hip and Ridge 12 Cap fiberglass This is a i 2" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, On and Brampton, Ontario ILMits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I Approved for use outside HVHZ: Yes 2- 5 t d" Impact Resistant: N/A 6 - R C F'A,Lette, - ASMI d-,-52jeir1Le- - S, 6 Design Pressure: N/A 5— lic, Other: ', S7 I E 0 8 1 e e: 5 3 TVQuality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions 9 1 1 cl "! P, H c2, I aTPoeCa g ShnlA e'ista!l..ab...or n Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party; 1 7006.3 Leading Edge Plus Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip Asphalt the bottom of a roof system manufactured in Brampton and I Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes R9 CAC r`` ette[ d3` 4,1 4-1 Approved for use outside HVHZ: Yes "015 piqf, FL70 LE-9 2!c,t 5 6 ImpactResistant: N/A Design Pressure: NIA Other: ASTiv " 1 03S letter 5 1 Quality Assurance Contract Expiration Date 12/ 31/2020 i Installation Instructions F L 'C Instalt 1sir uct,onto! F9C of 17,00, pc, n U Verified By: Dric T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 17006.4 Marathon 25 AR, CRC Superglass v tab fibs mass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, 1-lawkesbury Ont., Tot -onto, Ont.; Sy1acauga1 AL and Kanakakee, IL plants http:/'/,AAN',v, flor1dabu1l ding p dtl.aspx"parani=NN,GEVXQ( N-t]Dqse7iii'Bd2b'K6... 9,17/2017 Florida Building Code Online Page 3 of Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate 7QC i C4L l re11 A 5 l C,1C i R C._. A4. _Fh et !:... -_AS JU E?..n8 (rt. r ..................... 15 .ladf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions 0 Rc i tk i? Est Verified By: Duc T Nauyen 65034 Created by Independent Third party: No Evaluation Reports Created by Independent Third Party: flack Next ont r, ::. 11 n Read Tal e y. +2399 PED is 4.7E54 The State of Florida is an AA/EEO employer. C 70D'-2P7,n State Of Flo 1pa .: n, QNAf: to ,emen :: SCessiblph Statement :: Refund St ,t, mgnt Under Florida law. email addresses are public records. If you do not want your e-mat; address released in response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or bg Uadltloua7 malt. If you ha,,e any coeshonS, please contact 650.4£,7. a395.-PuFsnant to Section 455275t1}, Florida Statutes, effective October 2, 2012, licensees licensed under Chapter 455, F.S, Must provide the Department with a.n email addres If they have one. The emails provided may be used for eldcial communication with the licensee, however email addresses are public record, If you do pet wish to supply a persona: address, please provide the Department with an email address which can be made available to the pubkc. To determine if yo,, are a licensee under Chapter455, F.S., pleaae disk jy r _. Product Approval Accepts: w. a ei >z Card Safe http:,' r'\,\1N-`N .floridabuildin(,.or4,'pr`pr app dd.aspx :'pare m=,,NrGE \''XQ A tDgse-/,iii `Bd2b3K6,.. 