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Home My WebLink About2319 Blue Grouse Ln 17-2547; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION I Application No: Documented Construction Value: S t Job Address: 2319 Blue Grouse Lane, Sanford 32771 (Lot 55) historic District: Yes D No El Parcel ID: Parent 17203150100000010 Residential N CommercialEl Type of Work: New 0 Addition 1-1 AlterationEl Repair El Demo 1:1 Change of Use 1:1 Move El Description of Work: Construction of new Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 —Fax: Email: MmLagn@parks ta r hOc es.O Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Nara. 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 Arch. / MJS Home Designs Arch, 407-629-6711 Name- Eng. / Don Bolden Eng, Phone: Eng. 386-668-7606 Arch,/ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Ena,/ PO Box 530783_Q. Fax: City, St, Zip: E-mail: Bonding Company: Mutirm Mortgage Lender: WARNINGTo ONNNER: YOUR FAILURE TO RECORD A NOTICE OF CONINTENCEMENTMAY RESULT IN YOUR PAVING JAVICE FOR INIPROVEYIENTS TO NOUR PROPERTY. A NOTICE OF COMMENCEMENT Ylt , 'ST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,, CONSULT NNITIJ YOUR LENDER Oil AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. t 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: 5" Edition (2014) Florida Building Codc Revised tune 30. 201Permit Application C 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 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. y4 signature of 0,xnei/Agg t Dat,e Vishaal Gupta Print 0\iier,'A ont'sNanie`\, M t9 7 MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: October 30, 2017 ri,dod Thru Notary Public Underwritrim Signature of(-ontractoi/A n Date V Vishaial Gupta Print Contractor Age rt 4 Name MICHELLE PARKISON My COMMISSION # FF 063452 EXPIRES: October 30, 2017 Bondod Thru NritM Public Undonvrite 4P 6 Date Owner./Agent isV Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID - Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E Electrical Mechanical Plumbing® Gas[] Roof'[] Construction Type: -,IV Z' Occupancy Use: Flood Zone: k-lill- t.-,\ Total Sq Ft of Bldg: t Min. Occupancy Load: k of Stories: New Construction: Electric - # of AmpsI--,,c> Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No 9 of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: - t, ' 'V It FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3(r - ("/,, Fire Alarm Permit: Yes El No WASTE WATER: BUILDING: v-:), l-7- i-7 Revised .tune 30 20 1 5 Permit Application GF, mALoY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & C01711"TROLLER. BK {LIVID F3 48 (11"9s) CLERK'S 2017099681 RECORDED 10/134/2017 02--043'_J Fil RV:' CORDIrIG FEES $10JI0 RECORDED BY hdavore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Addres' s- 52-00 Vineland Road Suit::e:2 000rla ndo, Flo rida3281 ] il mkimillPermit Number: 17-2547 Parcel ID Number: 17-20-31-502-0000-0550 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) I Lot 55 Wyndham Preserve Plat Book 81 / Pages 93-102 2319 Blue Grouse Lane, Sanford FL 32771 Z GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park S Liare Enter rises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes 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: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr, MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Sectior 713. 13(l)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates M to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: WARNING TO OWNER: ANY PAYMENTS MADE, BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. signature of Owne or se , r Owner's or Lessee's signatures. 4Authorized Of art Insof 1;1aariner/Manager) Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's Title/Ofece) State of County of C__ V The foregoing in rument was acknowled! before me this day of by Who Is personally known to me R Name of person making state who has produced Identification 0 type of Identification produced: MICHELLE PARKISON My COMMISSION 4 rr 063452 EXPIRES: October 30, 2017 e .; fz ol' Brindod Thai Notary Public Undorwrilom Notary gnatura COUNTY OF SEMINOLE iMPACT FEE STATEMENT STATEMEN7' NUMBER: 17100006 DATE: Sep -,ember 15, BUILDING APPLICATION #: -'7-10S,)0658 2017 BUiLDTNG PERMIT IRTI'MBER: 1a,-i0000658 2 q / D r'NIT ADDRESS: B-',",-:E GROUSE US 2319 17-20-31-502-0000-05511 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: PRO: SUE: PARCEL: TRACT, FLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: C'WINTER NAME: ADDRESS: APPLICANT NAME: BRTSSON 1NVESTmENTS T LC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801. LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: 177y- SA-NFOR- ii92SPECIALNOTES: OUSE LN LOT 44 SFRBLUEG WYNDAM PRESERVE I --------- I ----------------------- -- 1 ----------- UNIT----- ------ FEE BENEFIT DATE UNIT CALC TOTALTYPE DUEDISTSCHERRATEUlvITSTYPE 11----1 ROAi?S-AP ERIAL,S CO -WIDE ORD Single Family Housa-rg 705.00 1,000 dwl unitROADS'--COLLECTOIhS N//A 705,00 S4nale Family Ho -a ing 00 1,000 dwl u--itfESCUEFIRENs/A 00 LIBRARY CO -WIDE ORI} 10 Sinale Familv H a us 4'"a 54,00 1,000 dwl. ujultScHoots 54,00CO-WqDE ORD Sinale Family Hcus, r 5'000.00 1,000 dwl unitPARKS- c7 ' 5,000,00N/A LAW ENFORCE N A 00 D R-AINAGE N/A 00 AMOUNT DUE 00 5,759,00 STATEMENT yfi RECEIVED BY: -1 SIGNATURE PLEASE PRINT NAME) DATE: IC-)' NOTE TO RECET VING STGNATORY/APPLICANT : FAILURE TO NOTIFY OWNER RED ENSURETIMELYPAYVIE?vT MAY RESULT IN YOUR LIABILITY FOR THE FEE, DISTRT BUTION: 11-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND VANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE,/RESCUE, T IERAPY AND/OR EDUCATIONAL UANCE OF A BUILDING PERMIT. PERSONS A -RE- ALSO ADVISED THAT A-V! RIGHTS OF THE APPLICANT, OR 01WNER, TOAPPEALTHECALCULATIONOFANYCIFTHEABOVEMENTIONEDIMPACTFEESM6STBE 'BY -,T EXERCISED 'LNGA WRITTEN REQUEST WITHIN 45 CALEU5AR IGNATURE DAYS OFTHERECEIVINGDATEABOVE, BUT NOT LATER THAN CERIFICATE OFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUS'r MEET'THE REQUIREMENTS OF THE CO=Y !,AND DEVELOPMENT CODE. COP OF RULES GOVERNINGAPPRESMAYBEPICKEDUP, OR REQUESTED, AN IMPLEMENTATION OFFICE: FROM THE PT-1101EASTFIRSTSTREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SiV-qFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 321771 RYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF T14IS STATEMENT. S STATEMENT IS 1\ 70 LONGER VALID IF A BUTT PERMIT IS NOT*** TSS'\'.jEB WT IN60CALENDARDAYSOFTHERECE-111ING-SIGNATURIE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST, CALL 407-665-7356. CITY OF SANFORD ZUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: —LI-Cca-15 —L11 Documented Construction Value: $ 103,000,00 Job Address: 2319 Blue Grouse Lane, Sanford 32771 (Lot 55)- Historic District: Yes [I No Parcel ID: Parent 17203150100000010 Residential N Commercial Type of Work: New 0 ,addition El Alteration 11 Repair El DemoE:1 Change ofUse [I MoveE] Description of Work: Construction of new sin Plan Review Contact Person: Michelle Parkison Phone: 407-529-3135 Fax: Title: Permitting Manager um I'll 35=111501 Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Contractor Information Nam, Park Square Homes/ Vishaal Gupta phone: 407-529-3000 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/ Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng, Phone: Eng. 386-668-7606 Street: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 EDg,/ P0 Box 530783 Reba n( FL 32753 Fax: Bonding Company: Mortgage Lender: WORM 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. 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature ofOw—ner/Ag t D at Vishaal Gupta Print Ovvner/ApntM.—n-,-, SignatureAoffCoutractor/A n Date Vishaal_~emu pto_ Print Date PARK'SON 2J MICHELLE PARKISON MICHELLE PARKISON 1ION # FF 0634' October 30 201 7 a p7Publiclic U teci My COMMISSION # FF 063452MYCOMMISSION # IFF 063452 EXPIRES: October 30,2017 s. EXPIRES: October 30, 2017 8 :0 4"T Bondod That Notary Public Und tors0abraNotoryPublicUndorwrltor8 PersonallyOwner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical ni Mechanical [] Plumbing[] Gas[] Roof E Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: muffiamm New Construction: Electric - # of Amps Plumbing - 9 of Fixtures Fire Sprinkler Permit: Yes 0 No El # of Heads Fire Alarm Permit: Yes E] No 0 NHVV ky2ta"MROLININ54 ENGINEERING: FIRE: BUILDING: — COMMENTS: Revised: June 30, 2015 Permit Application GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9171130 P9 48 (IFss) CLERK'S - 2017CI99681 RECORDED 10/1.14/2017 02A04=3`5 F 11 RECORDING FEES $I0.00 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, =FIo=rid=a32:81 11 Permit Number: 17-2547 Parcel ID Number: 17-20-31-502-0000-0550 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) I Lot 55 19 Blue Grouse Lane, Sanford FL 32771 2, GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: J1 Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: 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: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Sectl 713.13(l)(a)7,, Florida Statutes, I Name: Phone Number: 8, In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is I year from date of recording unless a different date is specified) Signature of Owne or se , r Owner's or Lessee's Authorized 0 er erectt ;/ rtner/Manager) Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's Title/Office) State of County of The foregoing rument was acknowl re me this day of 2L2 by Who Is personally known tome &- R Name of person making stateeent who has produced identification 0 type of Identification produced: EXPIRES: M11CHELLE PARKISON ISSIO 4 F 063452Jr COMMISSIONOMM . o:b 30 20 1 7PIRES. Oct ffiry Publl, U own'.rq M Th =Nnd y COMMISSION 4 FF 063452 E) 0, B.,, d EXPIRES: October 30, 2017 Bondod Thru Notiry Publlc Undo Notary gnature Revision 0 Submittal Date Project Address: Contact: Ph: Fax: City of Sanford Building Fir Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov L'mall: - C-C::- Trades encompassed in revision: E] Building Plumbing Electrical El Mechanical El Life Safety El Waste Water LI: .r311. 1 General description of revision: ROUTING INFORMATION Department Approvals El Utilities 1:1 'Waste Water El Plannino E3 Engineering Fire PreventiOn El BuildingZ.171 7) ITY OF S NFORD Application Number: 17-2547 Project Description: New SFR Job Address: 2319 Blue Grouse Ln Building & Fire Prevention Divi.slon PLAN REVIEW COMMENTS Date: 10/04/2017 Contact Name: Michelle Parkison Contact Email: Mn pi)AaEdkiisonrd) )arksquarchomes.corn his is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code, It is not a complete detailed review. The comments noted in this review Must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal -- changes in letter form are not permitted. All references to FIX' Chapter I are as amended by City ot'Sanford ordinance vicwahle on our vebsitc at Provide two copies qf'qftectedpL1aqtat sheets andl®r be acce ated without two co pies. COMMENTS: 1. The Jurisdiction listed on the energy calculations cover page is 691000. The correct Jurisdiction for Sanford is 691500. Please revise accordingly. FBC 107 2. Multiple plan pages show 2 A/C condensers and 2 an- handlers, The Energy Calculations only indicate I A/C system. Either revise the Energy Calculations to show 2 separate A/C systems or revise all Energy Calculations to reflect the correct a/c service. FBC 107 3, The Plumbing DWV is missing the fixture designations for the Is' floor bathrooms. Please revise accordinely. FBC 107 4. The Truss Layout on the plans has different Truss id's than what's shown on the truss layout from the truss manufacturer specifically Trusses R8 and R47. Please revise the building plan truss layout page to match the truss engineer provided layout. F13C 107 S. Please provide Florida Product Approval and corresponding installation instructions for the Front Door and sidelite. FBC 107 6, Please provide Florida Product Approval and corresponding installation instructions for the 8' wide garage door. FBC 107 7. Please provide Florida Product Aproval and corresponding installation instructions for the 3-pariel sliding door 8. The Product Approval package contains many errors, Please Submit two (2) copies of a correct Product Approval package that is site specific to the house being built, addressing the following errors: The single hung window submittal only includes flange style installation, which is for masonry installations. Typically a fin style window is installed on the 2 nd floor wood frame construction. Please Submit the product approval for the 2"" floor single hung windows and include the FL41 on the Specification Sheet. 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. The fixed windows include fin style installation for wood frame construction, however there are fixed windows being installed on the I" floor masonrv, construction. Please submit fixed windows approved for masonry installation and include the FLIV on the specification sheet. 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 ordinances ofthis jurisdiction. Office rneetints with the Mans examiner to discuss commr to arrival. Respectfully, Steve Fiorey, ( 110 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: 2319 Blue GroQ2wxcervuse Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0550 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) E] Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BEE Post 2007 FIRM adoption = finished floor elevation 24" above BFIE (Ordinance 4360) 7 -7 Flood Zone: X Base Flood Elevation: N/A Daturn: 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 Elfloodway A portion of the parcel is in the: 0 floodplain El floodway The parcel is not in the: [W floodplain 0 floodway El The structure is in the: floodplain E] floodway 0 The structure is not in the: E] floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-2547 Reviewed by: Michael Cash, CFM Date: September 18, 2017 III I , I I III I 1 11 1JI I liplil ! 1 Jill I WAV'. 111, Walkway Including Right -of -Way Use & wwwsanfordil Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688 5140 Fax: 407.688,5141 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's right-of-way, All requested information below as well as a current survey, site plan or plat clearly identifying the Mr. whaVs below, size and location of the existing right—of-way and usp 'all be provided or application could be delayed. Call before you eltir 1 Project Location/Address: Z Proposed Activity: X Driveway 1:1 Walkway 1:1 Other 3, Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work: Construction of new driveway for new single family residence WEEMEM Signature: kWn.FMJ Address: 5200 Vineland Rd Su Phone: (407)529-3135 Print Name: Vishaal Gupta O#ndo, FL 32811 fly mparkison@parksquarehorries,com 1, Fax: Email: Date: JXII-`/"21 Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requester may. with written City authorization, remove said Installationlirmprovement 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 permitted shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as Such facilities are in the Publo right-of-way If the Requester does not continuously maintain the improvement and area in accordance with preVIOLIS:Y stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requester's property to recover costs of restoration To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councopersons agents, servants, or employ- ees (appointed, elected or hired) from and against any and all liabilities, claims, penalties demands. sure judgments losses, expenses damages (direct, indirect or consequential;, i, or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement and reasonable attorneys fees up to and including an appeal) resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way I have re4 and und instandr e abo e statement and by signing this application I agree to its terms. 