9,`7 2017 FPJw,wzz KO|ndushiea. Ltd 1ZOHay Rd. Wilmington, DE1D8OQ UNIMBENOM PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions incompliance the 2O14Florida Building Code. This review was completed based on the receipt of following evidence from |KD Industries, Ltd: 1) |KO Shingle Application Instructions —8-Tab Shingles EN-8Tab_App| ns_8AGXEFS-2O12-11_n onna ed2013'O2-nevO7/13-F|uhde) 2) |KD Laminated Shingles Application Instructions EN-Lamina0ad_App| na_8TTEFS-2012-04_reformatted2013'02-nsvO7/13-F|orida) 3) |KOHip and Ridge 12Application Instructions EN-HipandRidge12_3HRTri'2O13-O8_ reformatted 2O13-O8) 4) |KO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_ reformatted2013'03) 5) ASTK4 D3161 Test Report ( FM Approvals Project No 3040847) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code, |nthe event the instructions conflict, these instructions shall govern. StatemenLgf Independence: PR|Construction Materials Technologies and/or DuoT.Nguyen, FLP_E_donot have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: i0ned P,E,Number: ma034 Date: April 30, 2015 Date: Attachments-, A) IKOShingle Application Instructions 3- Tab B) |KD Laminated Shingles Application Instructions C)| KDHip and Ridge 12Application Instructions D)| KOLeading Edge Plus Application Instructions 1xo'133-02* 1 Pm O si7u-tior, wmmill,recnnoi= e ILO 6,00aige,, DriVe raMn `_s3,m ny813-621-577 paxmz62-H,m +"d malecatsiestin'l ml, con, *ebSm.mrpxmm.pn,,m/,com m} Installation Instructions for Asphalt Shingles Page 2mu NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE, IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to2O14FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4^ per foot down to 2" per foot. use 2 layers of undedayment conforming to building code requinamento, the first sheet overlapping the eave protection by 19". followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4^ per foot or greeter, cover the deck with one ply of under|oymen1|aidpaeUe|1otheeaveo.vvith2''horizonta||epaand4''end|apo, Apply metal drip edges ontop of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11cx12gauge, with ut leas 3/8diameha heads, long enough \ openetrate through plywood or3/4'into boards. Use 4nails per shingle placed S-1A8'above the butt edge, approx. 1^ and 13^from each end and 1/2"above each cutout. Drive nails straight sothat nail head io flush with, but not cutting into shingle surface. NAILING ONSTEEP SLOPES: For steep slopes of21^per foot (6O')ormore, use Gnails per shingle placed aashown below. Ensure that nonail is within 2''ofa]oinUou1outofthe underlying shingle- Seal down each ahing|osddmeofapp|icakonwiththnye1^diemehar(sppnox,sizeandthioknemsofaquarter)apotsofmapheV plastic cement placed under the shingle 2^above the bottom edge and equally spaced along the shingle. Apply p|oodo cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles mhoU have maximum average exposure nf5- S/8". Iffiffilffimm SEAJMG STRIP Al LS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI conshjction Materials. recywmaies.uc64naaage,Drive rmmpa, FL 33610 rm.81,-ao-57n mxma-621 5840 e-mw/materialsiesting@p.ri,,,n.com '*c0S;tem=/iivww rnlcrn Cry xm Installation Instructions for Asphalt Shingles Page ao,n ROOF DECK: Solidly sheathed and fastened deck conforming to2O14FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is eao than 4^ per foot down to 2" per foot, use layers of undedayment conforming to building code requinamenta.thefirstahee|over|eppingtheemveproteotionby18^.fo||mwedbyfuU3G''vvidthuover|eppinQ eeuhpnaoedingooumeby1Q^urotherApAnovedundar|eymenteinaoourdancewiththequa|ifiedappUoetion instructions. For areas where the roof slope is 4" per foot or gnaater, cover the deck with one ply of under|ayment|aidpana||e|1otheeaveo.vvith2"hohzonta||opsand4^end\aps. Apply metal drip edges ontop of any underlay along rake edges and directly tuthe deck along eaves in accordance with building coda requirements, NAILING: Use galvanized (zinc coated) roofing nails, 11or12gauge, with ot leas 3X8'diameter heads, long enough topenetrate through plywood or3/4'into boards, Use 4nails per shingle placed |nthe nail line 7-3/6 below the top edge, approx. 1^and 13''infrom each end. Drive nails straight sothat nail head iaflush with, but not cutting into shingle surface. NAILING DNSTEEP SLOPES: For steep slopes of 21 " per foot (60") or more, use 6 nails per shingle placed aashown below. Ensure that nonail iswithin 2^ ofajoint/cutout ofthe underlying shingle. Seal down each shingle attime ofapplication with three 1''diameter (eppnox.size and thickness ofequarter) spots ofasphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have amaximum average exposure of5-7YD^ weLINs- nTEs SLOPES AppucAnom NAIL LINE 0 PROPER APPLICATION eeoumsoruA7 THE mxumpemsrnxrsaor*THE ovsnuw AND UNDERLAY pmanomuoprxsmoas IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge NOTE: IN CONJUCTION WITH PUBLISHED CODE. APPLICATION INSTRUCTIONS AND THE APPLICABLE CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1f8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing)- Bend each piece over the hip or ridge, and nail 5 5f8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 118" (130 mm). apply hip pieces starting at the lower end of the hip. working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end_ Note: To obtain a three-dimensional effect. (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement. and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. A' .®" T&-ERCUT Ri 0,onvu Sion Materials L1u. 54 , 2 Etaciaer Drive Tampa ,. 3-1e ' e.- 813 6<" _ - ` Fax e-maiWecSite nttp l wNn pri mt.cam m} Installation Instructions for Asphalt Shingles Page sofs IKO Leading Edge Plus Application Instructions ASTM D3161, Class IF — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE, IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1 Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required- 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one ofthe separated shingles 3Q303 xS503 (1OOOmmx188mm) and remove approximately 20''(500 mm) Install this shingle on the lower left corner ofthe roof deok, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves byanomino|1/ 4^(Smm)minimum,Fastentheshing|ekzthenoofdeckwbhnai|o|ocated3''to4^(75 mmto1OOmm) from the eaveedge and 1''(25mm) infrom each end, 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof, The shingle should overhang the rake edge byanominal 1/4^( 8mm) minimum. Fasten the shingle tothe roof deck with fasteners located 3''io4^(75mmto1OOmm) from the rake edge and 1''(25mm) infrom each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck, NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8(Qmm) diameter heads, long enough topenetrate through plywood or3/4''( 2O mm) into boards, Use nails per shingle placed 3"to4" (75 mm to 100 mm) from the aaveedge and approximately 1^and 13^(25mmand 33Omm) infrom each end. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent tothe eaves, The shingles mhou|doverhangthenakeedgeandeaveobyanomina| 1/4''(8mm)minimum,Fastontheshing|euto thanoufdeckwbhnai|e|ooated3''tm4''(75mmto1OOmm)fromtheeawaedQe.4nei|spershing|e. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. ectind,O)ies, LLD 6 o Drive Tampa 33-1uIe m-57-7-; Fax wmail WebSile xom Florida Buildina Code Online Page I of'2 c", E, KIS biome Log In User keg!staLlor Not 7op,cs Subml', Surcharge $tats & Facts P'blicaoons F5-_ Staff BCI$ alto Map links Search Product Approvaldb" r USER: nook User I Apphtmn Detail g" FL FL2346-RS Application Type Affirma! ' lot) Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Add ress/Phone/Emad 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarnorRoofing. net Authorized Sionature Steven Crew Steven Cq,,Wa rri o rRoofi ng. net Technical Representative Steven Crew Address/ Phone/Ernail 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofiiig. net Quality Assurance Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 S 1teven@WarrvrRoofi ng, net Category Roofing Subcategory Underlayments Compliance Method —lest Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date 10/05/2019 Validated By 3eSLis Gonzalez, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence _FL234_CR5 d, f Referenced Standard and Year (of Standard) an A r dAY-qD- ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By o' 1 affirm that there are no chances in the new Florida Building Code which affect my PlodUCt(S) and mN, products; are in compliance with the new Florida Building Cocie, http: pr/ pr alp dtl.aspx"pai-aiii=xN,GEVXQN,,-tDqtOc8bnSknRps9... 9; 1 7` 20 17 Florida Building Code OnlineZ71 false 2 of 2 Docunnentatron from approved Evaluation or Validation Entity Yes No , N/A Product Approval Method Date Submitted Date Validated Date pending FBC Approval Date ,Approved I FL # Model Number or Name 12346,1 #15 and r30 roofing felt Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other; Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 i 15w and 30w roofing felt Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering Should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Method I Option B 02/13,12015 02/13/2015 02/19/2015 Description ASTM D 226 Tested Installation Instructions Verified BY: PRI Construction Materials Technologies, LLC Test Reports FL2 -y4 , PLf! 5A Lff FL234DJZI TR ,O ELep t, L -pli ASTM D 4869 Tested Installation Instructions F. 1 21 4_6_ Rc "I J, a a IS rs cirlons Lf Verified By: PRI Construction Materials —echnoloares, _LC Test Reports FL2346 P5 TR 151% -Test p. R r FL2:46 R5 TR 30e, pb,r_,j)f 1, 111 Kid s a, 'ZIS11,g U _ oQ-4 11 4 ,J_ _ Z"9 1_ _ The State of Florida is an AA1EE0 employe, Se -t Ett®r l -Zdao_d_ Under Florida law, email addresses are public records. 