6 Signature: Date ThI pi shall be posted on the site during construction. w2bbl&m Will" Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date IM Date Date: November 2015 SRO Use Dnvewvy. pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: David Mercer an went of:-- Park Square Homes Name of'Compam 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 application ftir-work located at: Sweet Address) M Expiration Date for This Limited Power of Attorney:-----12/31/17 License Holder Name:— Vishaal Gupta State License Number: Signature of License I-1 STA' l-F`OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this /JFdaxv of 20K7, by Vishaal C u a who is Xperson ]v known to me or o who has produced as identification and who did (did not) take art oath. A Notary Seal) Print or type name MICHELLE PARKIS Notary Public - State of MY COMMISSION # FF Q63452 CornrnissionNo.';'-('° EXPIRES: October 30 017 Bondod Thru Notary Public Undorwritors Mv Commission Expires: Rev_ 08.12) BUILDING PERMIT 77n ',qa x 10 10 20 Permit 9 1 -1 Form board / Foundation Survey Slab / Mono Slab Prepour Lintel / Tie B am / Fill Down Cell 30 0 - 40 50 Sheathing — Walls Sheathinc, — Roof Roof Dry In Frame 60 Insulation Rough In 70 40 50 50 80 1000 70 1000 1000 1000 Drvwall / Sheetrock Lath Inspection Final Roof Final Stucco / Siding Insulation Final Final Single Family Residence Address: ZSkR ELECTRICAL PERMIT Min Max 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MECHANICAL PERMIT 7- Min max Inspection Descri,ption 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 055 Pensacola C LHG 3CarGar - N Builder Name: One Stop Cooling and Heating Street: 2319 Blue Grouse Lane Permit Office: Seminole " y'k City, State, Zip: Sanford , FL , Permit Number -,H 1 7 -,-- 2 5 4 Owner: Park Square Homes Jurisdiction: Design Location: FL, Orlando County:: tQ(Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3078.7 sqft.) Insulation Area 2, Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1530.70 ft2 b, Frame - Wood, Exterior R=l 1 .O 1296.00 ft2 1 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 252,00 ft2 4. Number of Bedrooms 4 d, N/A R= ft2 10. Ceiling Types (1811,0 scift.) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=30.0 1811,00 W 6. Conditioned floor area above grade (ft2) 2570 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N,'A R= ft2 11. Ducts R ft2 7. Windows(224.1 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 a, U-Factor: Dbl, U=0.55 142.81 ft2 SHGC: SHGC=022 b. U-Factor: Del, U=0.58 64,00 ft2 12. Cooling systems kBtul/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 42.5 SEER:14,00 c. U-Factor: Dbl, U=0.54 17,33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu,,hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.373 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems 8. Floor Types (2570.0 scift.) Insulation Area a. Electric Cap: 50 gallonsEF: MOO a. Slab -On -Grade Edge Insulation R=0.0 1549.00 ft2 b. Conservation features b. Floor Over Other Space R=M 759,00 ft2 None c. other (see details) R= 262.00 ft2 15. Credits Pstat Glass/Floor Area: 0.087 Total Proposed Modified Loads: 72.66 PASSTotalBaselineLoads: 74.51 I hereby certify that the plans and specifications covered by Review of the plans andri0, 4, this calculation are in compliance with the Florida Energy specifications covered by this N, Dicptally signed by RafaelCode. Rafael calculation indicates compliance zqwe,do Date: 2017.0818 13:08:16 with the Florida Energy Code. lzquierdo, 0400' PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as,6esigned,,,s---in compliance Florida Statutes. with the Florida Energy Code Ob W-Ewf' OWNER/AGENT: BUILDING OFFICIAL: ------ DATE: 140, - I _11 IDATE: .. .... . ......... ...... .. . Compliance requires Certification lay;fhe air handier unit manufacturer that the air handier 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. 8/18/2017 1:06 PM EnergyGauge@ USA - FaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 055 Pensacola C LHG 3C Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2570 Lot # 55 Owner: Park Square Homes Total Stories: 2 Block/SubDivision, WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 2319 Blue Grouse Lane Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: . ..... . . t Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New!Existing: New (From Plans) Cornment: CLIMATE IECC Design Temp Int Design Temp Floating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTLAR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume l Blockl 2570 23594.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 st Floor 1549 14405.7 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1021 9189 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet l Raised Floor 2nd Floor ---- ---- 126 ft2 11 0,29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 136 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 164 ft 0 1549 ft2 0.29 0 0,71 4 Floor Over Other Space 2nd Floor ---- ---- 759 ft2 0 0.29 0 0,71 ROOF Roof Gable Roof Solar SA Emitt Erniff Deck Pitch Type Materials Area Area Color Absor, Tested Tested Insul, deg) 1 Hip Composition shingles 2025 ft2 0 ft2 Dark 0,6 N 0.6 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RES IRCC Full attic Vented 300 1811 ft2 N N 8118/2017 1:06 PM EnergyGaugegr USA - FlaRes2014 Section R405,4,1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING epe 11 I 11 Typ11 11111,1111 Space R-Value Ins Type Area 1 11 Framing Frac Truss Type 1-,,-,---- 111 - TrussType Un rt t V ented) deAc1 at Floor 3 0 Blown 1811 ft 2 0.1 Woad WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V4Ornl.--- To -,---W-atl, Type. -------- . .......... . Space R-Value---- - Ft, Area . B-Value Fractron- Absor. Grade% 1 N Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 41 19 6 9 4 182.0 ft2 0 0 0,8 0 3 E Exterior Frame - Wood 2nd Floor 11 45 0 9 0 405.0 ft' 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 49 0 9 4 457.3 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1 st Floor 4,1 40 0 9 4 373.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 45 0 9 0 405.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 55 6 9 4 518.0 W 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 27 0 9 4 252.0 ft2 0 0,25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 022 6.0 W 1 ft 0 in 1 ft 0 in None None 2 n 1 Metal Low-E Double Yes 0,55 022 3.9 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 n 1 Metal Low-E Double Yes 0.55 022 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 n 2 Metal Low-E Double Yes 0,55 0.22 16.3 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 n 2 Metal Low-E Double Yes 0.54 025 9,3 ft' 10 ft 0 in 1 ft 0 in None None 6 e 3 Metal Low-E Double Yes 0,55 0,22 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 s 5 Metal Low-E Double Yes 0.55 0.22 6,0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 a 5 Metal Low-E Double Yes 0.55 022 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 S 6 Metal Low-E Double Yes 0,55 022 32,9 ft' 1 ft 0 in 11 ft 0 in Drapes/blinds None 10 S 6 Metal Low-E Double Yes 0.58 025 64.0 ft' 8 ft 0 in 1 ft 0 in None None 11 w 8 Metal Low-E Double Yes 0.55 0.22 32.7 ft' 1 ft 0 in 1 ft 0 in Drapes'blinds None E Double Yes 0.54 0,25 8.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8/ 18/2017 1:06 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter I Avg Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 78 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 FLA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000292 1966.2 107.94 203 .2621 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 42.5 kBtu/hr cfm 075 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEE None None ft2 Dl1Gi` f Supply ---_ Return --_ Air CFM 25 CFM25 H:VA # lj # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON FILE Heool1Attic6514ft22ndFloor128.5 ft Prop. Leak Free 2nd Floor -- cfm 77.1 cfm 0,03 0.50 11 8,18;2017 1:06 PM EnergyGaugeR USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cc !ng a Feb Mar Apr May Jun n JulAug Sep Oct Nov Dec Heat anngJ Feb Mar A pr MayI JunXj Ju Aug Sep 0 Nov Dec Venting Jan Feb Mar Apr May Jun Jul Aug Se p Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/18,'2 017 1:0 6 PM EnergyGauge®R, USA - FIaRes2014 Section R405,4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole 2319 Blue Grouse Lane Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402A 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 R402,41.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402AA .1 Installation. The components of the building thermal envelope as listed in Table R402.4. 1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction, Where required by the code official, an approved third party shall inspect all components and verify compliance, R402,4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals), Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned of and 6, Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 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 L=I s/m2), and swinging doors no more than 0,5 cirri per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA,/WDMA,,CSA 101/1,S.2,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 an air leakage rate not more than 2,0 cfm (0.944 Lis) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403,1 .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 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: 1 Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handier enclosure, All register boots shall be taped or otherwise sealed during the test, 2. Rough -in lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (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 handier 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. 8/18/2017 1:06 PM EnergyGauge@1 USA - FlaRes2014 - Section R405.4.1 Com 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 1C) or below 55°F (1 31C) shall be insulated to a minimum of R-3.. 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. 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 at at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 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 001F to 140°F (38'C to 60'C). R403,4.4.1.2 Shutdown, 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 burners) 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. 13403,15.1,11 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 8/18/2017 1:06 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4,1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R40161 .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: Attached single- and rnuiti-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, 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. R403,6A .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: 1 , A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 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, 0 R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systerns, 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, El 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 ANSLAPSP-1 5, The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 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 pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour purnis operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 1 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. 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 R404.1,11 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 deck and beam type or concrete deck roofs do not have sufficent space. R-1 0 is allowed. 8'18/2017 1:06 PM EnergyGaugeO USA - FlaRes2014 - Section R405,4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 2319 Blue Grouse Lane, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2, Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1530.70 ft2 b. Frame - Wood, Exterior R=l 1,0 1296.00 ft2 3. Number of units, if multiple family 1 c, Frame - Wood, Adjacent R=i 1,0 252.00 ft2 4. Number of Bedrooms 4 d, N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=Mr) 1811.00 ft2 6. Conditioned floor area (ft2) 2570 b. N/A Rm ft2 c. N/A R= ft2 7, Windows- Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.55 142.81 ft2 a, SUP, Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC=0.25 12, Cooling systems kBtLJ/hr Efficiency c. U-Factor: Dbl, U=0.54 17.33 ft2 a. Central Unit 42.5 SEER:14M SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13, Heating systems kBtu/hr Efficiency SHGC: a, Electric Heat Pump 45.5 HSPF:8,20 Area Weighted Average Overhang Depth: 3,373 ft. Area Weighted Average SHGC: 0,231 8. Floor Types Insulation Area 14, Hot water systems Cap: 50 gallons a, Slab -On -Grade Edge Insulation 134.0 1549,00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 759.00 ft2 bConservation features c. other (see details) R= 262M ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building 'Osp C Constructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) V in this home before final ins peyion. Otherwise, a new EPL Display Card will be completed 0 4r,, e, based on installed Code compfiar)t features. 2 Builder Signature: Date'. 4 4 Address of New Home: /FL Zip: 0 wlV Note: This is not a Building Energy Rating. If your Index is below 70. your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating, Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1 .3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/18/ 2017 1:06 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft' Project Summary Entire House One Stop Cooling and Heating Job: Lot 055 Pensacola C LHG Date: Dec 18, 2014 By: MC/Rl I 7225 Sardscove Cost, SWe 1. Wirter Park FL 32792 Pl-or, (407) 629 - 6920 Fax (4071629 - 9307 Web w OreStor,Coohrq.corn Licerre CAC032444 For Park Square Homes 2319 Blue Grouse Lane, Sanford, FL Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 F Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 F Design TID 18 OF gaily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20716 Btuh Structure 21417 Btuh Ducts 4527 Btuh Ducts 5597 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25243 Btuh Use manufacturer's data n Rate/ swin multiplier 0,98 Infiltration Equipmentsensibleload 26366 Btuh Method Simplified Latent Cooling Equipment Load Sizing ConstructionqualitySemi -tight Fireplaces 0 Structure 2868 Btuh Ducts 918 Btuh Central vent (0 cfm) 0 Btuh Heatl Coolin none) Area ( ft) 275 2714 Equipment latent load 3786 Btuh Volume ( ft3) 25235 25235 Air chanys/hour 0.28 0.15 Equipment Total Load (Sen+Lat) 30152 Btuh Equiv. A , F (cfm) 118 63 Reg. total capacity at 0.75 SHR 2,9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade 14HPX SERIES Trade 14HPX SERIES Model 14HPX-042-230-18 Cond 14HPX-042-230-18 AHRI ref 5725566 Coil CBX25UH-042-230-' AHRI ref 5725566 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER Heating input Sensible cooling 31875 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 10625 Btuh Temperature rise 29 OF Total cooling 42500 Btuh Actual air flow 1417 cfm Actual air flow 1417 cfm Air flow factor 0,056 cfm/Btuh Air flow factor 0D52 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0,88 Capacity balance point = 30 OF Backup: Input = 7 kW, Output = 22645 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-Aug 18 12,39:21 RrgIO- Sule(bl Uriverra! 2017 17 023 RSU 16202 Page 1 PL—,, empL—.iotO55Pe,co[aCLHG3Ca,Gar-N,tv Calc-' W'8 FrortDoo,iaces N wrightsoft, Right-JO Worksheet Job: Lot 055 Pensacola C L.HG 3Ca.,. Entire House Date: Dec 18, 2014 By: MC/Rl One Stop Cooling and Heating 7225 Sandscove Court, Suite 1,Wir9er Park, FL. 32792 Prone (407) 629 - 6920 Fax (407) 629 - 9307 Web ww OneSopCoohng.com Lrce.n6e CAC032444 2 Room nnamee Entire House CAFE E11 308.0 f 32.5 I 3 Room height 92 If d 93 It heatioad 4 Roo, d ensonss 1,0 x 137,5 f 5 Room are. 275M tF 137.5 IF Ty Construction U-value or HTM Area w) Load Area ff-1) Load number Btufttz-, Bluft"121, or Perimeter ft) Btuh) or perimeter 1) Btjh) Heat Coal Gross NP,'S Heat Cool Gros,, N,1P/S Heat Cool 6 tih12B-Osw 0.097 n 2.312.79 243 218 504 608 0 0 0 0 G 4A5-tom 0,550 n 13,09 14,28 6 0 79 86 0 0 0 0 4A5-tom U50 n 13,09 13.17 4 0 51 51 0 0 0 0 4A5-tom 0550 n 13.09 13.17 15 0 196 198 0 0 0 0 11 w 13A-flocs 4A5-2om 0,143 0.550 n n 3.40 13.09 2.85 1317 181 16 132 0 448 214 376 215 0 0 0 0 0 0 0 0 4B5-2m 0.540 n 12.85 1473 9 0 120 138 0 0 0 a 11DO 0390 n 928 12.15 24 24 223 292 0 0 0 0 t-G 1213-0sw 01097 e 2.31 2.79 405 390 900 1088 0 0 0 0 4A5-2om 0.550 e 1109 2810 15 0 196 422 0 0 0 0 w 13A-flocs 0.143 e 340 2.85 456 456 1551 1300 107 107 364 305 12B-Osw 0.097 s 2.31 2.79 243 222 513 619 0 0 0 0 G 4A5-tom 0.550 s 13.09 13.17 6 6 79 79 0 0 0 0 4A5-2orn 0.550 a 13.09 1332 15 13 196 200 0 0 0 0 w 13A-flocs 0.143 s 3A0 2-85 372 275 937 785 121 88 300 252 L2 4A5-2orn 0-550 s 1 3.09 13.38 33 27 428 437 33 27 428 437 4A5-2omd 0,580 s 13M 15,44 64 64 883 988 0 0 0 0 w 12B-09N 0,097 w 231 2.79 405 405 935 1129 0 0 0 0 T:::: 13A-4ocs G 0,143 w 3.40 2-85 516 475 1618 1356 74 74 253 212 4A5-2orn 0,550 w 13.09 2810 33 0 428 918 0 0 0 0 C 4B5-2ho U40 w 1Z85 30,44 8 0 103 244 0 0 0 0 I-D12C-0sw 0091 2.17 148 251 233 505 34,9 0 0 0 0 11IN 0,390 n 928 12.15 18 18 166 217 0 0 0 0 C 16B-30ad 0.032 076 1.75 1816 1816 1383 3175 0 0 0 0 F 19A-01ascp 0,295 2.64 1.95 125 125 330 244 0 0 0 0 F 19C-19cscp 0.049 0.40 030 136 136 55 41 0 0 0 0 F 22A-dam 1180 28.08 0.00 15551 164 4606 0 138 33 913 0 6 q AED excursion 0 29 Erselope, loss/gain 17646 15550 2258 117 12 a) Infiltration 3071 12160 329 130 b) Roomvenfilabon 0 0 0 13 Internal gains: Occupants C@ 230 5 1150 OT 0 Appliancesiother 3500 0 Subtotal (lines 6 to 13) 20716 21417 2587 1308 Less Wdernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20716 21417 2587 1308 15 Duct loads 221/. 264Q 4527 5597 22%. 261/' 5650 342 Total room load 252<3 27014- 301520 1649 Air required (cirri! 1417 1417 1177 87 calculations a roved b ACCAta meet aEE re uirements of Manual J 8th Ed v%rr!q1-%tSC>ft 2017-ALig-18 12,39:21 Rig q-SuteG Uriversal 2017 17.023 RSU1 6202 Page I PIL TempLot 055 Persaoola C LNG KarGar - N,rLV Calls = M-18 Frort Door faces N wrightsoft, Right-J@ Worksheet Job: Lot 055 Pensacola C LHG Xa... Entire House Date: Dec 18, 2014 By: MC!R1 One Stop Cooling and Heating 7225 Sardscove CoLin, Su to 1, Wirler Park. FL 32792 Pi-ione A07) 629 - 6920 Fax (40T 629 - 9307 Web www Ore. StoisCooling com License CAC0032444 1 Room name DROP FAIM 2 E>pDsed wall 0 it 13D It 3 Room height 9.3 ft heat/cool 9.3 it heavocol 4 Room dimensions 4,5 X 5.0 it 14,0 x 17.0 ft 5 Room area 22.5 it' 238,0 IF Ty Construction U-value Or HTM Area p Load Area fF) Load number (Btuh4t2-1F) (BturrV) or perimeter dl Btih,) or perimeter ft) Btuh) Heat Cool Gross NPiS Heat Cool Gross NP/S Heat Cool 6 1213-0sw 0.097 n 2,31 2.79 0 0 0 0 0 0 0 0 4A5-2orn 0,550 n 13.09 14,28 0 0 0 0 0 0 0 0 4A5-2om 0.5,50 n 13.09 13.17 0 0 0 0 0 0 0 0 4A5-tom U50 n 13.09 1317 0 0 0 0 0 0 0 0 11 w 13A-flocs 0,143 n 3,40 2.85 0 0 0 0 0 0 0 0 0-550 n 1109 13,17 0 0 0 0 0 0 0 0124A5-2om 4135-2fm 0,540 n 12.85 14,73 0 0 0 0 0 0 0 0 D 11DO 0390 n 928 1215 0 0 0 0 0 0 0 0 12B-05w 0,097 e 231 2,79t-G 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 e 3,40 2.85 0 0 0 0 0 0 0 0 12B-Osw 0.097 s 231 279 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.09 1317 0 0 0 0 0 0 0 0 4A5-2orn 0.550 s 13,09 13.32 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 s 340 2.85 0 0 0 0 121 57 194 162 GL4A5-20m 0.550150 s 3D9 1338 0 0 0 0 0 0 0 0 G 4A5-2omd 0580 s 113.80 15,44 0 0 0 0 64 64 883 988 w 1213-09N 0.097 w 2.31 2,79 0 0 0 0 0 0 0 0 13A- flocs 0.143 w 3A0 2,85 0 0 0 0 0 0 0 0 f4A5- 2om 0550 w 13D9 28,10 0 0 0 0 0 0 0 0 G 4135-2tm 0.540 w 12.85 30,44 0 0 0 0 0 0 0 0 12C- Osw 0.091 - 2.17 1.48 FL-D 0 0 0 0 0 0 0 0 1 1DO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B 30ad 0,032 076 1,75 0 0 0 0 0 0 0 0 F 19A-Obscp 02295 2,64 1.95 0 0 0 0 0 0 0 0 F 19C-19Csqa 0,049 0A0 030 0 0 0 0 0 0 0 0 F 22A-1pm 1180 28.08 0.00 23 0 0 0 238 13 365 0 6 c; AED excursion 0 61 Envelope lossigain 0 0 1442 1089 12 a) Infiltration 0 0 132 52 d) Room vcniflation 0 0 0 0 13 Internal gains: (upants@ 230 0 0 0 0 Appliancesrothei 0 900 Subtotal ( lines 6 to 13) 0 0 1574 2041 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribi " Ibon 138 129 196 148 14 Subtotal 138 129 1770 2189 15 DUCI loads 22% 261/. 30 34 221c. 26% 387 572 Total room load 169 163 2157 2762 Air required (dri-m 9 9 121 145 Galculatians a raved b AGG to meet ail r uirements at Mtanual J nth Ed. Right - Sutter Universal 2017 17.0 ,23 RSU1 6202 Page 2017- Aug 18 12:39:21 2 PLTetnr)\ Lot055Perrioo!aCLHG3CarGar-N,r(,p talc- N4,18 FionlDoor laces N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 055 Pensacola C LHG 3Ca... Date: Dec 18, 2014 By: MC/Rl 7225 SanJacove Court, Suite 1, Winer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirgoorn License: CAC032444 1 Room name FLEX FOY 2 ExIaosed wall 30.0 It 0 ft 3 Room height 93 It heaVoDol 93 ft heaVoDol 4 Room dimensions 1.0 x 164.5 ft 6,5 x 185 ft 5 Room area 164.5 IF 1203 IF Ty Construction U-value or HTM Area (ft2) Load Area OF) Load r (Btu"2 F) (Btunr) or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross NP/S Heat Cool 6 h1213- 0sw 0,097 n 2.31 279 0 0 0 0 0 0 0 0 4A5-2orn 0550 n 13.09 1428 0 0 0 0 0 0 0 0 4A5-2orn 0.550 n 13.09 13,17 0 0 0 0 0 0 0 0 4A5-2orn 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 11 w 13A-flocs 0143 0.550 n n 3A0 13,09 2.85 13.17 126 16 109 0 372 214 312 215 56 0 22 0 76 0 64 0 4B5-2fm 0.540 n 12.85 1473 0 0 0 0 9 0 120 138DE4A5- 2orn 11DO 0390 n 928 12.15 0 0 0 0 24 24 223 292 T-G 1213-0sw 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.09 2810 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 e 3.40 2.85 37 37 127 106 0 0 0 0 1213-09N 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13,09 13,17 0 0 0 0 0 0 0 1 4A5-2om 0,550 s 13.09 13.32 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 01 0 0 0, 4A5-2om 0.550 s 13-09 13.38 0 0 0 0 0 0 0 0 4A5-2omd 0,580 s 13.80 1544 0 0 0 0 0 0 0 0 w 12&0sw 0.097 w 2.31 2,79 0 0 0 0 0 0 0 0 13A-flocs 0.143 w 340 2,85 116 116 396 332 0 0 0 0 GT 4A5-2orn 0.550 w 13D9 28.10 0 0 0 0 0 0 0 0 G 4B5-2[m 0.540 w 12.85 30.44 0 0 0 0 0 0 0 0 q- 12C-gs,N 0091 217 1 A8 0 0 0 0 56 56 121 83 D 1 1DO 0,390 n 928 1215 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 164 164 125 286 0 0 0 0 F 19A-Obi 0295 2,64 1,95 0 0 0 0 0 0 0 0 F 19C-19csCP 0.049 0A0 0.30 0 0 0 0 0 0 0 0 F 22A-1pm 1,180 28.08 0.00 165 30 843 0 120 6 169 0 6 c) AED excursion 40 18 Envelope loss/gain 2075 1211 709 558 12 a) Infiltration 304 120 61 24 b) Roomvenfilalion 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 2379 1331 769 582 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 272 205 769 582 14 Subtotal 2650 1537 0 0 15 Duct loads 22%j 261/. 579 4 01 26% 0 0 Total room load 3229 1938 0 0 L- Air required (clrn) 181 102 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w wrightscoft- 2017-ALg-18 1239:21 Right -Suit eO Universal 2017 17.0,23 RSU1 6202 Page 3 PL Temp1ot 055 Pensacola C I-HG KarGar - N.rub Cale = WS Frort Door faces: N wrightsoft, Right-M Worksheet Job: Lot 055 Pensacola C LHG Xa... Entire House Date: Dec By: MC/R1 18, 2014 One Stop Cooling and Heating 7225 Sardsoove Court, Suite 1, Winter Park, FL 32792 Plhone: 407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CAC032444 1 Room name H1 H2 2 Exposed wall 0 111 0 It 3 Room height 93 If heatiorrol 9.3 If heat/bool 4 5 Room Room dimensions area 12,5 418 IF x 3.5 If 12,0 48.0 fP x 4.0 It Ty Construction U-value Or HTM Area (tip) Load Area dt2) Load number Btulit-F) Btjlvft2) or perimeter (ft) Btuh) or perimeter t) dBtuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6VG h12B- Osw 0.097 n 2,31 2,79 0 0 0 0 0 0 0 0 4A5- 2om 0.550 n 13D9 1428 0 0 0 0 0 0 0 0 4A5- tom 0,550 n 13,09 13.17 0 0 0 0 0 0 0 0 4A5- tom 0,550 n 13.09 1317 0 0 0 0 0 0 0 0 11 13A-flocs 0143 n 3. 0 0 0 0 0 0 0 0 4A5- tom 0.550 n 13D9 13.17 0 0 0 0 0 0 0 0 4B5- 2fm 0,540 n 12.85 14.73 0 0 0 0 0 0 0 0 11DO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 t- G 1213- 0sw 0.097 e 2.31 2.79 0 0 0 0 0 0 0 0 4A5- 2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 w 13A-flocs 0143 e 340 2.85 0 0 0 0 0 0 0 12B- Osw 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0 4A5- tom 0.550 s 13.09 13.17 0 0 0 0 0 0 0 0 4A5- tom U50 S 13.09 13.32 0 0 0 0 0 0 0 0 WF- 13A- flocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0,550 s 13.09 13.38 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 s 13.80 15.44 0 0 0 0 0 0 0 0 W 12B-Osw 0,097 w 2,31 2,79 0 0 0 0 0 0 0 0 L13A- flocs 0.143 w 3.40 2,85 0 0 0 0 0 0 0 0 G 4A5-2om 4135- 2frn 0, 550 0, 540 w w 13. 09 28.10 12. 85 30.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F L-D 12C- Osvv 0,091 217 1.48 0 0 0 0 112 94 203 139 1 1DO 0390 n 928 12.15 0 0 0 0 18 18 166 217 C 1613-30ad 0.032 076 1.75 0 0 0 0 0 0 0 0 F 19A-0b,-cp 0295 2,64 1.95 0 0 0 0 0 0 0 0 F 19C-19axp 0.049 040 0.30 0 0 0 0 0 0 0 0 F 22A-1pm 1,180 28.08 0.00 44 0 0 0 48 0 0 0 6 c) AED excursion 0 10 Envelope loss/gain 0 0 369 345 12 a) Infiltration 0 0 0 0 h) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 0 0 369 345 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 369 345 14 Subtotal 0 01 0 0 15 1 Duct loads 26%1 0 0 22%l 26%1 0 0 Total room load 0 0 0 0 Air required ( cfm) A required00 0 Calculations approved byACGAto meet all requirements of Manual J 8th Ed. vvrightsdft' 2017- Aug-1 8 12:39:21 Rig lur- Suitel,,D Uriversa 12017 17,023 RSU16202 Page 4 PL Temp\ Lot 055 Pensacola C LHG KarGar - N.rup Cale = W8 Frort Door faces N wrightsoft, Right-JO Worksheet Job: Lot 055 Pensacola C LHG 3Ca,.. Entim House Date: Dec 18, 2014 B)r MC/RI One Stop Cooling and Heating 7225 Sardscove Court, Sure I , Winter Park, FL 32792 Pl-orv, (407,629 - 6920 Fax (4071 629 - 9307 Web vmw0re.StopCooIrr ,corn License CAC032444 1 Room name KIT LAUN 2 Exposed vall 15-5 tI 1 O'D ft 3 Room height 9.3 It heat/cool 9.3 It heatcool 4 Room dimensions 1.0 x 191.5 ft 1,0 x 78.5 It 5 Room area 191.5 tt, 78.5 ft' Ty Construction U-value or HT Area W) Load Area ft2) Load number Btu"--F) BLIW) or perimeter ft) Btuh) o; perimeter ft) Bluh) Heal Cool Gross N/P'S Heat Cool Gross NIBS Heat Cool 6 1[_213- 0.()97 n 231 Z79 0 0 0 0 0 0 0 0 4A5 tom 0,550 n 13.09 14.28 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 G 4A5-2orn 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 11 W 13A-flocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 n 13.09 13,17 0 0 0 0 0 0 0 0 G 4135-2(m, 0,540 n 12,85 14,73 0 0 0 0 0 0 0 0 D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 T-G 12B-0sw 0.097 e 231 279 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 w 13A-flocs 0,143 e 3,40 2.85 144 144 491 411 93 93 317 265 12B-(Y.w 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.09 13.17 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.09 13.32 0 0 0 0 0 0 0 0 w 13A-flocs 0143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0,550 a 3,09113,80 13.38 0 0 0 0 0 0 0 0171' 4A5-2omd 0580 s 15,44 0 0 0 0 0 0 0 0 w 1213-0sw 0.097 w 2,31 279 0 0 0 0 0 0 0 0 13A-4ocs 0143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13,099 28,10 0 0 0 0 0 0 0 0 4B5-2h-n 0,540 w 1285 3044 0 0 0 0 0 0 0 0 FL-D 12C-0,9N 0'091 217 1,48 0 0 0 0 84 84 181 124 1 1DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 076 1,75 0 0 0 0 0 0 0 0 F 19A-Obi 0,295 2.64 1,95 0 0 0 0 0 0 0 0 F lgc-lgcscp 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 28.08 0.00 192 16 435 0 79 10 281 0 6 c) AED excursion 49 27 Envelope lossigain 926 362 779 362 12 a) Infiltration 157 62 101 40 lb} Room ventilation 0 0 0 0 13 Internal gains: 0x=pants @ 230 0 0 0 0 Applianoes,other 1200 500 Subtotal (lines 6 to 13) FT 10&3 1625 880 902 Less external load 0 0 0 0 Less tra nsfer 0 0 0 0 Redistribution 0 0 123 115 14 Subtotal 1083 1625 1003 1017 15 Duct loads 2 2%. 26" 237 425 22' 26% 219 266 Total 1 319 2049 1222 12830Aueq',,r! 74 107 69 67 Calculations aepraved b ACCAton-teetalir uirementsof Manual J8th Ed. vwriiqhtsc)ift' rs2017- Ai q-1 8 12,3921 Page 5 Zk ,4-- Rigrit- SuiteO Unversaf 2017 17,0.23 RSUI 6202 PL, 7emp1ot 055 Peacoia C LNG 3CarGa; - N mo Carc - W8 From Iao-s N right oft`, Right-M Worksheet Job: Lot 055 Pensacola C LHG Xa— Entire House Date: Dec 18, 2014 By: MC/RI One Stop Cooling and Heating 7225 Sardscove GOL11, Sue 1, Winle,, Park, FL 32792 Pl-re (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOrieSlopGooling corn Licerise, CAC032444 1 Room name NEED NUTH 2 Exposed wall 165 ft U ft 3 Room height 93 fl heat/cool 9.3 it heat/cool 4 Room dimensions 13.0 x 16.5 ft 1.0 x 1095 ft 5 Room area 214.5 W 109,5 fF Ty ConstrXbon U-value or FITM Area JF) Load Area YF) Load number (13tion4ta-IF) (Btuh4t2) or perimeter ft) Btuh) or perimeter ft) Bluh) Heal Cool Cross N/RS Heat Cool Gross NP/S Heat Cod 6 126-0,9N 0,097 n 231 2,79 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 n 13,09 14,28 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13,09 1317 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 11 wr----c 13A-flocs 0.143 n 3,40 285 0 0 0 0 0 0 0 0 4A5-tom 0,550 n 13.09 1317 0 0 0 0 0 0 0 0 G 4B5-2fm 0540 n 12,85 14.73 0 0 0 0 0 0 0 0 L—D 11DO 0390 n 9.28 12,15 0 0 0 0 0 0 0 0 12B-Osw OD97 e 231 2.79T—G 0 0 0 0 0 0 0 0 4A5-2om 0,550 e 13.09 28.10 0 0 0 0 0 0 0 0 W 13A-4ocs 0143 e 3.40 2.85 0 0 0 0 0 0 0 0 12B-09N 0,097 s 231 279 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1109 13,17 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.09 13.32 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3,40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0550 s 13.09 1338 0 0 0 0 0 0 0 0 4A5-2omd 0580 a 13,80 15,44 0 0 0 0 0 0 0 0 W 1213-0sw 0,097 w 231 2.79 0 0 0 0 0 0 0 0 13A-floes 0,143 w 3,40 2,85 153 121 411 345 56 48 163 136 G 4A5-2om 0.550 w 13.09 28,10 33 0 4281 918 0 0 0 0 G 4B5-2tm 0540 w 12.85 3044 0 0 0 0 8 0 103 244 12C-0sN 0'0`91 - 217 1.48I—D 0 0 0 0 0 0 0 0 1 1DO 0.390 n 9.28 1215 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1,75 215 215 163 375 110 110 83 191 F 19A-Obscp 0,295 2.64 1.95 0 0 0 0 0 0 0 0 F 1 9c - 1 9cor-P 0.049 0,40 030 0 0 0 0 0 0 0 0 F 22.A-Ipm 1180 28.08 ODD 215 17 463 0 110 6 169 0 6 c) AED excursion 342 97 Envelope loss/gain 1466 1980 517 668 12 a) Infiltration 167 66 61 24 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances,other Q 0 Subtotal (I ines 6 to 13) 1633 2506 578 692 Less e)dernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 302 228 0 0 14 Subtotal 1934 2-35 578 692 15 Duct loads 2296 26" 423 715 22%j 26% 126 181 Total room load 2357 3449 704 873 Air required (cfm) 132 181 40 46 Calculations 8#1 Ed, wriiqI-ItSC>ft 2017-Atig-1812,39,21 Rig q- Surest Uriversal 2017 17,023 RS Lit 6,102 Page 6 PL TempLol 055 Persacola C LHG 3CarGar - N.run Calc a MJ8 Frol Dom faces N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 055 Pensacola C LHG 3Ca... Date: Dec 18, 2014 By: MC/R1 7225 Sardscove Coral, Suite 1, Winter Park, FL 32792 Plane: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOre.StopCoolirg.corn 1-serrse. CAC032444 1 Room name MVVC MWIC 2 Exposed voll 5lD it 295 ft 3 Room height 9.3 it h0ateD01 93 It heak1cool 4 Room dimensions 4.0 x 5.0 If 1.0 x 119.0 it 5 Room area 20,0 IF 119,0 IF y Construction U-value Or HTM Area (ftl) Load Area (ftl) Load number (Btjht2--F) (Btft4t--) or perimeter (it) (BUW or perimeter fft) (Btuh) Gross N,1P/S Heat Cool I Gross N,,PIS Heat CoolHeatCool 6 Vh12B-Dsw OD97 n 2.31 279 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13,09 14.28 0 0 0 0 0 0 0 0 4A5-2om 0,550 n 13.09 13.17 0 0 0 0 0 0 0 0 4A5-2om 0-550 n 13-09 13.17 0 0 0 0 0 0 0 0 11 IN 13A-flocs 4A-5- 0143 0.550 n n 3,40 13.09 2.85 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4R5 0,540 n 12-85 1473 0 0 0 0 0 0 0 0 D 11DO 0390 n 928 1215 0 0 0 0 0 0 0 0 T—G 12B-Osw 0,097 e 2,31 2,79 0 0 0 0 0 0 0 0 4A5-2orn 0550 e 1109 28,10 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 e 340 2.85 0 0 0 0 74 74 253 212 T:f2 12B-0sw 0.097 is 231 2,79 0 0 0 0 0 0 0 0 4A5-2om 0550 s 13,09 13-17 0 0 0 0 0 4A5-2orn 0,550 s 13.09 13.32 0 0 0 0 0 0 0 10 w 13A-flocs 4A5- tom 0. 143 0, 550 s s 3, 40 3D9 2, 85 338 0 0 0 0 0 0 0 0 130 0 130 0 443 0 371 0 L2 4A5-2omd 0580 s 113,80 115,44 0 0 0 0 0 0 0 0 w 126- 0sw 0.097 w 2,31 2,79 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3,40 2.85 47 47 158 133 70 70 237 199 4A5-2on, 0.550 w 13.09 28,10 0 0 0 0 0 0 0 0 485-2frn 0,540 w 12,85 30,44 0 0 0 0 0 0 0 0 q— 11 C-0sw 0091, 2-17 1-48 0 0 0 0 0 0 0 0 D 12DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B- 30ad 0.032 0,76 175 20 20 15 35 ill ill 85 194 F 19A- Obscp 0295 2.64 1,95 0 0 0 0 0 0 0 0 F 19C- 19cscp 0.049 0,40 030 0 0 0 0 0 0 0 0 F 22A- tpm 1,180 28,08 0.00 20 5 140 0 119 30 828 0 6 cl AED excursion 5 32 Envelope lowgain 314 162 1847 945 12 a) infiltration 51 20 299 118 p) Room ventilation 0 0 0 0 13 Internal gains: 0coupants @ 230 0 0 0 0 Appliancesother 0 0 Subtotal (lines 6 to 13) 3651 182 2145 1063 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 365 182 2145 1063 15 Duct loads 221,1 261%1 80 48 22%.1 260 469 278 Total room load 444 230 2614 1341 Air required ( cfm) 25 12 147 70 Calculations aegroved by ACCA to meet all wrighill Rig N-Sute(Yi Unversa 2017 17 023 RSU16202 2017-Aug-18 12 39,21 Page 7. PL Tompl- ol 055 Pensacola C LHG 3CarGar - N.rup Caic - W8 Front Door tares: N wrights oft, Right-JO Worksheet Job: Lot 055 Pensacola C LHG Xa... Entire House Date: Dec 18, 2014 By: MC/Rl One Stop Cooling and Heating 7225 Sandscove Coat, Suite 1, Winter Park. FL 32792 Pinore (407) 629 - 6920 Fax (407)629 9307 Web www.0 vStopCooliT.com License: CAC032444 1 Room name PWD STRl 2 Exposed volt 0 It 0 ft 3 Room [eight 9,3 It healrtool 93 It heab000l 4 Room dimensions 5.5 x 5,0 it 4.0 x 5.0 It 5 Room area 27.5 IF 20,0 If Ty Coastruaon U-value or HTM Area w) Load Area tF) Load number (BUMF) or perimeter lb Btuh) or perimeter ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PS Heal Cool 6 \12B-Osw 0,097 n 2,31 2.79 0 0 0 0 0 0 0 0 G 4A5-tom 0550 n 13.09 14.28 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 4A5-2om 0,550 n 13,09 1317 0 0 0 0 0 0 0 0 11 w 13A-flocs 0,143 n 340 2.85 0 0 0 0 0 0 0 0 4A5-r 0.550 n 13D9 13.17 0 0 0 0 0 0 0 0 4 _2 0.540 n 1285 14.73 0 0 0 0 0 0 0 0 D 11DO 0.390 n 928 1215 0 0 0 0 0 0 0 0 1213-0sN 0.097 e 2,31 279t—G 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 13,09 28,10 0 0 0 0 0 0 0 0 w 13A-flocs 0143 e 3,40 2B5 0 0 0 0 0 0 0 0 12B-Osw OD97 s 2,31 2.79 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13,09 13.17 0 0 0 0 0 00 0 4A5- 2orn 0,550 s 13,09 13.32 0 0 0 0 0 0 0 0 w 13A-floes 0,143 s 3,40 2.85 0 01 0 0 00 0 0 4A5- 2om 0,550 s 3.09 13,38 113,80 0 0 0 0 0 0 0 0 4A5- 2omd 0580 S 15,44 0 0 0 0 0 0 0 0 w 1213-0sw 0,097 w 2,31 2,79 0 0 0 0 0 0 0 0 13A- 4ocs 0,143 w 3,40 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 1309 2810 T:Jd 0 0 0 0 0 0 0 0 4135- 21rn 0-540 w 12.85 30,44 0 0 0 0 0 0 0 0 12C- Osw 0,091 - 2,17 1.48 q—D 0 0 0 0 0 0 0 0 1 1DO 0.390 n 928 1215 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 076 175 0 0 0 0 0 0 0 0 F 19A-0bskp 0295 2,64 1,95 0 0 0 0 0 0 0 0 F lgc-m0.049 0,40 0.30 0 0 0 0 0 0 0 0 F 22A- tpm 1.180 2808 0.00 28 0 0 0 20 0 0 0 6 c! AED excursion 0 0 Envelope loss - gain 0 0 0 0 12 al Infiltrabon 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliance.s4olher 0 0 Subtotal (lines 6 to 13) 0 0 0 0 Le-% exlernal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 108 101 0 0 14 Subtotal 108 101 0 0 1 1 Duct loads 22/.l 26%1 24 2611 229" 26% 0 0 roy,I. ad t",eq113 1271i 0 0 Total A.,, u i i ed (cfm 7 7 0 0 Calcu Ed J& wrightsc> ft, 2017-Aug 181239,21 AK-- — R; gN-Sue@Unver,,aI 2017 17 C K ' .0,23 RSUI 6202 Page 8 PL Temp, Lot 055 Pensacola C LHG 3CarGar - N,rup Calc - WR Frort Dens faces N wrightsoft, Right-JO of sheet Job: Lot 055 Pensacola C LHG Ka... Entire House Date: Dec 18, 2014 By: MC/RI One Stop Cooling and Heating 7225 Sardswve GoLirt. Sue 1, Wiriter Park, FIL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web wwwOreStopCoolirxgcom License CAC032444 1 Room name 2 Exposed wall 3.5 It 5.5 ft 3 Room height 9.0 It heat/cool 9,0 It heatbDol 4 Room dimensions 55 x 3.5 It 5.5 x 55 It 5 Room area 193 IF 30.3 fF Ty Cor Irudon number U-Valbe Btu" -IF) a HTIM Bul-OP) Area or perimeter tt) ft) Load Btuh) Area or perimeter fF) ft) Load Btuh) Heat Cool Gross NPS Heal Cod Gross N P,,S Heat Cool 6 h12B- Osw U197 n 2.31 2,79 0 0 0 0 0 0 0 0 6 4A5-tom 0.550 n 13,09 1428 0 0 0 0 0 0 0 0 4A5-tom 0,550 n 13.09 13.17 0 0 0 0 0 0 0 0 4A,5-tom 0550 n 13.09 1317 0 0 0 0 0 0 0 0 11 w 13A-flocs 4M-.on, 0.143 0.550 n n 3A0 13.09 2.85 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. 0540 n 12.85 14.73 0 0 0 0 0 0 0 0 D 11DO 0390 n 928 12,15 0 0 0 0 0 0 0 0 t-6 1213-0sw 0.097 e 2,31 2,79 32 32 73 88 50 50 114 138 4A5-tom 0.550 e 13,09 28,10 0 0 0 0 0 0 0 0 w 1 3A-4ces 0, 143 e 3A0 2.85 0 0 0 0 0 0 0 0 126-Osw OD97 s 231 2,79 0 0 0 0 0 0 0 0 4A5-tom 0550 s 1109 13,17 0 0 0 0 0 0 0 0 4A5-tom 0.550 s 13,09 13,32 0 0 0 0 0 0 0 0 13A-flocs 0,143 s 3,40 2.85 0 0 0 0 0 0 0 0 4A5-tom 0550 s 13.09 13.38 0 0 0 0 0 0 0 0 G 4A5-2omd 0580 s 13.80 15.44 0 0 0 0 0 0 0 0 w 12B-09N 0,097 w 231 279 0 0 0 0 0 0 0 0 t:fG 13A-4oc5 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0550 w 13D9 28,10 0 0 0 0 0 0 0 0 4B5- 2h-n 0.540 w 12,85 30,44 0 0 0 0 0 0 0 0 f 12C-Osw 0091 2,17 1.48 0 0 0 0 0 0 0 0 t—D 1 1DO 0390 n 928 12,15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 175 19 19 15 34 30 30 23 53 F 19A-ObRp 0295 2.64 1,95 0 0 0 0 0 0 0 0 F 19C-19a3cp 0,049 0A0 030 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 28,08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 6 Envelope lossigain 87 118 137 185 12 a) Infiltration 34 14 54 21 b) Room, ventilation 0 0 0 0 13 Internal gains: Ocoi pa nts @ 230 0 0 0 0 AppliancesAiather 0 0 Subtotal (lines 6 to 13) 122 131 191 206 Leesexternal load 0 0 0 0 Lm transer 0 0 0 0 Redistribution 122 131 191 -206 14 Subtotal 0 0 0 0 15 Duct loads 22% 26% 0 0 221/,'l 26% rt 0 0 Total room load 0 0 0 Air required (cfm) 0 0 0 Caiauiatians a raved b ACCA to meet alE r uirements of Manual J 8th Ed, wrightsc>ft' 2017 Aug-1 8 12 39 :21 Riahl-SWCOUnversal 2017 17 0,23 RSU1 6202 Page, 9 PL TerripLot 055 Pensacola C LHG 3Ca!Gar - N,Lv Calc - W8 Frort Door faces N wrightsoft, Right-JO or sheet Job: Lot 055 Pensacola C LHG 3Ca.,. Entim House Date: Dec 18, 2014 By: MC/RI One Stop Cooling and Heating 7225 Sardscove Court, Suile 1, Winter Park, FL 32792 (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOr StopCoolirg.com License CAC032444 1 Room name BED2 BED3 2 Exposed wall 25.5 ft 14.0 ft 3 Room height 9,0 ft heatloorel 9.0 it heat,oDol 4 Room dimensions 1'0 x 190,0 it 115 x 14.0 ft 5 Room area 19(M fr 161.0 W Ty Construction U-value 0I HTM Area tF) Load Area tF) Load number (Btuh/!12-F) (Btuh,412) or perimeter ft) Btuhi or Perimeter ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N,,P!S Heal Cool 6 1,2 0.097 n 231 2,79 0 0 0 0 0 0 0 0 0.550 n 13.09 14,28 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 n 13.09 1317 0 0 0 0 0 0 0 0 G 4&5-2orn 0 550 n 13,09 1317 0 0 0 0 0 0 0 11 w 13A- 4ocs 0,143 n 3A0 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13,09 13.17 0 0 0 0 0 0 0 0G G 4135- 2ft-n 0,540 n 12.85 14,73 0 0 0 0 0 0 0 0 D 11DO 0,390 n 928 12,15 0 0 0 0 0 0 0 0 1213-0sw 0.097 e 2,31 2.79t---G 0 0 0 0 126 1111 256 310 4A.5-2orn 0.550 e 13.09 28.10 0 0 0 0 15 0 196 422 w 13A-4ocs 0,143 e 3,40 2.85 0 0 0 0 0 0 0 0 12R OSIN 0.097 s 231 279 108 93 215 259 0 0 0 0 4A5-2om 0,550 s 1109 13.17T::tc 0 0 0 0 0 0 0 0 4A5-2orn 0.550 s 13,09 13,32 15 13 196 200 0 0 0 0 13A-flocs 0,143 s 340 2.85 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13,09 13.38 0 0 0 0 0 0 0 0 4A5-2omd 0.580 s 13.80 15.44 0 0 0 0 0 0 0 0 W 1213-0sw 0.097 w 2,31 2.79 122 122 280 339 0 0 0 0 13A-flocs 0.143 w 3,40 2,85 0 0 0 0 0 0 0 0 G 4A5-2om 0550 w 13.09 28.10 G 0 0 0 0 0 0 0 0 4135-2fm 0540 w 12.85 30.44 0 0 0 0 0 0 0 0 12C-Osw 0.091 - 2,17 148 0 0 0 0 0 0 0 0 1 1DO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 076 1.75 190 190 145 332 161 161 123 282 F 19A-Obi 0295 2,654 1.95 97 97 255 189 0 0 0 0 F I 9C 19 0.049 040 0.30 0 0 0 0 0 0 0 0 F 22A-op 1,180 28.08 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 50 Envelope loss/gain 1091 1270 575 1063 12 di Infiltration 2501 99 137 54 lb Room ventilation 01 0 0 0 13 Internal gains: Occupants@ 230 1 230 1 230 Applianoesviner 150 150 Subtotal (lines 6 to 13) 1341 1749 712 1497 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 96 103 14 Subtotal 1341 1749 808 1600 15 Dud loads 22%. 26'/. 293 457 221/ol 26./. 177 418 Total room load 1634 2206 985 2018 Air required (drm 92 116 55 106 Calctalatlorls roved b ACCAto moot ail r tairoments of Pvlanuaf J 8th Ed. 4j4- wrightsookft Rig rit-SuiteQ,) Uri versal 2017 17 0,23 RSU16202 2017-Aug-18 1239,21 ACzK Page 10 I LTefnpi-otO55Perr-aco"aCLHG3CarGar-Niup, Calc-W8 FrodDoorfaces: N wrightsoft, Right-J@ Worksheet Job: Lot 055 Pensacola C LHG 3Ca.., Entire House Date: Dec 18, 2014 By: MC/Rl One Stop Cooling and Heating 7225 Sardscove Court, Sute 1, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOrk-StooCooliT corn Licerse CAC032444 1 Room name BEN BTH2 2 E>posed wall 17.5 ft 9-0 It 3 Room height 9D ft heaV000l 9.0 ft heaV000l 4 Room dimensions lb x 170.3 ft 9.0 X 5.5 ft 5 Room area 170.3 fF 49.5 fF Ty Construction U-value or HTM Area tF) Load Area fF) Load number (Blu (,Btu"2) of perimeter ft) Btuh) or perimeter it) Btuh) Heat Cool Gross NAPS Heat Cool Gross N,,P/S Heat Goal 6 1213-0sw 0.097 n 2,31 2,79 131 116 267 322 0 0 0 0 4A5-tam 0.550 n 13.09 14,28 0 0 0 0 0 0 0 0 4A5-tam 0,550 n 13D9 1317 0 0 0 0 0 0 0 0 4A5-tom 0,550 n 13.09 1317 15 0 196 198 0 0 0 0 11 w 13A-4-oss 0,143 n 3,40 2-85 0 0 0 0 0 0 0 0 0-550 n 13,09 13.17 0 0 0 0 0 01 0 0 G 4.0540 n 12.85 14.73L4A5T0 0 0 0 0 0 0 0 D 11DO 0,390 n 928 12,15 0 0 0 0 0 0 0 0 f 12B-09N 0.097 e 2.31 2,79 27 27 62 75 0 01 0 0 G 4A5-tom 0550 e 13,09 28,10 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 e 3,40 2.85 0 0 0 0 0 0 0 0 12B- 0sw 0.097 s 2,31 2,79 0 0 0 0 81 75 173 209 4A5- 2am 0-550 s 13.09 13,17 0 0 0 0 6 6 79 79 4A5- tom 0r550 s 13.09 13,32 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5- tom 0.550 s 13.09 13.38 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 S 13.80 15.44 0 0 0 0 0 0 0 0 w 12B-0sw 0,097 w 2.31 2.79 0 0 0 0 0 0 0 0 13A- flocs 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5-2orn 0.550 w 13D9 28,10 0 0 0 0 0 0 0 0 G 4B5-2frr, 0.540 w 12.85 30.44 0 0 0 0 0 0 0 0 T-- 12C-0sw 0-091 - 2.17 1.48 0 0 0 0 0 0 0 0 D 11DO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.76 175 170 170 130 298 50 50 38 87 F 19A-Obscp 0295 2,64 1,95 0 0 0 0 19 19 51 38 F 19&10.049 0,40 030 109 109 44 33 0 0 0 0 F 22A- tprn 1.180 28,08 ODD 0 0 0 0 0 0 0 0 6 c) AED excursion 40 13 Envelope losVgain 699 8851 340 399 12 a) Infiltration 171 68 88 35 N, Room ventilation 0 0 0 0 13 Internal gains: 0--cupants @ 230 1 230 01 0 Aporancesiolt-we 150 0 Subtotal (lines 6 to 13) 870 1333 428 434 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 870 1333 428 434 15 DUGI loads 221% 26% 190 348 22% 26% 94 113 Total room load 1061 1681 522 548 Air required ( ctm) 60, 881 29 29 Cal CHI ab ons aegroved by ACCA to meet all reAuirements of Manua l J 8thEd wrightsc>ft, 2017- Aug 1812,39:21 AC K F- Rig t-&Jtebi-lriversa 2017 17 0,23 RSU1 6202 Page 11 x,PLTempLotO55Perisaco!aCLHG3CarGar-N, rLp Cal,-W8 From [bon faces: N wrightsoft, Right-JO Worksheet Job: Lot 055 Pensacola C LHG 3Ca— Entire House Date: Dec 18, 2014 By: MC/131 One Stop Cooling and Heating 7225 Sardecove Court Suite 1, Wirler Pars, FL 32792 Pluork, (407) 629 - 6920 Fax (407r 629 9307 Web wwwOreStapCoolvig com License: CAG032444 1 Room name BTH3 LOFT 2 Exposed wall 15.5 ft 17.5 It 3 Room height 9,0 It heaVaeol 9D h heaVcod 4 Room dimensions 6.0 x 95 ft 1 D x 334.8 ft 5 Room area 57,0 W 334.8 tr Ty ConsAmcfion U--lue a HTM Area fil) Load Area tr) Load number ( Btu"2-IF) (0tuhAt2) or perimeter it) Btuh) or pciu-neter ft) (Btuh) Heat Cool Gross N/P,/S Heat Cool Gross N/PiS Heat Cool 6 12B-Osw 0.097 n 231 2.79 54 50 116 140 0 0 0 0 G 4A5-2om 0,550 n 13,09 1428 0 0 0 0 0 0 0 0 G 4A5-tom 0,550 n 13.09 13.17 4 0 51 51 0 0 0 0 G 4A5-tom 0,550 n 13,09 1317 0 0 0 0 0 0 0 0 11 w 13A-4ocs 0,143 n 3,40 2.85 0 0 0 0 0 0 0 0 i 4A5-2om 0550 n 13,09 13,17 0 0 0 0 0 0 0 0 i 4B5-2fi-n 0.540 n 12.85 14.73 IDL— 0 0 0 0 0 0 0 0 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 12B- O-,wv 0,097 e 2.31 2.79 t--G 86 86 197 238 36 36 83 100 4A5- tom 0550 e 1109 28.10 0 0 0 0 0 0 0 0 W 13A-4ocs 0,143 e 3,40 2,85 0 0 0 0 0 0 0 0 126- OSW OD97 s 2,31 2.79 0 0 0 0 0 0 0 0 4A5- tom 0,550 s 13.09 1317 0 0 0 0 0 0 0 0 G 4A5-tom 0550 s 1109 13,32 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 s 3.40 235 0 0 0 0 0 0 0 0 4A5- tom 0.550 a 13.09 1338 0 0 0 0 0 0 0 G4A, 5-2ornd 0.580 s 13.80 15,44 0 0 0 0 0 0 0 0 W 1213-0sw 0,097 w 2.31 2.79 0 0 0 0 122 122 280 339 0. 143 w 3.40 285 0 0 0 0 0 0 0 0 tf"13A- 4=, i 4A5-2orr, 0.550 w 13,09 28.10 0 0 0 0 0 0 0 0 4B5- 2(m 0.540 w 12,85 3044 0 0 0 0 0 0 0 0 12C- 0,9N 0-091 - 2,17 1 A8 FL—D 0 0 0 0 0 0 0 0 1 IDO 0,390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,76 175 57 57 43 100 335 335 255 585 F 19A-Obscp 0295 2.64 1,95 0 0 0 0 0 0 0 0 F 19C-19c-,XP 0.049 040 0.30 27 27 11 8 0 0 0 0 F 22A-tp-n 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 171 45 Envelope lossqain 418 520 0619 980 12 a) Infilliation 152 60 171 68 b) Roon-, ventilation 0 0 0 0 13 Infernal gains: 0mitcants @ 230 0 0 0 0 Appliances/ other 0 450 Subtotal ( lines 6 to 13) 570 580 790 1498 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 217 234 14 Subtotal 570 580 1007 1732 15 Dud loads 2201, 26- 125 152 221, 261/,1 220 453 Total room load 6i95 732 12-217 218:4 Ai; required (cfi-n) 39 38 69 115 Galculatians roved b ACGA to mae2 all r uiroments of Manual J nth Ed. Rig, t-SutKi) Uriversa, 2017 17,023 RSUi 6202 2017- Au0-18 12,39,21 AEZ* PLTe. motoIO55PerramiaCLHG3'arGar-N.rLp Calc-W8 FrorlDoorfaoes N Page 12 right ft, Right-JO Worksheet Job: Lot 055 Pensacola C LHG 3Ca... Entire House Date: Dec 18, 2014 B)r MC/Rl One Stop Cooling and Heating 7225 Sardsocive Good, Sure 1, Wiriler Park, FL 32792 Phore (4071629 - 6920 Fax' 407? 629 - 9307 Web, wwwOreStopCoolirg corn Licerse CAC032444 1 Room name OTB WIC3 2 Exposed wall 24.5 ft 115 It 3 Room height 9B ft heat/oDol 9.0 ft heatl000l 4 Room dimensions 6.5 x 18.0 If 6.0 x 5.5 ft 5 Room area 117.0 ft, 33-0 112 Ty Constructon U-value or [ATMTy Area OF) Load Area W) Load number (BtuIbV-'F) (Bful-Ot) or perimeter ft) Bluh) or perimeter Btuh) Heat Cool Gross, N/P/S Heat Cool Gross NIPS Heat Cool 6 12D 0,097 n 2,31 2,79F, 59 53 121 146 0 0 0 0 G 4A5-= 0.550 n 11109 1428TG 6 0 79 86 0 0 0 0 4A5-2om 0.550 n 13.09 1317b 0 0 0 0 0 0 0 0 G 4A5-2om 0,550 n 1U9 13.17 0 0 0 0 0 0 0 0 1 1 3A-'-- 0,143 n 340 2 85 0 0 0 0 0 0 0 0 4A5 2.w, 0.550 n 13D9 1317 0 0 0 0 0 0 0 0 G 4135 0.540 n 14,732fm12,85 0 0 0 0 0 0 0 0G D 11DO 0.390 n 9.28 12.15 0 0 0, 0 0 0 0 0 12B-0s,v U097 e 231 279T—G 0 0 0 0 50 50 114 138 4A5-tom 0,550 e 13,09 28.10 0 0 0 0 0 0 0 0 w 13A-4ocr 0143 e 3,40 2,85 0 0 0 0 0 0 0 0 12&0sw 0,097 s 231 2,79 0 0 0 0 54 54 125 151 4A5-tom 0.550 s 13.09 1317T::::GG 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 13.09 1332 0 0 0 0 0 0 0 0 w 13A-4ocs 0143 s 3.40 2.85 0 0 0 0 0 0 0 0 c 4A5- 2orn 0.550 sL 3D9 3.38113.80 115,44 0 0 0 0 0 0 0 0 4A5-2omd 0.580 S 0 0 0 0 0 0 0 0 w 12B-Os4w 0,097 w 2,31 2.79 162 162 374 452 0 0 0 0 13A-flocs 0,143 w 3,40 2.85 0 0 0 0 0 0 0 0 G 4A,5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 G 4B5-2frn 0,540 w 12.85 30.44 0 0 0 0 0 0 0 0 12C-()SwI—0.091 - 2.17 1.48 0 0 0 0 0 0 0 0 D 11DO 0,390 n 928 1215 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 175 117 117 89 205 33 33 25 58 F 19A-Obscp 0.295 2.64 1,95 9 9 24 18 0 0 0 0 F 1 9C - 1 gc--kp 0.049 0,40 0.30 0 0 0 0 0 0 0 0 F 22A-Ipm 1,180 28,08 0,00 0 0 0 0 0 0 0 0 6 c) AEU exairsion 29 11 Envelope loss,gain 687 817 264 335 12 a) Infiltration 240 95 113 45 b) Room ventilation 0 0 0 0 13 Internal gains: C)=jpants @ 230 0 0 0 0 Appliancesvher 0 0 Subtotal (lines 6 to 13) 927 972 377 380 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 927 972 377 380 15 Duct loads 1 22%l 26% 202 254 12°1 26" 8204 99 Total room load 1226H64 5941 1 79 Air required (cfm',, f63L: 26 2 Calculations awroved bvACCA to meet all reauirements of Manual J 8th Ed 44- wvriqhts' 2017-Aug-18 12,39.21 OCf 7 k Rig 11- SuteV Uriversal 2017 17,0.23 RSU1 6202 Page 13 PL TernpLot 055 Persacola C LHG 3CarGar - N.rub Gale - M18 Front Door faces: N wrightsoft, Right-JO Worksheet Job: Lot 055 Pensacola C LHG Xa.., Entire House Date: Dec 18, 2014 By: MC/Rl One Stop Cooling and Heating 7225 Sardsoove Court Suite I . Wirter Park, H- 32792 Prure. (407i 629 - 6920 Fax (407) 629 - 9307 Web. www0reStcvCoohr'q.wm Licerne CAC032444 1 Room name WIC4 2 ExposedAull 0 ft 3 Room height 9.0 It heat/ocrol 4 Room dimensions 7.0 x 5,0 ft 5 Room area 35.0 tr Ty Construction U-value Or HTM Area ft) Load Area Load number (BtuI-v1l1-'F) (Btul-vt2) or perimeter ft) Btuh} or perimeter Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 1213-0sw 0D97 n 231 2.79 0 0 0 0 G 4A5-tom 0,550 n 13.09 1428 0 0 0 0 G 4A,5-2om 0.550 n 13.09 13.17 0 0 0 0 G 4A5-tom 0.550 n 13.09 1317 0 0 0 0 11 w 13A-4ocz 0.143 n 3.40 2.85 0 0 0 0 4A-5-tom 0.550 n 13.09 13,17 0 0 0 0G 4B5-2trn 0.540 n 12.85 14.73 0 0 0 0 D 11DO 0.390 n 928 12.15 0 0 0 0 1213-0sw 0.097 e 231 279 0 0 0 0 G 4A5-tom 0.550 e 13,09 28,10 0 0 0 0 W 13A-4ocs 0,143 e 3,40 2.85 0 0 0 0 Lt12B-0sw 0,097 s 231 279 0 0 0 0 4A5-2om 0,550 s 13,09 13.17 0 0 0 0 l 4A5-tom 0-%0 S 13,09 13.32 0 0 0 0 w 13A-4ocs 0,143 s 3,40 2.85 0 0 0 0 L-G 4A5-2om 0,550 s 13,09 13,38 0 0 0 0 0 4A5 2omd 0580 s 13.80 15,44 0 0 0 0 w 1213-0sN 0,097 w 2,31 279 0 0 0 0 13A-4ocs 0,143 w 3.40 2.85 0 0 0 0 4A5-2om 0,550 w 13.09 28.10 0 0 0 0 4B5 2fir-n 0,540 w 12.85 3044 0 0 0 0 T-D 12C-O.Nv 0,091 - 2.17 1.48 0 0 0 0 11DO 0-390 n 928 12,15 0 0 0 0 C 16B-30ad 0.032 0,76 1.75 35 35 27 61 F 19A-Obsop 02% 2.64 1,95 0 0 0 0 F 1 gC- I qcqCP 0.049 0,40 0,30 0 0 0 0 F 22A-tdrn 1,180 28.08 ODO 0 0 0 0 6 c) AED excursion 2 Envelope loss/gain 27 59 12 a) Infiltration 0 0 b) Room ventilation 0 0 Internal gains: Cm)pants@ 230 0 0 App4iancesother 0 Subtotal (lines 6 to 13) 27 59 Less external load 0 0 Less transfer 0 0 Redistribution 0 14 Subtotal 27 59 15 Dud loads 22,olL'Ljuloads 26%1 6 16 Totalroom load 32 75 r required (d-m 2 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Rig II -Su tee) Universal 2017 17,023 RSU 16202 2017-Aug-1 8 12.39.21 AC'K PL lempl-ol 055 Pensacola C LHG 3GarGar - N,rLp Calc = W8 Front Door faces: N Page 14 Duct System Summary Job: Lot 055 Pensacola C LHG wrightsoft, Date: Dec 18, 2014 Entire House By: MC/Rl One Stop Cooling and Heating 7225 Sandscove Caul, SdIe 1, Wh1er Park. FL 32792 PIrore (407629 - 6920 Fax (407) 629 - 9307 Web wwwOneStojbCoo1i-.'U Corn Licet-se CAC032444 For: Park Square Homes 2319 Blue Grouse Lane, Sanford, FL Heating Cooling External static pressure 0.50 in H2O 0,50 in H2O Pressure losses 016 in H2O 0,16 in H2O Available static pressure 034 in H2O 034 in H2O Supply,` return available pressure 0170 / 0.170 in H2O 0,170 / 0170 in H2O Lowest friction rate 0.146 i n/1 00ft 0.146 i n/1 00ft Actual air flow 1417 cfm 1417 cfm Total effective length (TEL) 233 ft Design Htg Cig Design Diam H x W Duct Actual Ftg . Eqv Name Btuh) Cfm) cfm} F R in) in) Mat Ln (ft) Ln (ft) Trunk BED2 c 2206 92 116 0211 70 a< 0 VlFx 363 125.0 st6 BED3 c 2018 55 106 0,221 