11 y.,, do not evart yo., e-mad address released In response to a publ-recorcs request, do not send ecvol, c mall to thr, mruf,, linsteac, contact [he office by prone or by r-ailoo,al mail. If you have any questions, cleave contact 850 487.1395 "Pursoam% to Clior, 455, 275; Florida Statutes, effective 0—one, 1, 2C12, lcle'se.lr hcil ,ender tiIbapter 455, FS, mulc pi irvic the Depa ri-rem .:In all, small address If tnet have one. The emads rn-o,ded lay be used for official commi-iroatc, with the licensee. However email addresses are Pupil', record. if you dc, not wish to supply a personal adoress. please provide the Department with al, email address which can be made available to the pulplc. To determine if you are a licensee ender Chapter 455, `.S_ please chick here Product Approval Accepts: TIM 7,L 9-1 http:, ", N-NA-«-,floridabuildiii or(Opr/pr app dtl.aspx?paraiii=NN-GE-\'XQNN-tDqtOc8bnSknRps9,,. 91/7/2017 WARRIOR,g, ROOFING -XIANUFACTURING P. O. BOX 40185 * TUSCALOOKAL 35404 a PHONE (205) 553-1734 * FAX (205) 553-1755 193 LEROY ANDERSON ROAD * MDNROE, GA 30695 * PHONE (770) 207-0695 ® FAX (770) 207-0775 323 DEVELOPMENT AVENUE a CHAMBERSBURG, PA 17201 * PHONE (717) 709-0323 * FAX (7117) 70MO27 i 1 211, 1 111irris 'Ill, Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course Mo inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt, If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum oftwoinches as you move up the valley to insure-p OP shedding. In the event some wrinkles are created -,Nhile fastening down a course of felt, slice the ATink-les and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY RE -QUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS, I DESCRIPTION AS FURNISHED: Lot 51, WYNDHAM PRESERVE, as recorded in Plot Book 81, Poges 93 thIou,gh 102 of the Public Records of Seminole County, Florido. BOU10ARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys* Title Insurance Fund; Bank of America LOT 37 1 S 89'4 051 " W 4/ LOT 32 3.12 LOT 33 573f' ugh LOT 51 ICZI cz PORUROARD FOUNDATION P" TOF- TOP OF FORM LOT 52 Zo FORM AVERAGE-29.J2 LOT 50 25.20' 25,20' F'-, 412,95* JV 89'40'51 E 60. 00' SETRACKS AS F0,PNiSHED FRONT - 25y-i PEAR 20' SiOE 5, (40, LOT) 7.5' ' 160' LOT) SIPE STREET - 25(W to 75' LOT) RL UF CR 0 USE 1AIVE 15' (40' LOT) PRIVATE ROAD) (R/W VARIES) T) 2,5' FRSNT SETIRACK, CAN IFE REOUCEO TO 20' ON CSRTAJN LOTS. NO WORE THAN Al SUCCESSION AT 20' ANN A MINIMUM PLOT PLAN AREA CALCULATIONS IN SUCCESSION AT 25' FGTAL -t SQUARE P-R)'CSEr - 'INSHEL) SPOT (FWE ELEVATIONS FLATWORK ON/OFF LOT TOTAL * SQUARE FEET FLATWOW ER DRAINAGE PLANS PROPOSF0 DRAINAGE FLOW DRIVE 4OS/ 110- 57J t SQUARE FEET FOUNDATIONIPAD Z090 t SQUARE FEET ISANI S 401300= 340-* SQUARE FEET REAR PAcO 89 SQUARE EST OT GOADING' TYRE 'A" T QD FRONT PORC,4 DFCX f01 t SOUAPt EFT SQUARE FEET P0,PO,3FD FF PER PLANS , 29.3 L4,630;k POOL DECK NIA rESQUARE ET NOTE FRONT4,JI301250 SWWALK AND EFET LOC4VON TAKEN FXOM PLANS PROVIDED BY OUIOIT NOT FICLO ASSOC, INC. - AND S&vRVTY0-/?S 5400 E. COLONOL DR. ORCAVOO, F`L. 32807 (407)-277-,32,32 AX (40 1) F -6549-14,36 Ilk PIPC. AIX RAPErY. I,% —T LG PR SOII`4MQ$ AW M ft= TW 00 Kn0AW M sX" t,O.OZ, W-M O`X WAADVRIS wm AND 44IS90 VAL, ,AS S111vv .1 'AE 1 I.