6.0 19X 0 VlFx 28.7 125.0 st6 BED4 c 1681 60 88 0,256 6.0 ox 0 VlFx 17.9 115.0 st7 BTH2 h 522 29 29 0,228 4.0 ox 0 vlFx 292 120D st6 B- H3 h 695 39 38 0.258 4.0 ox 0 VlFx 16,8 115,0 st7 CAFE h 3152 177 87 0.188 7.0 a< 0 VlFx 355 145.0 st3 DROP h 169 9 9 0.217 4.0 ox 0 MFx 314 125,0 sty FAM c 2762 121 145 0.176 8.0 ox 0 VlFx 415 150D st3 FLEX h 3229 181 102 0146 8.0 a< 0 VlFx 67.9 165D st4 KIT c 2049 74 107 0.184 5.0 ox 0 VlFx 34.5 150D st3 LAUD h 1222 69 67 0206 4.0 ox 0 VlFx 40,0 125.0 sty LOFT c 2184 69 115 0,319 60 a< 0 vlFx 11.5 95,0 st2 VIBED C 3449 132 181 0155 70 a< 0 AFx 59.1 160.0 st4 MBTH c 873 40 46 0,165 4.0 ox 0 AFx 46.5 160D st4 NAW C h 444 25 12 0,156 4.0 OX 0 Wx 531 165.0 st4 MWIC h 2614 147 70 0.157 7.0 ox 0 VlFx 521 165.0 st4 OTB C 1226 63 64 0.229 5.0 ox 0 Wx 28.3 120.0 st7 PWD h 131 7 7 0.192 4.0 ox 0 VlFx 37D 140D sty WIC3 h 459 26 25 0225 4.0 Ox 0 A Fx 31.0 120,0 st6 WIC4 c 75 2 4 0263 4.0 ox 0 VlFx 143 11 5D st7 Bold, itafic values have been manually ovens 2017- Atig-1 8 12,3923 wrightSOft' R,glIS,,,I,.OU=iversa2017170,23RSU16202 Page 1 PL Temptat 055 Per-sacora C LNG 3CarGar N rLp Calc - UJ8 Frorl Door faces-.N Trunk Htg Cig Design Veloc Diam H x W Duct Name Type Cfm) Cf1-1-1) FR fpm) in) in) Material Trunk st-I PeakAVF 982 832 0,146 704 16.0 0 x 0 VinIFIx st2 PeakAVF 435 585 0211 745 12.0 0 x 0 VinIFIx st6 PeakAVF 202 275 0211 623 9.0 0 x 0 VinIFIx st2 st7 PeakAVF 164 195 0.229 558 0 0 x 0 VinIFIx st2 st4 PeakAVF 525 411 0146 3849 5.0 0 x 0 VinIFIx st3 st3 PeakAVF 897 750 0.146 839 14,O 0 x 0 VinIFIx SO sty PeakAVF 85 83 0,192 626 5.0 0 x 0 VinIFIx stl Grille Htg Clg TEL Design Veloc Diam H x W Stud"Joist Duct Name Size (in) Cfm) cfm) fit) FR fpm) in) in) Opening (in) Mat Trunk rb2 Ox 0 1417 1417 0 0 0 0 Ox 0 VlFx Bold,itafic values have been manually overridden 2017-Aug 18 12 39,23wrightsoft, Rig rt- SuteG Unve rs'a 12017 i 7 .0,23 RSU1 6202 Paget Pt --ampLot055 Perisaocio C LHG 3'-arGar NrLip Calc = 1" From Door faces N Static Pressure and Friction Rate Job: Lot 055 Pensacola C LHG... wrightsoftDate: Dec 18, 2014 Entire House By: MC/Rl One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, Wirier Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web wvvw.OreStopCoolirg.com Licerne. CAC032444 For: Park Square Homes 2319 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 0,10 010 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 24 0 Measured length of trunk 44 0 Equivalent length of fittings 165 0 Total length 233 0 Total effective length 233 Heating Cooling in/ 1 00ft) i n/1 00ft) Supply Ducts 0146 OK 0,146 OK Return Ducts 0,146 OK 0146 OK Supply 11A=20,4X--35, 11 G--5, 11 M=20, 11 L=-25, 11 M=20, 11G--5, 1A--35: Total EL=1 65 Return Total EL-_0 2017- ALxj-18 12:39:23 wrightSOft" Rig I-Sul,41 Uriversal 2017 17.0.23 RSU1 6202 Page 1 ACC k ..PL Temp\Lot 055 Perrsacola C LFIG 3CarGar - N.rLp Calc - W8 Frort Door faces: N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 055 Pensacola C LHG 3CarGar - N Builder Name: One Stop Cooling and Heating Street: 2319 Blue Grouse Lane Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 6c'-i" i tc)o 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 j2jaLs_ Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electricaillphone 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 81118!2017 1:07 PIVI EnergyGauge(R) USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 ffm Wwlc a. 1 OX8 I C)X8 CAFE 47 cfm' EF1 VTR 177ctm 7 14 q Sup Riser mwC FBB1 14 5" 4 D 7G 8x4 25ctm 8x4 46 ctm FAM 8" MBTH 16 x 16 KIT- 0 i 16 x"t 0; 10x6107 ch-n 14' 0 1OX10 7*' b 8x4 145 cli 69 cf-n H Ti --cSbkRiser DV 5" FB132 ---------- MBED 4" PWD DRO STR1 9-- iral ctm ILI LAUN 1 OX8 LZ 4 F . . ..... 8x4H 2 FOY 7 c,, fm 9'c fT' 7T- 1j8I cct ri FLEX GARAGE 7- b #: Lot 055 Pensacola C LHG 3CarGar .. One Stop Cooling and Heating Scale: 1 : 100 Performed by MC/Rl for: Page 1 Park Square Homes 7225 Sandscove Court, Suite 1 Right -Suite@ Universal 2017 2319 Blue Grouse Lane Winter Park. FL32792 17.0,23 RSU 16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2017-Aug-18 12:39:53 www OneStopCoolrng. cora Pensacola C LHG 3CarGar - N.rup N WIN 8x4 EFI VTR e 8x4 wlC3 219 CrT) 26 drn BTH2 74 BEDP.--- LRB 1 OX8 SLp Riser 116ch) BED3 4" 1 10 1 Ox6 106cfm AV 7 4x18 RA 1( x 10 1417 chn 9 1 Ox6 Q'6 LRB 4 ZONE DAMPER M 16" DAMPER 1 ST FLR x LOF-I 12" DAMPER 2ND FL 12"BYPASS I Ox6 at 12' LRB 64 cfrr, 4 cim LRB WIC4=- 4 5" 8x4 39 ctm 6' EF1 VTR NX 0 0113 I Ox6 F)8cfm B BTH3 ED4 U, Lot 055 Pensacola C LHG 3CarGar Q.. One Stop Cooling and Heating Scale: 1 : 100 Performed by MC/Rl for: Page 2 Park Square Homes 7225 Sandscove Court, Suite 1 Right -Suite@ Universal 2017 2319 Blue Grouse Lane Winter Park, FL 32792 17.0.23 RSU16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2017-Aug-18 12:39:53 www.OneStopCooling.com Pensacola C LHG 3CarGar - N.rup 3 Signature E 5 7. t u 21 t DESCRIPTION AS, FURNISHED: Lot 55, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida, PLOT PLAN FO%CERTIFIED TO: PI-7-2 L47 Ok to construct single family home with setbacks and impervious area shown on plan. 3(0. / 011, Mf. 7 2- Peyl Scl co I c%_ - C, 6t- L n I Park Square Enterprises, LAC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America EM mm REMAINDER LOT 4, PALMER'S SUB R8, 2, PAGE 41) 'V N 89051'11 " E 75, 00' Is 70' FENCE EASEMENT J2XV LOT 5.5 T4.0 -I— 12.50' o LANAI 06 14.7 td PROPOSED RESIDENCE c', PENSACOLA - C 3 CAR GARAGE LEFT AIG 5,3' P* 0. 14. 10" ENTRY ca 12,7' cd I Ox, r- 20.7' M I i DRIVE rtj 26.53 25.20' 25,20' 0' ESM71 L,3 WALK SETBACKS AS FURNISHED FRONT 25'(*) REAR 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) BLUE SIDE. STREET - 25' (60' & 75' LOT) 15' (40' LOT) 26' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SJCESSION AT 20' AND A MINIMUM OF ( 2) SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW S, LOT GRADING TYPE A MOD PROPOSED FF PER PLANS - 29.9' S 89*40'51 " W 75. 00' CR 0 USE _LA ITT PRIVATE ROAD)(WIOTH VARIES) TRACT E LANDSCAPE & WALL WALL AS SCALED FROM DRAINAGE PLANS PLOT PLAAr OILY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 8,638 ot SQUARE FEET FLATWORK ONIOTT LOT - TOTAL SQUARE FEET FLATWORK DRIVE 6691121- 7001 SQUARE FEET FOUNDATION/PAD 2,778 ± SQUARE FEET WALKS 421375= 417 * SQUARE FEET REAR PAVO 117 ± SQUARE FEU SOD 5,5161329 - 5,845 d. SQUARE FEET FRONT PORCH DECK 97 ± SQUARE FELT POOL DECK NIA 4 SQUARE FEET NOTF-' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED sy CLIENT * NOT FIELD VERIFIED C- R&TEEiVIVE-KER -SCOTT & ASSOC, _[NC - -LAND S[1rRT1`1_,,;7 rO F,_S" I 1- P PLAT F FIELD LP. IRON PRIC 11R, w IRON ROD OR CONCRETE MONUHENT SET LP */RLO 409$ L RECOVERED P POINT OF' DEOINNING 02z POINT OF COMMENCEMENT a CENTERLINE. NQ HAIL % DISK V RIGHT-ar-WAY MT. DRAIN' IA!O:HENr DRAINAGE UTIL. UTILITY CL, M CHAIN LINK FCKC W& M VOW) PENCE c/ o CONCRETE DLOCK P. C. POINT Or CURVATURE FJ. e POINT OF TANGENCY DOSE, ursCRTIPIRIN IF w RADIUS L ARC LENGTH DELTA 0 CHORD On% CHORD REARING PJUL. w POINT ON LILAC 5400 E. COLONIAL DR. ORLANDO. FL, 32807 (407)-277-3232 FAX (407)-658-1436 TYPE u TYPICAL PR4 PCt. PRINT OF RrVE'!Sr CORVATURE POINT or UIRPOUND CURVATURE 1, THE UNDERSISFER DOES RMOY CCR77FY THAT THIS SURVEY METS THE STANDARDS OF PRACTICE S67 FORTH BY THE FIORfOA BOARD OF RAD, DART& PROFESSIONAL SURVEYORS AND MAPPERS IN CHVIER SJ-17 FLORIDA ADOINISTRATIVE CODE' PVRSLMT' TV SECTION 472,027, FLORIDA STATVL 5 N. R. NON -RADIAL S. UNLESS "BOSSED DVH SURVETORS SIGNATURE AND ORAINAL PASCO SCAL THIS SURVEY MAP OR VOPIE_ ARC NOT VALID, vP1 wITTISSS POINT I THIS SURVEY WAS ARMANDO PROD VMS INFORWOON FURNISHED TO 711C SURVEOCR. TH,1Rr MAY HE OTHER RESTRICTIONS CAMCALCULATEDOREASWEVISTHATAFIFECTTHISPROPERTY, P', RA Ff, PERMANENT REFERENCE MONUMENT FINISHED FLOOR ELCVATION F gzho 41NOUNDERGROUNDIMPROVEMENTSMOTHERWISEVEBEENLOCATEDUNLESSOTHERWN, 04,L. TUILDNIG CETDACK LINE 6. THIS SURVEY IS PREPARES FOR THE SOLE REDRAFT` OF THOSE CERTIFIES TO AND SHOULD NOT M' RELIED UPON BY ANY 07HrR ENTRY. DA btMe" MARX S. 01MENS10ho' SHOWN FOR Nr LOCATION OF WPROVEV&D`S HEREON SHOULD NOT Sr USED TO RECONSTRUCT BOUNDARY LINES, DID. BASEWAINK71EWITIVIE, ARE BASED AMAYS0 DATUM AND ON THE LINE SHOWN As sAsr NEARING (&,a,) 0, E" VAT7ONS, IF SHGD`V, ARE 94$0 ON NATIONAL OZOOCT70 VERTICAL DATUM OF 1029, UNLESS ITHIERmSE NOTEv. P. CCR77FICATE OF AMORIZAITSM No, 4S96, NORTH THIS 7ULLOING\ PROPER7Y DOES NOT UE WITHIN THE EETARLISHED 100 YEAR FLOOD PLANE AS PER "FIRM ZONE 7. MAP 1 121 Y 700090 F (09-26-07) OIRIER PLOT PLAN D9-7t--29Y7' 37Gt-77 REVISED PLOT PLAN (DRIVEWAY) 09-14-2017 Filename: IDARX SQUARE 2572 PEDN3ACDLA'rrz Lighting and Small,ApDIiance/Leoodzy Circuits Floor Area GnAppNo Laund0o Lino Neutral 2570 3 I Lighting Summary Standard 6,224 6,224 Optional I2,2I0 6,224 Ranges 6 Ovens Range No. No? NameDIate Line Neutral I I 8000 2 0 0 3 O 0 Range/Oven Summary Standard 5,400 4,480 Optional- 8, 000 4,480 Dz/eza Dryer No. No? Nameplate Line Neutral I I 5OOO 2 O 3 0 rr Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number= 2 Name M? Ph No Amps l7oIte VA DP Line Neutral I M I I 14.0 240 3,360 0I I I 2. O 240 480 OIMlI502401,200 OIII 2 14 240 I 3'36O 0MII 2 14 0 240 3'3GO Ox{ I l 2 2.0 240 480 OMlI 2 5.0 240 1,200 0III Heat/CooI Summary 14 240 I 3'360 0 Standard I6'8OD 0 DptionaI 16,800 O Fl:ceG JppIia.noes: Actual Number = 6 0ame M? Pb DJ o Amps Volts VA HP Line Neutral DI8P I I I 120 600 6-0-O- 5-0- 0DZSBI120I2"OICD 1'200 2'200I I I20 I2~0WBI'u» I,2008 OPT' POOL I I I I 2 O 44 0 0 OPT POOL BEAT I 10 I I 2 O 240 2,400 O Fixed Appliance Summary 7,440 O Standard I2,860 2,250 Other Appliances; Actual Number = 0 OptionaI I7'280 2,250 Name_______ M- Ph No ATnp-q Volts VA BP Line Neutral Other Appliance AppIiance Summary Standard 0 0 OPtiozzaI 0 0 25° of Max Motor. Line is Std Only; Neutral for Froth Maximum Phase Amps Volts 14 240 Beat/Cool Phase Amps Volts 1 14 240 Fixed Appl> Phase Amps Volts 0 Other App1. Phase imps Volts Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 48,224 1.6,454 Maximum Amperage = 201 69 Service Voltage = 240 Service Phase = 1 Optional. Line Neutral Total Total - 39,796 16,454 Maximum Amperage = 166 69 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSUTP| 1 section 6.3 These truss designs rely onlumber values established byothers, Mq, KE N D OPY RE: P5{]2572C-3G-Park 8q%I572-Penoeou{a-C_3CAR Mi7Fek USA" Inc, 890 Site Information: - Parke East Blvd. 5~^ Customer Info, PARK SC>UAREHK8S Project Name: PSO2572C'3{ Model: PEN A T C7 u-xR Lot/ Block: 55 Subdivision: VVYNDHAM PRESERVE Address: 2319 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 Loads (individual Truss Design Drawings Show Special Loading Conditions): Dese: FBC2014/TP12007 Design MiTck202O76 Wind Code: A5CE7-10 Wind Speed: 140mph Roof Load: 40.0px[ Floor Load: 55.0psf This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings, With my seal affixed \othis sheet. | hereby certify that | am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. This item has been electronically signed and Velez, . PEusing aD hu|S na ra, pnn dcopies oftnmdocument s g a|odand the aign uremust bewar edonany e|n mnio omp/em rr . Thetruss drx` ing(s) rcfer ocmdabovchaveboenppcpuredby MiTek USA, Inc, under mydirect supervision based oothe parameters provided 6yK4id-Bohm do nbcr&cguis]riuns,lnc' Truss Design Engineer'sWmme Velez, Joaquin My license rene,,val date for the state of Florida is February 28, 2019. IMPORTANT that the engineer named is licensed in the jurisdiction( s) identified and that the designs comply with ANSI/TPI 1 . These designs are based upon parameters shown (e.g., loads, supports, dimensions. shapes and design codes), which were given to MiTek, Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs, MiTek has not independently verified the applicability of file design parameters or the designs for any parlicular building. Before use, the building designer should verify applicability of design parameters and PrOperly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ke East &C,Taws u33mo upug(6,20|7 Velez, Joaquin \ of2 RE: PSQ2572C-3G -Park Sq/2572-Pensacola-C-3CAR Site Information: Customer Into: PARK SQUARE HMS Project Name: PSQ2572C-3G Model: PENSACOLA 2572-C / 3-CAR Lot/Block: 55 Subdivision: WYNDHAM PRESERVE Address: 2319 BLUE GROUSE LN. City: SANFORD State: FLORIDA GNo Seal # ITruss Name Date 23 T11848901 173 8/16/17 24_ F4814181902__---------- 8/16/17 16/117 ------ 26 T11848904 F6 8/16/17 127 T11848905 F7 8/16/17 T11848906_[F8 18/16/17 29 T1,1848907_'_F9_____1 I 1 18489 - 08 - F - 10 8/ - 1 - 6 - /1 - 7--- 30_ 31 T11848909 F11 8/16/17 i 32 T11848910 FLT1 8/16/17 33 T11848911 G1 8/16/17 34 T 11848912 JG2 6 /17 35 T1_1848913J_ G3 8/16/17 53 6 13/_1 7 37 T11848915 H1 8/16/17 38 T11848916 H2 8116/17 39 T1 18489 1 - 7 - ::H3 - MQ/17 40 T1 1848918 J3 8/16/17 41 T_11_84_ 8 91_9_1L_J5_ 8111,61/17 I 142 T1 1848920 'J7 18/16/17 43 T11848921 IKJ3 ......... 10/17 14 T1 1-84-892-2--': KJ5 8/16/17,_, 45 T 1 _1 84 8 9-2-3-i-K-J"17 8/16/17 46 T11848924 K,158 8/16/17 A 8/16/17 A8 T11848926 L2 8/16/17 49- ----!Tl 1,848927 M - 1 8/16/17 50 V T11848928-111,11111 -------- 8/16/17 51 T11848929 V2 8/16/17 53 T11848931 V4 8/16/17 i54 T1 1848932 _iV5 8/16/17 2 ot'2 vice iUty !Ply i Park Sgt2572-Pensawia-C_3GAR 11848879 PSe2572C 3G:Al HIP '1 Jo Mid-Rorida t_umber, Bartow, FL. 7.640, s Apr 19 2016 MiTek Industries. Inc. Wed Aug 16 0903 19 2017 Page 1 ID..fhretol loJgyU2liAdOk3Ary3nGL-bsiOTGYU9nRGJ1 g0X96XA5JcuxkglaQdnDDK6oynKic z,—_____ -95 _2s-- 1. `._. --___. 04 8-3 44 0-_--- _4.f_4 0 ___._.46-4--QC- 1 , 13 _ 1 S 1- --- . -- 3-C — 7-0-0 5-7=13 5-6- 5-6-1 5-5-1 5-6-1 6-7-13 7-fl-0 1 010 Scale = 187.4 r7 at+ x VI 02x4 II bye ---. 6. 00 #12 3x5 = 3x5 _ 3x6 MT20HS = 3,,5 = 3x5 = 5xe e 3 4 5 6 F 2" 4x6 MT20HS `-' 20 19 18 17 16 15 -14 13 12 4.6 MT201-S 2x4 t1 4x5 — 5x6MT20H6 _ 4x8 == 4x4 - 4x5 = 2x4 (I 4, 1 5x6 MT20HS __. 7. 24 r 12-7 13 -----I— 18=1- 15 Q _ A 2-t - —*---- 1q S_. 40-4__ —4T 4-0 - s--- 7 t.GQ 71_3---— 56' 5-6-9 1-- 5-6-1--- r,- - Plate Offsets X YZ ,1 0-3-13,0 1-12,L2.0 6 Q-2-Sj [9_0 6.0 0 2-8j [10:G-3=14 0-1- LOADING ( Deft SPACING- 2-0-0 CsL DEFL- in too) I/deft L/d PLATES GRIP TCLL 20-0 Plate Grip DOL 1 25 TC 0.91 Ve t(LL) 0.74 16 >762 240 MT20 244,1190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -1,62 16 >346 180 MT20HS 187/143 BOLL 0.0 Rep Stress Incr NO WE 0.84 HOrz(TL) 0.24 10 ri nta BCDL 10-0 Code FBC2014,TP12007 i Matrix) Weight- 544 (b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purling 2- 6,6-9: 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 7-9-8 oc bracing. BOT CHORD 2x6 SP No,1 WEBS 2x4 SP No.3 REACTIONS. ( Ibfslze) 1=3857/0-7-8, 10=3938dQ-7-8 Max Herz 1=-76(LC 6) Max Uplift )=-1431(LC 8), 10=-1488(LC 8) Max Grav 1=4221(LC 13), 10=4290(LC 14) FORCES. ( to) - Max. Comp..`Max. Ten_ - All forces 250 (a) or less except when shown. TOP CHORD 1-2=-8635r3056, 2-3=-1160114179. 3-4=-13931/4997, 4-5=-14676/5258, 5-6=-14676/5258, 6-7=- 1467615258,7-8=-1392814994,8-21=-11594/4174,9-21=-11595/4174, 9-10=- 8623/3044 BOT CHORD 1-20=-262017656, 19-20=-2617/7669, 18-19-4035/11637, 17-18=-4035r11637, 16-17= 4853/13966, 15-16=-48501/13936, 14-15=4030,/11585, 13-14=-4030/11585. 