$ 4AS IrI17 nftA,St, IUAN n M O sv' MW N) 1, V 11CRMm MC4LnnV — T a4 WEADWS TENT AFFECT TIAS PROMM Rowwo iAK —,IPIt, I X. i vjVxK W. ITHEA A-M-1 M, W— F II FOR W 01 WMUII WO M AMP S:.VULV — 9C 'an tFi1 t Al OTlf S VAAV.N & w FTN W '51 WRO'+EkENIS W.M. —LI' W, W 0-1 M AA1 S4iCII elS4l1m RIv. AW CIi W -C tIAAN At me W'n X, NdVOtbtt At *,`FRG NnA OF ON#. [RVLm O'vwSE w7p, cHNN UT -E Na kpRGI ILI, I -- CERVnEM $ ti PLOT PLAN 08-16-2017 JSS3 i7 FORA480ARD MRIDAWNIELIUS, 10-13-17 NORTH RIPLOWG" PROPERTY DOES NOT US wfrHN ESTA3L15HCD ? DO WAR f1OX ALINE AS PER ZONE 1' UN' I 12117COOW F (09-20-07" My 0 Application No: Documented Construction Value. $ A Job Address: Historic District: Yes 0 No Residential IN Commercial 1:1 Type ofWork: New AdditionEl Alteration El RepairEl DeEl Change of Use El Move El Description of Work: \ V&N Plan Review Contact Person: Title: Phone: Fax: Email: n VV 'L Property Owner Information Name ow Phone: Street: 6 koek Resident of property? City, State Zip: ) X, Contractor Information Name Phone- LW) 91G2711, P2, Street; tCk Fax: City, State Zip: c State License No,: Arch Itect/Engineer Information Name: Phone - Street: Fax: City, St, Zip: E- mail: Bonding Company: LMMM Mortgage Lender: WARA' ING 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 U,;TEND TO OBTAIN FINANCING, CONSULTWIT11 YOUR LENDER OR AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall he inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30,2015 Permit Application E2 ILK MM: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., QWNEWS —AFFIDAVIT. I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g struct' l"m and zoning. Signature ofOwner/Agent Date Print 0woer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID — Type of ID Si nature of 0ontractor/Agent Date Print Contractor/Agtmt's Name Si nature Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical[] Plumbingo 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: YesEl No El # of Heads APPROVALS: ZONING: UTILITIES - ENGINEERING: FIRE: 30MIEDERM Fire Alarm Permit: Yes D No[] WASTE WATER: U99MEN Revised: June 30, 2015 Pennit Application C 7 77777 7 lox10 FLIT TF lox 101 222 cfn s 6: 18 i C m FBB1 ill' EEIT FLEX I114 CAFE Z S! 31 4- 8x4 PAN tj 43 cfm frn 12 02 A 96 CfM 4 10 v 10x6 12 x 112 12" 4- FOYER FA 7-- 11,46M T I STR 1 T V, 6- DROP 8x4 S4 cfm 8 Q, 1000 C, F1 L HALL1 4- 4 Opp GARAGE 7" 8x4 TT E 9. BTH. BED2 1OX10 71 wow N 4111- 71" 1 5711117=7111 1-07oll - One Stop Cooling and Heating Scale- 1 - 94 Petformed by MC/Rl for: Page 1 Park Square Homes 7225 Sandscove Ct Suite 1 Right-&iteg Ur versad 2017 2334 Blue Grouse Lane Winter Park, RL 32792 17.023 RSLJ16202 Sanford, FIL Phone: (407) 62-9 - 6920 Fax*(407)629-9307 2017-Sep-21 17:36-04 wwwOneSbpCooling.com N Level 2 L E 1 VTR tbK-3--- WIC4 WICC3 8 r 16c 843c 84 1 4- BED4 SR 6- 44. -:; 1 10 L ------- 101 cfm PFRiser 25 cfm 13 8x4 4" BED3 N BTH3 10x10RA 6 12"BYPASS 101 cim 14"DANPER 2N D F R 1L 1 OX6 16"DAWER 1 ST F 12"EF1 VTR 110cf," 11---ZONE DAMPER 12 8xl, 1356 cfm f HALL2 30x18 10X10 10X10 STR2 112 144 cftn 8- GA NE 8 010X10 IOX6 8x4 82 ctr,, db 5 cfm F91444 5 1OX1 EF1 VTR L B2 tA MWIC If148c4 NEED 5 4 cfm 7 REDS 1121 OX6 EF1 VTR A 1 OX6 11 x 82 cfm f. 23 cfm Ax4 fVBTH 37cfmrr66 cl NIHALL Job #-. Lot 051 Wellington A LHG Ensuite Ext.- One Stop Cooling and Heating PerformedbyMC/Rl for: Park Square Homes 7225 Sandscove Ct Su ile 1 2334 Blue Grouse Lane Winter Par, R- 32792 Sanford, R- Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www0neSbpCoo1ing. com to A1141ER 17. 