12-13=-260617600.10-12=-2609l7588 WEBS 2-20=0/440, 2- 19=-1663/4711, 3-19=-2258/940, 3-17=-967/2780, 4-17=-1232/579, 4-16=-308/898, 5-16=- 752/415,7-16=-312/901,7-15=-12331581, 8-15--96912782, 8-13=-22581941, 9-13=1671/ 4716, 9-12=0/437 NOTES- 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- 5-0 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 Toads 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=108mph, TCDL=4.2psf. BCDL=3.Qpsr h=25ft, B=45ft, L=24ft, eave=6ft, Cat_ h; Exp B, Encl., GCpi=O.18, MWFRS (directional). Lumber DOL= l 60 plate grip DOL=l 60 5) Provide adequate drainage to prevent water pending_ 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at Joint 1 = 0%. joint 2 = 0%, joint 6 = 0%, joint 9 = 0%, joint 18 = 0 %, joint 20 = 0 %, joint 19 = 0 %, joint 3 = 0%, joint 17 = 0 % , joint 4 = 0%, joint 16 = 0%, joint 5 = 01k,, joint 7 = 01/,, joint 15 = 0 r , joint 8 = 0 %, joint 13 = 0% joint 12 = 01 , joint 14=Ol,joint 10=0 0 8) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads_ 9) ` 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1431 Ib uplift at joint 1 and 1488 to uplift at joint 10 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Pao x WARNING - Verify daelgn tearamefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE Mff-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Wake connecto 4. This design Is based course parameters shown. and is for an tndividuat building componen=., not a truss system. Before use. the buiidmg desigee- must verify the appki=abi4e, of design parameters and binderly incorporate this design into the overall bulldinq design. Buterd indicated is to prevent buckling of indlvidaat truss web and/or chore members only Additionat temporary and permanent gracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general quid -se regarding the - - fabrication. storage, delivery_ erection and bracing of trusses and truss systems. see ANSIITPH Quality Criteria. DSB-&6 and BCSI Building Component 6904 Parke East Blvd Safety IntormaHon available from Truss Plate Institute- 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 1 i Tampa. FL 366Yf; At Mid -Ronda Lumber_ B,elr- FL. Ifuss Iype HIP Park Sgr25, 2,Pabsasoia _SCAR T11848579 640 s Apr 19 2016 Mi7ek Industries, Inc. Wed Aug 16 04.03.20 2017 Page 2 iD f'mretoHoJgvU2kiAdOk3Aiy3,nGL-33FPhLZ6R5a7wBFC5sdm;JsneL3vUlfmotztfEynKlb NOTES- 11) Girder carries hip end with 7-0-0 end setback 12) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 584 Its down and 297 lb up at 40-4-0. and 584 Ib down and 297 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others LOADCASE(S) Standard 1) Dead - Roof Live (balanced) Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pr? Vert 1-2--60, 2-9=-126(F=-66), 9-11--60, 1-10=-42(F=-22) Concentrated Loads (lb) Vert- 2-385(F) 9=-385(F) WARNING - Verify dwsi.. gr pararrteters Held READ NOTES ON THIS AND INCLUDED tN1TEK REFERENCE PAGE ftR11-7473 rev. 10103/2015 BEFORE USE. i Design valid for use only with M,Teke eanneelers. This design is based only upoo parameters shown. and is far am Individual building component. not a V.,ss system Baf fre use. the -Dividing desupner must very :he applicability of design psramshers and proper' corporate this design into the overaG builell c 9esugn. B ac n _ d;ca'ed us to p ve m [;uekhng of id due liuss web and, rhori Members only Add o. a tempo 3ry a.. 3 fennahent bracing is affray_ required for stadldy and to prevent collapse wrM poss bie personal lntuis and (uoperty damage. Far aenerai ga dan e reya d. g the - fabrication. storage. der—iryerection and bracing of trusses and truss systems. see ANSIITP11 fZuafity enteric, DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available front Truss Plate Institute,. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 36610 Job I ruse I cuss I ype !Qty [Ply Part, Sq;2572-Pensacola-C_3CAR T 1184,9880 PSQ2572C-3G :A2 NIP Mid-Flonda Lumber Barlow. FL 7 640 a sign, 19 2016 M,Tek Industries Inc Wed Aug 16 019 03 21 2017 Page I ID fhrctolloJjyU21,AdOk3Aiy3nGL.-XFpnuhakCPi_YLqOfa8,?FWO1qIPNDVVVwFXiRBgy?IKia 4 9-4 9-0-0 16-4-14 23-8-0 30-1 3E-4-0 42-6-12 4. -4-0 4 4-0 4-9-4 4-2-12 7-4-14 7-3-2 7-3-2 7-4-14 4-2-12 4-9-4 Scare = 1 82 6 6 or 112 2w4, 3x6 3x6 3x6 5X5 18 is 4 5 6 7 20 21 8 4X6 = 16 is 14 13 12 4x6 3A3 = 5x6 kl 3X8 = 5.6 MT20HS -- 3X6 i LOADING (psf) SPACING- 2-0-0 csL DEFL. in (too) I/defl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1,25 TC 062 Vert(LL) -042 14 >999 240 M 1 2u 244/190 TCDL 100 Lumbed DOL 1,25 BC 081i Vert(TQ -1 07 14-15 >524 180 MT20HS 187/143 BCLL 00 Rep Stress Inar NO WE 0.74 Horz(TL) 029 10 wa n/a il i BCDL 100 Code FBC20141TP12007 (Matrix) I LUMBER- BRACING - TOP CHORD 2x4 SP Nci *Except* TOP CHORD 3-6.6-8: 2x4 SP DSS BOT CHORD BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=1867/0-7-8. 10-194810-7-8 Max Harz 1=-95(LC 10) Max Uplift 1 =-444(LC 12), 1 0=-501 (LC 12) FORCES. (to) - Max Comp./Max Ten - All forces 250 (to) or less except when shown TOP CHORD 1- 1 7=-3554/1180, 2-17=-3480/1189, 2-3=-3374l1124, 3-18=-4360/1477, 18- 19=-4359,'1477, 4-19=-4359/1477, 4-5=-4857(1628, 5-6=-4857/1628, 6-7=4857/1628, 7-20= 4356,11480, 20-21 -4356/1480, 8-21 =-4356/1480, 8-9=-3364,'1124, 9-22=-3493il 187, 10-22=-3538/1172 BOT CHORD 1- 16=-9771/3084, 15-16=-847/2966, 14-15=-1272/4359, 13-14=-1275/4356. 12-13=-853/ 2958, 10-12=-979,13066 WEBS 3-16=- 26,351, 5-14=-451/227, 8-12-22/348, 4-15=-786/328, 3-15=-528/1724 7-13=-788/ 330,8-13--5351172T 4-14=-176/642, 7-14=-181/644 Weight, 241 lb FT = 20'X Structural wood sheathing directly applied or 2-7-14 Go pUrlins, Structural wood sheathing directly applied or 5-7-4 oe bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wrid ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4 2psf: BCDL=3,Opsf, h=25ft, B=45fl L=24fti eave=61t, Cat 11, Exp B, Encl_ Gi 18, MVVFRS (directional) and C-C Exterior(2) 0-3-12 to 3-3-12, Interior(l) 3-3-12 to 9-0-0, Exterior(2) 9-0-0 to 42-8-11, Intemon(l) 42-8-11 to 48-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 1 = 01, joint 6 = 0%. joint 15 = 0%, joint 16 = 0%, joint 2 = 0%, joint 5 = 0%,joint 14 = 0 % , joint 12 0%, joint 9 = 0%, joint 13 = 0% . joint 10 = 0%, joint 4 = 0%, joint 3 = 00, joint 7 = 04k, joint 8 = 0% 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 444 lb uplift at joint 1 and 501 to Uplift at joint 10. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Vial d.1191, P-111.1-1 and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE real - 1010312015 BEFORE USE, Design valid to, use only with Ki CouniOl-emi, This design is based only upon parameters shown and is for an indiwdual rulkarc ccmuponen` 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 judifuriped is to prevent buckling of Individual truss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to ore,ent collapse with possible Personal injury and property damage For general guidarce regarding the i low fabrication storage delivery, erection and bracing of trusses and truss syste- see ANS]ITP11 Quality Criteria, DSB-89 and SCSI Building Component 3904 Parke post Bovd Safety Information available from Truss Plate institute 218 In L- Street Suite 312 N-rfudra VA 22314 Tamp. FL 35610 Part; Sgt2572-rieasacora-C_3CAR 3G2572C 3G sA3 iHIP 1 7 M1Aid-Fianda Camber. Baaow. FC. 7.640 s Apr 19 2016 MiTek industnss !nc Wed Aug 16 09A322 2017 Wage 1 ID. fhretoHoJayU21iAd0k3Any3nGL. `1RN961bMziggAVPbCHfEnKX9k9ify' 3TBs j6ynKIZ 11 v-G ' --4 :(..- __.__- v 23-&-0- 30-0-0------___. _...___ 36-4-0 49 6-1< 5-9-4 5-2-12 6-4-01 6-4_0 6-4-0 6-4-0 5-2-12 5-5-4 1-010 Scale = 1:82.6 2x4 5x5 3x5 - 3xF, __ 3.5 :.. 5x5 4x5 - 16 25 26 15 27 28 14 29 30 13 31 32 12 4x5 - 3x5 =: 5x5 _- x8 5x5 - 3x5 -__ Plate,Of LOADING lost) SPACING- 2-0-0 CSI, DEFL- In loc) lidefi Lfd ( PLATES GRIP TCLL 200 Plate Grip DQL 1 25 TC 0.80 Vert(LL) -0.35 14 >999 240 MT20 244r190 TCDL 100 Lumber DOL 1,25 1BC 1.00 Vert(TL) -0.91 14-15 >614 180 BCLL 0.0 i Rep Stress lncr NO I VVfi 047 Morz(Ti.) 0.27 10 nla nia 6CDL 100 Code F=BC2014ATP12007 = (Matrix) Weight: 245 Ib FT 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc puffins. BOT CHORD 2x4 SP No 1 *Except* BOT CHORD Structural wood sheathing directly applied or 6-1-14 oc bracing_ 13-15 2x4 SP No 2D WEBS 2x4 SP No 3 REACTIONS. (fbfsize) 1=186710-7-8, 10=1948d0-7-8 Max Harz 1=-114(LC 10) Max Uplift 1-444(LC 12), 10-501(LC 12) FORCES, 0b) - Max_ Comp ,'Max. Ten - All forces 250 (to) or less except when shown. TOR CHORD 1-17=-3558?1157, 2-17=-3488f1168, 2-18-3341F1103, 3-18-3212`1121, 3- 19=-3509,'1219, 19-20=-3509?1219, 4-20=-3509f1219, 4-5=-396811363, 5-6=-396811363, 6- 7=-39680363, 7-21=-350611224, 21-22=-35061'1224, 8-22=-3506,'1224, 8- 23=-3201t1121, 9-23=-3330t1103, 9-24-349311168, 10-24=-354511153 BOT CHORD 1-16=-95413092, 16-25=-788,2805, 25-26-788Q805, 15-26-78812805. 15- 27=-104713680, 27-28=-104713680, 14-28=-104713680, 14-29-105273677, 29-30=-1052,3677, 13-30=-105213677, 13-31=- 796,'2800, 31-32=796A2800, 12-32=-79612800,10-12=-958t3078 WEBS 3-16=- 81f402, 4-14=-104t456, 5-14=- 3611183, 7-14=-108I458, 8-12=-761399, 4-15-725(284, 7-13=-726i286, 8-13-316J1133, 3-15=- 31011131 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Volt=14omph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCD[-=3Opsf. h=25ft, B=45ft, L=2411L eave=6ft, Cat_ 11, Exp B. Encl. GCp(=0.18, MWFRS (directional) and C-C Exterior( 2) 0-3-12 to 3-3-12. Intertor(1) 3-3-12 to 11-0-0. Exterior(2) 11-0-0 to 40-6-15, Interior(1) 40-6-15 to 48-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending 4) The Fabrication Tolerance at joint 1 = O %, joint 3 = 0%, joint 6 = 0 %, joint 8 = 0 %, joint 15 = O %, joint 16 = 01, joint 2 = 0 %, joint 14 = O %, joint 4 = 01%, joint 5 = 0%, Joint 7 = O%, joint 12 = 0%, joint 9 = 0 %, joint 13 = 0%, joint 10 = 0% 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 to 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 444 lb uplift at joint 1 and 501 Ib uplift at joint 10_ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verifyi delgn parameters and READ NOTES ON THIS AND INCLUDED &ftFEK REFERENCE PAGEftR11-7473 rev, 10103r`2015 BEFORE USE. Design valid for use only with Ms7.Ke connectors. This design is based only upon parameters shown, and is for an individuai building componentnot a truss sy t.m Betore use. the building designer most verity the QuAdat City of design parameters and operty incorporate this design into the overall building design bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temparay and permanent bracing s ahvays'equi ed for stability and to prevent collapse with possible personal iolury and property damage Poi general. guidance regarding the pflonsation_ starag,. delivery. erection and bracinq of trusses and truss systems. see ANSItTPl1 Quality Criteria, DSB-89 and BCSE Building Component 6904 cards East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sure 312- ArexandnaVA 22314. Tampa- FL 36610 Job Truss Truss Type Io y (Ply Park Sgt2572-Pensacola-C-3CAR 711848882 i PSi`x2572C3G A4 IHIP 1 h br @_f o -rpr?Dp_t42?tfpr oI'----------- Florida-------------- Lumber- Banow- FL. 7.640 s APr 19 201E Mi7ek Industries- fnc. Wed Aug '6 09.03 2" 2017 Page 1 IDG. PkQfIJDXD"afmGhvA, YzEy3nlsb-TexXJNc?kOyhnf_nm ATKxUlhY3thTODirBXFZynKfY 6- 9-4 1s-0-0 0-02 27-34 34 4 C4(r," __-__ 47-4-0 46-4-G 6-9-4 6-2-52 r-0-12 7-2-8 7-0-12 6 2 12 6-9-4 1-C-0 Scale - 1 82. 6 5x5 = 2.4 ( 3x6 -- 3x6 -- 5x5 3 19 4 6 20 7 4x6 = 16 15 23 14 24 13 2b 12 11 4x6 2x4 3X6 = 5x8 = 5x5 - 3x6 - 2x4 I Plate offsets14,o- 2-12 o-3-ot LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Itdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 i TIC 0-92 Vert(LL) -0-29 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.94 Vert(TL) -0.78 13-14 >722 180 BCLL 0-0 Rep Stress ]nor YES WB 0.53 Horz(Tt.) 0-29 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 I (Matrix) L - - -- -- --- - - ---- -- - --- = Weight- 256 lb FT = 20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2D *Except* TOP CHORD Structural wood sheathing directly applied 1-3 2x4 SP No 7-10. 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 ac bracing. BOT CHORD 2x4 SP No 2 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No 3 REACTIONS. (tbtsizel 1= 1867/0-7-8, 9=194810-7-8 Max Harz 1=-133( LC 10) Max uplift 1 =-444d- C 12), 9=-501(LC 12) FORCES. (Ib) - Max. Comp./ Max- Ten- - All forces 250 fib) or Tess except when shown. TOP CHORD 1-17-- 3587/1120, 2-17=-3520t1135, 2-18=3079/1022, 3-18=-298711043, 3-19=3286=`1170, 4-19=-3286/1170, 4 5-3296(1175, 5-6=-3296/1175, 6-20--329711178, 7-20--3297/1178, 7-21 =-2983/1 046, 8-21=-307411025, 8-22-3512/1136, 9-22=-3593,`11 17 BOT CHORD 1-16=- 922t3129, 15-16=-92213129, 15- 23-710/2694, 14-23=-710,12694, 14-24=-904=r3297, 13-24=-9041`3297,13-25=-718/2658,12-25=-71812658,11-12=-92513103, 9-11 --925/3103 WEBS 2-16®0t267, 2-15=-518,241, 3-15=- 81/449, 3-14= 286,969.4-14=453i239, 6-13=520f245, 7-13=-294/981, 7-12=-771444, 8-12=-5051236, 8- 11=0=/263 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=30psf, h=25ft, 13=4511; L=24ft eave=6ft, Cat. Il, Fop B, Encl., GCpi=O-18, MWFRS (directional) and C-C Exterior(2) 0- 3-12 to 3-3-12, Interior(1) 3-3-12 to 13-0-0, Exterior(2) 13-0-0 to 38-6-15, Interior(1) 38-6-15 to 48-4-0 zone,C- C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) The Fabrication Tolerance at joint 1 = 0%, joint 5 = 0%, joint 14 = 01b,, joint 2 = 0%, joint 16 = 01sy, joint 15 = 0%, joint 3 = 0%, joint 4 = 0%, joint 6 = 0%, joint 13 = 0%, joint 7 = 0%, joint 12 = 0%, joint 8 = 0%, joint 11 = 0%, joint 9 = Q 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 444 lb uplift at joint 1 and 501 Ib uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss- Printed copies Of this document are 9) Truss Is designed with, and confirms to the 2007 Florida Building Code wf2009supplementspnotconsideredsignedandsealedandthesignaturemustbeverifiedonanyelectronic copies ACkWARNING, Veiny design paramerers and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 10103/2015 BEFORE USE. Desig, valid for use only with MITek& connecto.s. This design is based only upon parameters shown- and Is to; an individual building- combonentnot a truss strop Before use. the lu Iding designer most ver f7 the a p dab I ty of design parameters and property rco orate tn,e design intolhe overall - batlding da tar B ac n ; indicaiee Io prevent suckling of n`t ttlual trus- web and?or chord members only. Aadr" ona'tempa ar3- and ,1e,,manent bracing Is always required for staled ly and to prevent conapse orth mt possible personal ury and property damage. For genera- guidance regarding the PMF04-1 fabrication- storage, dervery, era.d o and bracing of 1ruses and mass systems- see ANSItTPH Quality notarial, DS6-89 and BGSI Building Component 6904 Parke =ast BW Safety information avaiiabie from ?hiss Plate Instilute- 218 N. Lee Street- Surlo 312- Alexannna, VA 22314. - Tampa, FL 3661d Jcb Ilruss Ilruss type aSQ2572C-3G HIP M U Rona umber, Barlow. FL _.. 1-8- Axel -- 2 T a Park Sol 2572-Pensacola-C-_3CAR 1 T 11848873 7.540 s Apr ;9 2016 M i ek industries, Inc. Need Aug 16 09:0324 2017 Page 1 ID.tx_1zfE9_KiVVNAG6krOMVl Sy3msa-x`aVvW}cdliK4YPpYzK``-it90Tgy0tiQ?RMxVx5o7ynK!X 3-4-8 3-4-0 3x4 = 9 3 4x4 === 10 4 1 0 `) Scale = 1 35.8 4x6 = 3,,4 = 5x.3 - 3x6 GOADING (psf) SPACING- 2-0-0 iCSI. DEFL, in too) B`detl Ltd TCLL 20-0 Plate Grip DOL 125 TC 0,90 Vert(I-L) 0.09 7-8 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0-96 Vert(TL) 0.30 5-7 785 180 BCLL 0.0 ' Rep Stress Incr NO BW0.22 Horz(TL) 0.09 5 nIa n;'a BCDL 100 Code FBC2014tTP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No 1D'Except' 2- 4 2x4 SP No 2, 4-6 2x4 SP DSS BOT CHORD 2x4 SP No 2D WEBS 2x4 SP No 3 REACTIONS. ( Ib,size) 1=1615t0-7-8, 5=1679I0-7-8 Max Herz 1=-76(LC 6) Max Uplift 1=-594(1_C 8), 5=-638(LC 8) Max Grav 1=1812(LC 13), 5=1856(1_C 14) PLATES GRIP MT20 244t190 Weight. 88 It, FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 6-0-12 OF bracing. FORCES. ( lb) - Max Comp /Max_ Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 1-2=-3217t1157, 2-9=-2792l1062, 3-9=-279211062, 3-10=2848f1074, 4-10=-284811074, 4-5=-3263t1163 BOT CHORD 1-8=-918,` 2806, 7-8-1073f3035, 5-7=-944F2820 WEBS 2-8=-84'574, 3-8=-390r'227, 3-7=-3201190, 4-7=58/532 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design_ 2) Wind: ASCE 7-10. Vult=14Dmph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, 8=45ft, L=24fl. eave=6ft, Cat. II, 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) The Fabrication Tolerance at joint 1 = 0 %, joint 2 = 0%, joint 4 = 0%, joint 8 = 0%, joint 3 = 0 %, joint 7 = 0 %, joint 5 = 0 % 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.Opef 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 594 lb uplift at joint 1 and 638 a uplift at joint 5- 8) Girder carries hip end with 7-0-0 end setback 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 584 lb down and 297 lb up at 13-8-0. and 584 to down and 297 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B)_ 12) Truss is designed with. and confirms to the 2007 Florida Building Code wt2009 supplements. LOAD CASES) Standard 1) Dead = Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1- 2=-60, 2- 4-126(1`=-66), 4-6=-60, 1-5=-42(F-22) WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10.0312015 BEFORE USE. Desr9n valid for use only wau M eoF connectors This design is based only upon parameters shown. and is for an individual building component. not a truss System Before ue. the b ilc' a des dle must verity t e froh-bility o. dosrg parameters and properny ncorp—de. this 1 s gn ntc the overall o,mdtng des g .. B. ae rg nd ea'ed ,to pre-m b x.Ki _;^g olinbervidrial Kos woo and nord members only. Adcd onal rompo art slid permanent bracing is idways ios stability aid to prevent oh.pso ed, poss ote personal du,,, and property carnage. For ge erai qn,dance, regarding the fabricationstorage, detrvasp, did-fion and bracing of mosses and miss systems. see ANSIITPH Quality criteria, DSB-89 and Best Building Component Safety Informunucn available from Truss Plate instito e. 218 N Lee Street. Suite 312. Aiexandna. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East BIVU. Tampa. FL 36610 Job 1 Truss Truss Type tatty Piy Park Srp2572 :Pensacola-C_3CAR T118488833 PSQ2572C-30 IBI HIP i 1 7.640 s Apr 19 2016 M1Tek Industries, Inc. Wed Aug 1609.03.24 2017 Page 2 ID: tx_1 zfE 9_Ki WNAG6krgm WSy3m sa-xgVv Wtcd U K4YPpYz Kihit90i-gyOnO?RMxV x5o'yn KIX LOAD CASE(S) Standard Concentrated Loads (lb) Vert 2=-385(1`) 4=-385(E) WARNING - Verret deli gn parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE A}11-7477 rev. 1010312015 BEFORE USE. Design, valid for use only .,in Mi avP connectorsig . Thksdesnis based only upon parameters shown. and is for an Individual bu6dmg component. not a truss system Before usa. the building designer mus' verify the aposale lis, 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 perrnanenr tracing is always squired fer stability and to prevehl collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deliveryerection and Bracing of ruic-s and truss systems. see ANSI1TP11 Quality Gnterfa. DS"9 and SCSI Building Component ( 3904 Parke East Blvd. Safety Information available from Truss Plate Institute- 218 N. nee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610 PSC2572C-3G I Fuss type HIP Ply Park Sgi2572-Pensaeota-03CAR F11848884 Mid Florida Lumber. Bartow. H_ 7.640 s PAr 192016 Miler, industries, Inc. Wad Aug k6 09.03.24 2017 Page 1 ID to KiAMVAG6krgmWSy3rnsa-xgVvWjcdUK4YPpYzKihit9Od2yftpOOOMxVxSo?ynKIX A 4 `+ 4 _ .. 4-2-12 2-8-0 4-2---12 4 g.q _.._._ ._._._.__. .... 1-0-fi 4x4 4x4 3.4 = 3x4 — LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1.25 BOLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014fTPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 1=786/0-7-8, 6=870f0-7-8 Max Harz 1=-95(LC 10) Max Uphft 1=-186(LC 12), 6=-245(LC 12) 5x5 — 3x4 Scale = 1 36.6 CSE. DEFL. in Iac) j1delt Ltd PLATES GRIP TC 0.30 Vert(-L) -0-18 6-8 =999 240 MT20 244/190 SC 0-83 Vert(TL) -0.47 6-8 >501 180 WP 0.16 Horz(TL) 0-04 6 Ord We Matrix) i Weight 93 ib FT20% BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-0 do bracing FORCES. (1b) - Max. Comp.IMax Ten. -All forces 250 (Ib) or Tess except when shown. TOP CHORD 1-10=-1264t468, 2-10-1168/478, 2-3=10281398, 3-4=-8671386, 4-5=-10291384, 5-1 1=-1268i496, 6-11=-1304t486 BOT CHORD 1-9=-347i1062, 8-9=- 182f867, 6-8-378/1113 WEBS 3-9--69/268,4-8=- 54/287, 2-9=-263/208, 5-8=-3141223 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=4,2psfi BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave-6ft, Cat. !I; Exp B, Encl., GCpl=O.18, MWFRS ( dlreabonah and C-C Exteriol 0-7-12 to 3-7-12, Interiou l) 3-7-12 to 9-0-0, Exterior(2) 9-0-0 to 11-8-0, Interlor(1) 16-0- 11 to 21-8-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DO L=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 0 %, joint 3 = 0%. joint 4 = 0%, joint 9 = 0%, Joint 8 = 0%, joint 2 = 01'%, joint 5 = 0 %, joint 6 = 0 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-Oder 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 Ib uplift at joint 1 and 245 Ib uplift at joint 6. 8) ':Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 9) Truss Is designed with, and confirms to the 2007 Florida Building Code w12009 supplements Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNli Verify design parameters and READ NOTES ON THIS AND INCLUDED WEEK REFERENCE PAGE MR-7473 rev. 10103.2015 BEFORE USE. Deegr valid for use outy with Mi I pop Cohn —too, This design i_c based oily upon parameters snowy,, and rs for an individual building componew. not A hr— system Before use. the building d@.Sigtte€ must verify the a ieliCabtlity of design parameters and properly tncorporale this dievin into the overall building d s iln Bracing indicated is to prevent bucking of individual truss wcG andlor chord members only. Additional temporary and permanent bracing Per isW.ys required for stability and topreventcollapsewithpossiblepersonalinjuryandpropertydamage. For generaneg guidace raroing the tabneallon. storagedelivery, erecLon and bracing oftrussesand truss systems. see ANSIFN It Quality Corona. DSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Tnlss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA22314. Tampa, FL 36610 Park Sqr2572-Pensacola-C_3CAR 7118148885 10 Mid-Flionds, Lumber Rady, Fl- I FINK 5-9-11 10-0- C 4-2-5 Owl 7.640 s Apr 19 2016 MiTek Industries. It ID P_1zfE9 KiWNAG6krqmWSy3msa-Q,'3ik3dFFdCPII 4-2.5 6-1-11 Mr-no9SaV99UeKRvnKJVV 21-4-O Scale = 1 37.0 3x4 3,4 - dos LOADING dpsP SPACING- 2-0-0 CS1. TCLL 20,0 Plate Grip DOL 1.25 TC 046 TCDL 10.0 Lumber DOL 1 25 BC 085 BCLL 0.0 Rep Stress Incr NO We 0.23 BCDL 00 1 I Code FBC2014fTP12007 Matrix) DEFL. in (too) Well Lid PLATES GRIP Vert(LL) -019 5-7 >999 240 MT20 244/190 Vert(TL) -0,52 5-7 >459 180 Horz(TL) 004 5 n/a life LUIll BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 1 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (Ifosize) 1=78610-7-8, 5=870/0-7-8 Max Harz 1=-108(LC 10) Max Uplift 1 =-1 86(LC 12), 5=-245([_C 12) FORCES, (to) - Max Comp/Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-8=-1228/404, 2-8=-1155/417, 2-9=-956,1328, 3-9=-884/343, 3-10=-8841328, 4-1 O=- 956/314, 4-1 1=-1 199/410, 5-11 =-1252/394 BOT CHORD 1- 7--277/1026, 5-7=-288/1058 WEBS 2-7=- 3051205, 3-7=-178/593, 4-7=-337/215 Weight 88 to FT = 2 0 "Yo Structural wood sheathing directly applied or 4-7-10 oc curints Rigid ceiling directly applied or 10-0-0 Go 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, hf25ft, B=45ft, L=24111, eave=6ft, Cat 11, Exp B, Encl , G,Cpl= 0 18, MWFRS (directional) and C-C Exterior(2) 0-7-12 to 3-7-12, Intenor(l) 3-7-12 to 10-4-0, Exterior(2) 10-4-0 to 13-4-0 zone,C- C for members and forces & MW-FRS for reactions shown, LumberDOL=1.60 plate grip DOL=l 60 3) The Fabrication Tolerance at joint 1 = 0%, joint 3 = 0%, joint 7 = Oco,. joint 2 = 010, joint 4 = 0%, joint 5 = 0% 4) This truss has been designed for a 10.0 post bottom chord live load nonconcurrent with any other live loads 5) * This truss has been designed for a live load of 20 Dept 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 186 to uplift at joint 1 and 245 In Uplift at joint 5 7) "Semi -rigid borchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Ai WARNING , Verity denags, F. hannisbar, and READ NOTES ON THIS AND INCLUDED Ill REFERENCE PAGE 11,1114473 -, 10103,7015 BEFORE USE. Design valid for use, only with MiTeke connectors This design is based only upon parameters shown and is for an Individuat building component not a truss system 50- use the bnriffing designer must verity the dpplicdlborhof design parameters and properly incorporate this design into the overall build ng design Bracing indicated is to prevent buckling of i.indvanat truss web ariakhr chord members only. Additional renrinforary and permanent D,dc,,g s cedes applied to, klarility and to prevent collapse with possible personal injury and property damage For genera, guidance regarding the, Met fabrication storage delivery, erection and bracing of posses and truss systems see. ANSITI'll Quality Criteria, DSW89 and BQSI Building confloyarent 6904 Parke East Bsod Safety information available from Truss Plate Mention, 218 N. i oe. ShoO ruto 312 Alexandra. VA 22314 Tampa 1 36610 3G C1 Mid -Honda 2umher, Bartow. F2 1-G-u" Truss Type MONO HIP ly Park T 11848886 7.640 , Apr 19 2016 WlTek industries. Inc. ored Aug 16 090325 201 y Page 1 In xpQi6nQZRxbOgTv_6UbHcicy3in-,L-QO3lk3d FFdCP1y'9uPCxPMZfBMs59VJV99geKRynKIW 5-0-0 6-7-8 4x4 = Scale = 1.49.E 4x6 - 3 4 2x4 5 4D3 = LOADING (patt SPACING- 2-0-0 i CSi. TCLL 20.0 Plate Grip DOL 1.25 TG 0.86 TGDL 10-0 Lumber DOL 125 BG 0.51 BOLL 00 ' Rep Stress Incr NO WB 0.05 BCDL 10-0 Code FBC2014gP12007((Matrix) 5 t_ 12 -- 6-? 8 —7 DEFL. in (too) kdefl L/d j PLATES GRIP Vert(LL) 0-08 2-6 >999 240 MT20 2441190 VerhTL) -0.21 2-6 368 180 HorZ(TL) 0-00 5 n/a ma LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOTT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. Ob'slze) 2=419/0-3-8, 5=477/0-3-8 Max Herz 2=109(LC 8) Max Uplift 2=-120(LC 8), 5--204(LC 8) Max Gras 2=419(LG 1), 5=548(LC 13) FORCES. (lb) - Max Comp /Max- Ten- -rail forces 250 dbl or Less except when shown_ TOP CHORD 2-3=-255/43 Weight 29 Ib FT = 201 Structural wood sheathing directly applied at 6-0-0 oc purllns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10, Vuit=140mph (3-second gust) Vasd=108mph, TGDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=2411; eave=oft, Cat. It: Exp B. Fool , GCpi=O-18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water podding 3)This truss has been designed for a 10-0 psi bottom chard 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) One R7 4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 6) Girder carries hip end with 0-0-0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hangen s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 U down and 135 to 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(Si section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)_ Lumber Increase=1.25, Plate Increase-l_25 Uniform Loads (pit) Vert_ 2-5=-34(F=-14), 1-3=-60, 3-4=-101(F=-41) Concentrated Loads (lb) Vert- 3=-175(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - V-1p, dealer, parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERENCE PAGE 111 f 0f03,'2015 BEFORE USE. Design laid for use only with laT.es connectors This design is .;aced only upon parameters shown_ and is for an individual building component- not i a to c System Before use, the buiidnc; designer must verity the appiicabllity of design parameters and property incorporate Ilex design irno tite overall budding 0v,c,t. 5raang md'eated is [o preven, buckHnea- of i. d vWuae lass web anCtar chard members only. AeidAionai temporary and pertna teal hracing is always requires tar stability and to prevent colharse, wit, passible personal e,j r anal property damage. For general qua-ce regarding the i- - - tabncaUpn si0; a5ae delivery- erection and erasing of trusses and truss systems. see ANStiTPl1 Quality Criteria, DSB-89 and SCSI Building Component 5964 Parke East Blvd Safety Inforaration availabie, from Truss Plate Institute, 218 N '-as Speer, Suite 312, Alexandria_ VA 22314. Pampa, FL 366i9 I russ IIf use I yDe IUi P.,K Sq/2572-Pohs.c.1a C_3CAR oSQ2572C-3G NAnWhind-a Lumber. 7.640 s Apr 19 2016 MiTer, ind,istries Inc. Wva Aug 16 09.03 26 201- c.9e I ID l-7XPA_FnkeqN-,JrIIYL?2fy3msZ-uDogxPetOxKGe6iMR7KAya6O9ml8uyKfOpOCsLiyr)KIV 1-0-0 1_0_0 LOADING (psh SPACING- 2-0-0 CS1. TCLL 200 Plate Grip DOL 1.25 TC 007 TCDL 10,0 i Lumber DOL 1.25 BC 001 BOLL 0.0 i Rep Stress Incr YES WS 000 BCDL 10.0 1 Code FBC2014,TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 REACTIONS. (lb/size) 3=-9/Mechanical,2=137/0-7-8,4=9/MechanicaI Max Horz 2=41 (LC 12) Max UpIrft3=-9(LC 1), 2=-80(1_C 12) Max Grav 3=15(LC 12),2=137(LC 1), 4=19(1_C 3) FORCES (lb) - Max Comp,/Max Ten - All forces 250 0b) or less except when shown. Scale = 1 7 1 2x4 _- DEFL. in DEC) Udefl L/d PLATES GRIP Ved(LL) -0,00 2 >999 240 MT20 244/190 Vert(TL) -0,00 2 =999 180 HorztTL) -0,00 3 n/a ma Weight 5 In FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 Go purlins BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- (8) 1 ) Wind ASCE 7- 10 ' Vult=140mph (3-second gust) Vasd=108miph, TCDL=4.2psf, BCDL=3 Opsf ' h=25ft, B=45ft, L=2411, eave=6ft. Cat 11, Exp B, Encl., GCpi=0,18, MWFRS (directional) and C-C Exterior(2) zone.C-C for members and forces & MWFRS for reactions shown: Lumber D0L=1 60 plate grip D0L=1 60 2) The Fabrication Tolerance at joint 2 = 0% 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 grist 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 9 111 uplift at joint 3 and 80 lb uplift at joint 2, 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Veirib, atoned die—eq., and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 Per. 1010312015 BEFORE USE. Design valid for use only with WTCAE connectors This design is based only upon parameters shown, audit, for an individual holding componern not a b- system. Before use, the building designer most venfv the applicability of design parameters and property incorporate this design into the Overall building design. Bracing indicated IS W Prevent bU-Kllng of individual truss wen and or chord members only Additional temporary and permanent or acing is always required for stability and to prevent collapse with possible abooncu,niuA and property damage For general guidance regarding the I 19w fabrication storage delivery, election and bracing of trusses and truss systems. ANSIITP11 on ality Criteria. DS"9 and BCSI Building Component 6904 PaFKK, East BivO Safety Information available from Truss Plate Institute 218 N. Lee Street Suite. 312 Are.aridn. VA 22314 7ampe FL 36610 rUss I t russ type 1Uny ( Ply ; Park Sgr25722-Pensa oia-C_3CAR idA8688 C.J3 IJFK7K 24 7.W s Apr 19 2016 MfT€;k Industries, irc `VNed Ana 16 C9.01 2 ID pJ5oOKFOVt,yEdTQUrGsEbty3rnsY-uDdgxPetOxKGe6iMR7KAya60fmH 11-0-0 3-0-0 Scale = 1.12.3 2x4 =_ LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in so) ldefl Ltd PLATES GRIP TOLL 200 Plate Grip DOL 1 25 TC 010 Vert(LL) -0 00 2-4 o999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 BC 0.08 Ved(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Ho z(TL) -0-00 3 rich nta BCDL 10-0 Code FBC20141TP12007 Matrix) Weight 11 Ib FT = 20IX, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 on purlins BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied or 10-0-0 an bracing. REACTIONS. (Ibisizel 3=591Mechanical, 2=203/0-7-8, 4=261Mechanical Max Harz 2=74(LC 12) Max Uplift3--31(LC 12). 2=-82(LC 12) Max Gray 3=59(LC 17). 2=203(1_C 1), 4-53(1_C 3) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (Im or less except when shown NOTES- (8) 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4-2psf, BCDL=3-Opsf, h-251`1; B-45ft: L=24ft, eave=6ft. Cat II; Exp B. Encl GCpi=0-18. MWFRS (directional) and C-C Exterer(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone.GC for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip D0L=160 2) The Fabrication Tolerance at joint 2 = 0 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 fall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 3 and 82 Ib uplift at joint 2 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements, PrintedCopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design pararnefare and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 1411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with oi-rekt6 connerlms I his design e based only upon parameters shown. and is for an individual buBding component. not a truss system. Before use. the b i d ng designer n ast wordy the apploalbRy of design parameters he property 4ecorp—a this design into the o,erall dd iding deign. Brac q indi rba is to prevent noshing of ind .dua! nuns web and/or chord members only. Additional temporary and permanent bracing Re isalwaysrequiredforstabilyandtopreventcollapsewthpossiblepersonaleduryandpropertydamageForgeneralguidanceneg.ndbg the fabncato-on. storage. delivery- erection and bracing of trusses and truss systems. sea ANSI TPn Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BKd. Safety information available from Truss Plafe Instdua 218 N. Lee Street, 5uite `d12, Alexandra. VA 22314. Tampa FL 36610 PSQ2572C-3G Truss Type. TACK Ply Park Sq'2572,Pensacola-C_3CAR 18 1`11848889 6' 7 W s Ale, 19 2016 100 k Industries Inc. Wed Aug IC 09 03 27 2017 Page I ID PJ5oOKFQVvyEdTQUrGsEbty3msY-MPA29lfVnFS7GGHY7a.FPUne7AAaPdPao.dT91OKynKlU 111-0-0-----,---"--11-----,-,-------""---------- 5-0-0 1-0-0 5-4-0 2,,4, = yCardS -1 173 LOADING (fest) SPACING- 2-0-0 CSL DEFL. in too) Well Lid PLATES GRIP TCLL 200 Plate Grip DOL 1.25 1 TC 038 Vert(LL) -0.03 2-4 999 240 i far I zu 244,1190 TCDL 100 Lumber DOL 1,25 BC 026 VerbTL) -007 2-4 >809 ISO 3CLL 00 Rep Stress Incr YES W6 000 Horz(TL) 000 3 n/a n/ a BCDL 100 Code FBC2014/TP12007 Matrix) Weight 18 a FT 20'% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOTCHORD 2x4 SO No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=128/Mechanical,2=275/0-7-8,4=46/MechanicaI Max Harz 2=107(LC 12) Max Uplift 3=-72([_C 12), 2=-86(LC 12) Max Grav 3=128(LC 1), 2-275(LC 1), 4=93(1_C 3) FORCES. (to) - Max, Come ./Max, Ten - All forces 250 (lb) or less except when shown NOTES- (8) 1) Wind ASCE 7-10; Vult=140mph (3-second gust'i Vasd=108mph, TCDL=4 2psf. BCDL=3 Opsf: h=25ft, 6=45ft; L=24ft: eave=6ft, Cat 11, ExpB. Encl., GCpi=0 18, MWFRS (directional) and C-C Exterior(2)-1-0-0IC2-0-0, Interior l) 2-0-0 to 4-11-4 zone.C-C for members and forces & MWFRS for reactions shown, Lumber DOL=l 60 plate grip DOL=1,60 2) The Fabrication Tolerance at joint 2 = 0% 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 girderls) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 In uplift at joint 3 and 86 111 uplift at joint 2 7) "Semi -rigid prichbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity dodifir parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 me, 1010312015 BEFORE USE. a truss sysom Be.ford use the bukling designer mastenfy the lophoalbil,ty, ch cosign parameters and p1ropery,f1colornate this design nrc the hv.1.11 D karydes,go Bracing indicated is to prevem bucking of rid -anal truss web indior Chord members only Add,t onalle nparayan,-tonal ,,,Ac,ng Design valid for ore only with Mi—ewas connectors. This design is based only upon parameters shown ant; is fief an individual doodmg component. not is always requiredreedfo, shalrdlilyroalf,prevent st,drap-wan possible rv,sonai "hury and probodycamare, For genera! guidance regarding the Nex, fabrication, storage delivery, erection and bracing of trustees and truss systems. see ANSVITTI Quality Criteria, DS"9 and Best Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 1 Tampa Fir, 36610 1-ri tber. Truss Truss Type dDry IPly narkbr25.