023 RSU 16202 2017- Sep-21 17:36.06 n Ga Revision Permit # 17-2571 City of Sanfo Building & Fire Prevention Divisio Ph: 407.688.5150407.688.51 Email: building@sanfordflgi Subunittal Date 1/24/11 1:1 Building IX Plumbing Revised drgjqgri r d i ra El Life SafetN ROUTING INFORMATION Department Approvals 1: 1 Utilities El Waste Water El Manning El En,-nneering El Fire Prevention El Building lunibung, m w M) Blower Door Test) 11140 jurisdiction: Permit #: -7 12' S job Information Builder: Community: "WC Lot: V kl N 6 6 4 AA, S( Address:" Unit: City: frvv--CState: Q") Zip: 7 ?3 Air Leakage'Test Results Passing results roust be 7ACH(50) or less MO- Qtb—ad-f x 60 2 9 1 Retrieved from architectural plans 0CFM( 50) Building Volume ACH(50) 0 Code software calculated HPASS OFAIL 0 Field measured and calculated When ACH(50) is less than 3, Mechanical Ventilation installation must be verified Certification of Test Results R402. 4,1,2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0,2 inches w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing Company Company Name: 1 i i Fri IBC, Phone:-1 1 5 1 hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402,41.2, Climate Zone 1 and 2. Date of Test: Signature of Tester: — A-L-1Printed Name of Tester: Mike Estrera Lice n se/Certif i cation #: 51 684V Issuing Authority* Duct Leakage Test Report Prescriptive or Performance Method lurisdiction: C Permit#: job Information Builder: Community: j[V 1 1,4 L o t: ti c. sc P V L Address: -,;`3kj # AN Unit: City: sivlc--Ck,6, state: C7L Z I p: ', '2 -7 Duct Leakage Test Results 0 Prescriptive Method Performance Method System 1 Prescriptive Method cfm25 (Total) cfm2S 0 To qualify as "substantially leak free" Qn must be less than or equal System 2 cfm25 to 0.04 if air handier unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03, This testing System 3 cfm25 method meets the requirements in accordance with Section R403.2.2 Sum of any additional systems — ------ cfm25 Performance Method cfm25 (Out or Total) Total of all systems cfm25 To qualify as "substantially leak free" Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2014 C-S Qn Leakage Type selected Total of all Total Conditioned Qn specified on Form systems Square Footage on Form R405-2014 R405-2014 (Energy Colic) Energy Colc) PASS FAI L Testing Company Company Name: _ 15 Li i wears, Inc --Phone: W55L4H-1 5 15 I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Date of Test: —1) 2Z1- d1_2 11-f-L— Signature of Tester: Printed Name of Tester: Mike rera License/Certification #: 5 1 684V Issuing Authority: __AE5Nfj___ CERTIFICATE of ACHIEVEMENT RFI# 51684V SIGNED, Nicholas Barry, RESNET QAD & TRAINER D b,SCRIJ 'TION AS F'URNISLIEl): Lot 51, WYNDHAM PRFSE'RVLI (is recorded in Plot Book 81, Poges 9.3 102 of the Public Records of Seminole County, F-lorido. 13OLINDARY FORICERT11,'JE0 TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' l'itle, Insurance Fund; Bank of America LOT 31 L 0 T 3,? N 63',,Y10- IV, L 0 7' ? 3 IS89040'51 W 0" 3, 12' REC. 2" 1/I.R. NO 1. D T 10. No I.D. REC, 112" LR. REC, 712" 0?, NO LO V- 1 35 68' LOT 51 1 ' 30, 80' Lei AC PAD E] 10, 00' ---_a__.___-_____ __ 70.00' F 3.3' F1373'7-, COWD 1, " 5"" IN BRICK 16 ti TWO STORY QD RESIDENCE F. F,- 29.32' Q) 5. 3, ca 14. 7' moo, COVD - BRICK I , 20. 0' WING 10, 00 WALL I1PRICK WALK 7735,20' 4 ON 25. 20 BRICK OR, 25, 20' 10' UTIL, ON ESME LINE 5' CONC, WALK REC. 1/2L.R. NO I. D. 1107' 50 I SET N& D WALK 4596 N 89040' 5ENDS 1 " E LNM, CKS AS FM UVISHED PONT 25'(-) bt 60. 00' LO' 5' (40' LOT) 7.5' (60' t07) it) (75' 10 1) SIREE,' = 25' (60' & 75' LOT) 1) L Uk,' CAL) ul"U-S"T 11,4_Xf__' 15' (40' LOT) PRIVATE ROAD) (RIW VARIES) 29' FRONT SETHACK GAN HE REDUCED r 0 20' ON CERTAIN LOIS, NO MORE THAN 2) 7N SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS Oi (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,121 1- SQUARE FEfT 0`4OPGISEP 7, FINISHED SPOT GRADE ELEVATION., FLATVVORK ON/OFF LOT TOTAL ± SQUARE FEET I FLATWCRK ORA'NAGE PLANSyG DRIVE 4031110- 51,31 SQUARE FEET FOUNDATION/FAO 2,090 t 50;,ARE Fr_[_ PROPOSED DRAINAGE FLOW WALKS 401300= 340.1- SCVARE FEET REAR PA NO 89 J- SOUAr?L Ff_t' GRADING TYPE "A" FRONT PORCH DECK 101, L 1301 AR[, i I CSC F,F, PER PLANS - 29-3' Soo 4,3801250 - 4,630 1 SQUARE FEET POOL DECK N114 1, SO JARF iiCI INOM FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT NOT Ft I,? SCOTT ASSOC, - LAND 1&- _1jVC- iNY, LEGEND PD1. POINT ON LINE 5400 E E. COLONIAL DR, ORLANDO, rL, 32807 (407)-277-32,32 FAX (407)-668 14,56 LAT FIELD TYR TY-ICAL NOTES: 1,11'r P RF POIN OF REVERSE CURVATUR i iR21N POD PCX, AT HIT OF COMPOUND CURVATURFE FORTH IU/ TH OR104 80,R I 7HE UNDERSIGNEDDOESHERESYCER77FYUPTTHISSURVEYAIEMTHESTANDARDSOFPRACTICESETFORI_ I'LL 1) 0 C H CONCRETE KNUMENT RAM RADJAI, N 472X27, 'A PROFESSIONAL SURVEYORS ANDRAPPERSINCHAPTER5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION FIORIO SIIMf 1, 1/2' IR, 45%, N.IL NON-PAIDA1. 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, 77415 SURVEY NAP OR COPIES ARE NOT VAL,10, q, c RECOVERED WP, WETNESS POINT 3, THIS SURVEY WAS PREPARED FROM FREE INFORMATION FURNISHED TO THE SURWYOR, THERE MAY BE OTHER RESTRICNON5 I'll E PONT OF BE61NMING CALC, CALCO-ATFI) OR EASEMENTS THAT AFFECT THIS PROPERTY, O'c' [10 N OF C0HHvNC(:.cNT r RK PERMAW14T REFERENCE MONVIRNT FF, FINISHED FLHOR ELE.VATION 4, NO UNDERGROUND IMPROVEMENTS RAW, BEEN LOCATE LJ?`RFSS OT RBSSE SHOWN, V HE ENIERLINCNAL Dl, K 9-S.L. BUILDING SETDACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE RENEVIT OF T140SE CFRPF7FO TO AND SOCULD NOT Of, ALLIED UPON By ANY )TY4fP C W)IY RIO- Dr -WAY DBENDMARK LED OTMENSIONS SHOWN FOR DIELOCAT70NOFIMPROVEMENTSHEREONSHOULDNOTBEU TO RECONSTRUCT VOUNDAR) LINLY, DKI a BASE REARING 7. BEARINGS, ARE BASED AVUVEO DATUM AND ON THE LINE SHOWN AS RASE 66ARING (a.,S) RFINAGF 6TI, 0, ELEVATIONS, W SHOWN, ARE a4SV) )N NATIONAL GEODETIC VER71CAL OATUM Of 1909, UN(,fGS OTHERWIFE NORO TY YiAIN LINK FENCE 9, CFRTR7CAH` OF AUR?ORSATION No. 4596, CO BLOC, SCALE I— I- - 20' I MNT OF CURVATUkE POIN I OFTANCTNCY CERPRE, Y I OROEN Na PLOT PLAN 08- 16-2017 1 7 Ne iA FORMBOARD FOONDAIIONIELEVS. 10- 13-17 444b I/ FINAL/E-LEVS. 03-26- 18 l 78_-1 18 NORTH N TH13 BUILDING\PROPERTY DOES NOT UE WITHIN Hj LSrABLTOHEC 100 YEAR OLOOD PLANE AS HER "FIRM" TOM 111 11N EVER, JAMK, R.L.S # 4801TONEMAPI 12117CO090 F ( 09-28-07)