-Parsaccia-C_3CAR T1184S890 n1 K INCP^ST 15 1 i---- ..-------- --_LJJ7p RPfrgn-S_gatiQna---- avoid.. FL 7.640 s Apr 19 2Ji6 Mri"ok indestries. Inc. Wed Aug 16 09.03.27 2017 Fogel ID pJ5oOKFOVyyEdTQ2)rGsEbty3msY-MPA29lNnFS7GGHY7gFPUne9lAc0dPeod1900KynstU s-&p 6-7-@ t-0-C '1 8 0 2-11-5 Scale = 1.1.7.1 4.4 - 1 2x4 -- 3xe I';. Plate _Offsets (x.,Y)--_Z2 a 1- 9an------------------ --- --- - -- — LOADING (psf) SPACING- 2-0-0 CSl. DEFL. in loc) Ildefl Lr`d i PLAiES GRIP TCLL 200 Plate Grip DOL 1,25 TG 021 Vert(LL) 0.01 2-6 >999 24O MT20 244,119O TCDL 100 Lumber DOL 1 25 BC 0 14 Vert(TL) -0.02 2-6 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.06 Horz(TL) 000 5 n,'a nfa BCDL 10,0 Code FBC2014tTP 12007 Matrix) Weigh@: 28 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purtins_ BOT CHORD 2x4 SP No_2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No 3 1-6-3 REACTIONS. (lb/size) 2=334/0-3-8.5=25310-3-8 Max Harz 2=44(LC 11) Max Uphft2=- 115(LC 12L 5=-57(1_C 12) FORCES. (lb) - Max_ Comp,/Max- Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 2-7-309i145. 7-8-257f150, 3-8=-254l156, 3-4=-251{168, 4-5=-3091164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Windy ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rmph, TCDL=4 2psf, BCDL=3.Opsf; h=25ft, 6=45ft; L=24ft' eave=oft; Cat. 11, W Exp B; Encl_, GCp1=0 18, MFRS (directional) and CC Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 3-8-0, Exterior(2} 3-8-0 to 6-7-8 zone,C- C for members and forces & NIWFRS for reactions shown. Lumber DOL=1_FO 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jr(s) 2 and 5- This connection is for uplift only and does not consider lateral forces 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING Verity d gn in—on,len,aad READ NOTES ON THIS AND INCLUDED Ml7FK REFERENCE PAGE Mt! 7d73 re t R/03l2R75 BEFORE USE. Do.sg vat - to —se of iy wish MiTek`k connectors This design c basso only door, dwamctws shown and s is, ar indiv,final ur,rldthg component not a tr ss sysle n Beto e use. the b-rlIC S do.signs, t - 4i testy the apploalddry of design rararnshersana p oreriy incp crate this du gn rn o the overall L ichro des g 1 Bracing indicated rs to prevent buckling of ind ons, t=us web -cim, cho d members aoly Add tro kai emporary and permaneRl bracing ROOs aMays notadforFarmer, and toprevent collapse Min posside persona; injury and. property damage For genera? guidance regarding the fadncation. stnrage. delivery. erection and braving of trusses and truss systems, see ANSi1TPl1 Quality Criteria, DSB-$9 and BCSI Building Component 69 04 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street suite 312. Alexandra_ VA 22314. Tampa. FL 36610 Job Truss Truss Type ;ox (Piy ,, Park Sg2572-Pensacoia-C_3CAR T11848891 PSQ2572C.3G ll D2 iK€NGPOS- 12 t Mid-Floritla Lumber E3anow, FL. 7 Fi4p s Apr 19 2016 MiTek Industries, Inc. Wed Aug 16 09-0326 2017 Page i ID pJ5oOKFQVyyEdTQUrGsEbty3msY-gbkOM5f7YYa_uQskZYme'?BKhZyJMrpys6vlxmynK!T 1-0-0 10-0 3-8-0 3-8-0 1 Ca-0 Scale = 1 17.8 4x4 =: 2x4 = 2x4 = 7-4-0 3.8_0 3-8-C LOADING (psf) SPACING- 2-0-0 CSl. DEFL. in loot Ildeil Lld PLATES GRIP TOLL 20.0 ( Plate Grip DOL 1.25 TC o.20 Vert(LL) -0.01 2-6 >999 240 MT20 244f190 TCDL 100 Lumber DOL 125 BC 0.16 Vert(TL) -0.02 2-6 =999 180 BGLL 00 ' Rep Stress Incr YES WB Q07 Ho z(TL} O.QO 4 n/a nla BCDL 10.0 Code FBC2014,'TP12007 Matrix) Weight 29 lb FT = 201% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Berlins. BOT CHORD 2x4 SP No.2 BOT CHORRD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=35010-3-8.4=35010-3-8 Max Harz 2=-45(LC 10) Max Upltft2=-115(LC 12), 4=-115(LC 12) FORCES. (Ib) - Max. Comp.IMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-345i129, 7-8=-293135, 3-8=-290f140, 3-9=-290t140, 9-10=-2931135, 4-10e-345t`129 BOT CHORD 2-6=-291256. 4-6=-291256 NOTES- 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=3.0psf, 1--25ft, B=45ft, L=24ft; eave=oft, Cat. !I; Exp B, Encl_, GCpi= 0.18, MWFRS (directional) and C-C Exterfor(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 3-8-0, Extenor(2) 3-8-0 to 6-8-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=160 plate grip D0L=1.60 3) This truss has been designed for a 10,0 pet bottom chord live load nonconcurrent with any other live loads. 4) ° This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at )t(s) 2 and 4_ This connection Is for uplift only and does not consider lateral forces. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design parameters and REAM NOTES ON THIS AND INCLUDED M(TEK REFERENCE FAGS Prtl!-7673 rev. 90f03!?01b BEFORE USE. ' D@Sign valid for use only with MI`=eks C6nnECtorS. This deslg, is Dasec only upon parameters shown, and is for an individual building component. not l a truss system. Befene rise the b-' d og desSme., most f rah the, apphcab 1 tf of design parameters and properly nom ooate this desagn mo ne overall building desrgc. Bracing indicated is to poverc buckling of no! Dual truss at, andioi chord membefs only. Addfl ona= temporary and permanent bracing c Is always required for stability and to prevent collapse with possible persons rawy and property damage. For general guidance regarding the F fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPi1 Quality Creterta, DSB-89 and SCSI Building Component 6904 Parke East Brvd_ Safety Information available from Truss Diane Institute_ 218 N. Lee Street. Suite 312 Alexandria- VA 22314. Tampa_ rL 36610 Park Sg2572-Pensacaa-C_3CAR T1?848892 PSQ2572C-3G NIP Mel-Flonda Lumber, Bartow, FL 7.640 s Apr 19 2016 Mnek industries, Inc. Wed Aug 16 09.03:28 2017 Page 1 ID. p,f SoOKF OVyyE dTQUrGsEbty3msY-gbkQM5f7YYa_uQ skZYme1 ?BMC ZyRMsHys6vlxmynKIT 1-0-0 3-0-G 4-4-0 7-4-0 8-4-0 Scale = 1 18.1 4i 4x4 = 4x4 = 2,,14 = 2x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20-0 Plate Grip DOL 1.25 TCDL 10-0 Lumber DOL 1-25 BCLL 0.0 " Rep Stress incr NO BCDL 10.0 Code FBC2014.7P12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 VVEBS 2x4 SP No 3 REACTIONS. fib/size) 2=41510-3-8, 5=415,10-3-8 Max Harz 2=-38(LC 6) Max Uplift 2=-152(LC 8), 5=-152(LC 8) CS(. DEFL. in too) idefl Lid PLATES GRiP TC 0.10 Vert(LL) 0.01 S -999 240 MT20 244f190 BC 0,15 1 Vert{TL) -0,02 2-8 >999 180 WB 0-04 Horz(TL) 0.01 5 n/a nia Matrix) Weight- 30 Ib FT = 20l BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0-0 no bracing, FORCES. (lb) - Max_ Comp?Max_ Ten_ - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=-514,`150. 3-4=-425i147, 4-5=-514?150 BOT CHORD 2-8-8511434. 7-8=-84,/438, 5-7=-86{432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind_ ASCE 7-10. Vuft=140fnph (3-second gust) Vasd=108mph, TCDL-4-2psf, BCDL=3-grist, h=25ft, B=45ft, L=24ft, eave=oft, Cat- il; 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 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5- This connection is for uplift only and does not consider lateral forces. 7) Girder carries hip end with 3-0-0 end setback- 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 35 Ib up at 4-4-0, and 68 Ile down and 35 Ib up at 3-0-0 on top chord- The des igniselection of such connection device(s) is the responsibility of others. 101 In the LOAD CASES) section. loads applied to the face of the truss are noted as front (F) or back (B)_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert- 1-3-60, 3-4=-71(F=-11), 4-6=-60.2-5=-24(F=-4) Concentrated Loads (to) Vert- 3--45(1`) 4--45(F! Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING parity d rgn pt sarid READ NOTES ON THIS AND INCLUDED At 7EM REFERENCE PAGE t411.7. T3 rev1010312015 BEFORE USE. Des: gt a r fa. se o iv with MiTekN- co. nett s - h s des an s based only pon parameters shown and is for a r rid -dual buil6rig component not a trus vstem Befo e se. the e lm «dk,vn r mr st verify pit, ppinc.lb,fity of desigc parameters and properly gin- orporate this design mto the overa0 buifdi m4 design. Bracing indicated !s to proven DUCKLng or ndividuai truss eb andta chord members only. Addition al temporary and permanent bracing is always required for stability and to prevent collapse wHh possible personal injury and property damage. For genera- guidance regarding the fabrication storage, delivery, erection and b hoing of trusses and truss systems, are 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- Alexand- VA22314 Tampa, F, 3661d, Job yee Park Sqi2572-Pensacola-CKAR T11C,48893 PS02572C-3G Mid-Fimida Lumber Barlow, FL 7.640 a Apr 19 2016 MiTek Industries Inc oved Aug 16 09 03 29 2017 Deco 1 ID lVfAbgG2GF45Ed?hPzNT74y3msX-inloaQgtJsirVaRx7FHtaCkO2z6G5AS54mesTCynKIS 1 -0-0 -4 7-0-0 1 15_7-5 -8-4 -2-11-0 - -4 7- -4 ............. . ...... 19 - ---------------- 26 -ift 1-0-0 3-9-4 3-2-12 4-0-15 4-G,6 4-0-15 3-2-12 3-9-4 1-0-0 Scars llur'!' 4x4 - 3x4 - 5 14 3x4 = 4x4 156 7 13 I 4x6 58 MT20H5 = 4X6 3x8 3XS LOADING ( psf) SPACING- 2-0-0 CS1. TCLL 200 Plate Grip DOL 125 TC 067 TCDL too Lumber DOL 1,25 BC 094 BCLL 00 Rep Stress Incr NO VVIB 0,64 BCDL FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 2x4 Sid No.2 BOT CHORD 2x4 SP No -1 WEBS 2x4 SP lko.3 REACTIONS, ( le/sce) 2=2268/0-3-8, 9=2268/0-3-8 Max Herz 2=-77(1_C 6) Max Uplift 2=-849(LC 8), 9=-849(LC 8) Max Grav 2=2500(LC 13), 9--2500(LC 14) DEFL. in (loc) raefl Ltd PLATES GRIP Ved([_ L) 0,25 12 >999 240 MT20 244/190 VerhTL', - 056 12-13 >568 180 MT20HS 187/143 Horz( TL) 0 19 9 n/a n/a Weight: 133 Ily FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-8 Do purlins, BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing FORCES. ( to) - Max, Comp./Max Ten - All forces 250 (o) or less except when shown - TOP CHORD 2-3=-4740/1 672, 3-4=-4624/1660, 4-5=-416411522, 5-14=-5086/1858, 14-15=-5086/1858, 6- 15=-508611858, 6-7--4164/1522, 7-8=-4624/1660, 8-9=-4740/1672 BOT CHORD 2-13=-1410/4209, 12-13=-173915037, 11-12=-1739/5018, 9-1 1=-1410/4152 WEBS 4-13=-250/1105, 5-13=-1179/484, 6-1 1=-1 1791,184, 7-11-250/1105 NOTES- (13) 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=25ft, B=45ft, L=24ftl eavevuIft, Cat 11, Exis B, End , GCpr=0.18, MVVFRS (directional): Lumber DOL=l 60 plate grip DOL=l 60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated 5) The Fabrication Tolerance at joint 4 = 0%, joint 7 = 01V, joint 2 = 01%, joint 12 = Oco, joint 13 = 0%, joint 3 = 0%, joint 5 = 0%, joint 6 0%, joint 11 = 0%, joint 8 = 0%, joint 9 = 01/6 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 Dearing plate capable of withstanding 849 lb uplift at joint 2 and 849 to uplift at joint 9, 9) Girder carries hip end with 7-0-0 end setback 10) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 584 lb down and 297 lb Lip at 19-8- 4, and 584 Its down and 297 to up at 7-0-0 on top chord The design/selection of such connection device(s) is the responsibility of others 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 13) 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 d& WARNING , gravity ca-igo pa ar .tars and READ NOTES ON THIS AND INCLUDED NITTEK REFERENCE PAGE 1011-7473 me 1010312015 BEFORE USE, Design valid for use only with NO eve connection, 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 app"adity, of design parameters and properly incorporate this design into the., overat building design. Bracing indicated is to prevent bricOrng of individual truss wel, ancPar chord members only. Aldifionallemponarry and paunarent bracing is always required for stability and to prevent collapse witn possible dwsonal mufy and properly damage. For general guidance regarding the fabrication- storage delivery erection and bracing of trusses and truss systems ebo ANSITPH Quality Criteria, DSB-89 and Rost Building Component Safety Information availatse from Truss Plate institute- 218 N. L" Street Suite 312 Aoxandria VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parre, Pax! Blvd Tampa FL 36610 one Ply I Park T11848893 MM LOAD CASE(S) Standard Uniform Loads (plf) Veil :1-4--60,4-7=-131(F=-71),7-10=-60, 2-9=-44(F=-24) Concentrated Loads (lb) Vert-385(F)7--385(F) L440 S Apr 19 2016 Mii ek Industries, Inc. Wed Aug 16 09.03 29 2017 Page 2 ID9VfAbgG2GF45Ed?nPzNl?4y3msX-inloaQgiJsirVaRx7FHtaCkO?-z6G5A854mesTCynKIS WARNING - V¢xrfy r/estgre parameters and READ NOTES ON THIS AND INCLUDED A?/TEK REFERENCE PAGE ft4tt-7473 rev. 10103/2016 BEFORE USE. Design valid for use only with M(Teke, connectors. This design is based only upon parameters shown. and is for an individual building component, not a twss system BeforeTice 9,P, bud c des pner must ver fy the apinh-b ky, of design parameters and proper`y ricorRn afe this tlesign into the avarah budding da s q t. Brae rg d—red s to prevent buckling of id v d a, truss -eb `ind/or chord man oe only Add t ona3 temporary and pe—nent orscing is atPROW way, requ red for staoli,y and t_ prevent collapse with pa sib7e personal ntr.er and property damace. kas gen©rat noidanee regarding the fabricai o - cm— e. Uei!very. erection and bracing ct trusses a 7d truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 ParRe Ean Blvd. Safety Information available from Truss Prate institute, 218 h. Lee Slreet. Suite 312, Alexandria. VA 22314 Tampa,. FL, 36610 Job Truss 'Truss Type 'Qty 'ply Parh Su/2572-Pensaco,a C3CAR Tii343H4 IPSQ2572C 3G ;E2 fHIP '2 i4Q. ___. ... 4 t_obR afl f yp., tI n Y Mid -Florida lumber, Bartow. FL- 7.640 c Apr 19 2016 MiTek Induard- Inc. Wed Aug 16 09.G330 2017 Page I ID.lVfAbgG2GF45Ed?hPzNT74y3msX-m_sBnmhO4Agt7k07gzo66QGfiN4Nggk5FJQOP?€ynKIR 17-8-4 _._-._.._.-e 21 11-t1 _ 26 & 4 _E 4 1-0-0 4-9-4 4-2-12 4-4-2 4-4-2 4-2-12 4-9-4 110.0 Scale. 114' = 5x5 =-- ix4 4 14 5 15 6 3x4 = 3x4 = 11 3.4 = 3x4 =. 5x8 4- 4-13 6 ^1 5 Plate_Offsets XY1 14 0-2-8 0- 24J, (6:0 2 8 02,_4j j11 0_4=4.0 3 01- . LOADING (psf ( SPACING- 2-0-0 CSI. DEFL. in (too) Itdefl Lid PLATES GRIP TCLL 200 1 Plate Grip DOL 25 TO 0,29 Vert(ILL) 0.08 11 a999 240 MT20 244/190 TCDL 10.0 Lumber DOL 425 BC 0.66 Vert(TL) 0-22 11-12 >999 180 F3CLL 0.0 ' Rep Stress Incr NO W3 0.14 Horz(TL) 0.08 8 We nta BCDL 10-0 Code FBC2014r7P12007 (Matrix) Weight. 134 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibtsize) 2=1125/0-3-8, 8=1125J0-3-8 Max Harz 2=960LC 11) Max Uplift2=-300(LC 12), 8=-300(LC 12) FORCES. (Ib) - Max. Comp./Max Ten- - All forces 250 (to) or less except when shown - TOP CHORD 2-13=19461668, 3-13=-18911679, 3-4=-1751I639, 4-14=-15571614, 5-14=-1 5561614, 5-15=-1556f614, 6-15=-1557(614, 6-7=-1751/639, 7-16=-1891/679, 8-16=-1 9461668 BOT CHORD 2-12-536/1675, 11-12=-360/ 1364, 10-11=366t1364, 8-10-542/1675 WEBS 4-12=-105/377, r11=-105/366, 5- 11=-287/156, 6-11 =- 105/366, 6-1 0=- 105/377 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design- 2) Windy A,SCE 7-10, Vult=140mph (3- second gust) Vasd=108mph, TCDL=42psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave-oft, Cat- 11, Exp B, Encl.. GCpt=0-18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 22-0-5, Interior(1) 22-0-5 to 27-8-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1-60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding- 4) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 2 = 0 f, joint 12 = 0%, joint 3 = 0%, joint 11 = 0%, joint 5 = 0%, joint 10 = 0%, joint 7= 01%, joint 8= 0% 5) This truss has been designed for a 100 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed foe 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 mermbera- 7) Provide mechanical connection iby others) of truss to bearing plate capable of withstanding 300 to uplift at joint 2 and 300 to uplift at joint 8- 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A'Jg WARNING - Verity daslga p- amv[ars and READNOTES ON THIS AND INCLUDED A11TEK REFERENCE PAGE R911-7473 in v. 1010312015 BEFORE USE. Design -valid for use only with MiTeke connactors. This design is based only .,on parameters shown. and is for an individual building component not Maxs system Befof e use, the buildng designer must verifytheapplicabilitycfdesignparametersandproperlyincorporatethisdesignintotheoverallbuikangdesign. Braeine rndlcated is to prevon b reklinq cf d v hu`:'- truss wet> and/or chord members only. Additional temporary and permanent bracing st is always required for abllare y and to preventcollapsewithpossiblepersonal injury andpropertydamage. For general guida nce regarding the - fabrieallon, storage, delivery. erection and bracing of trusses and truss systems, see ANSIThrul 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 Alexandna. VA 22314.i Tampa, FL 36610 Ply Park-Sq,r2572-Pensaco;a-C_3CAR T11848895 G jE3 MidFundsLumber. Barlow. FL. 7.640 s Apr 19 2016 MTek Industries_ Inc. Wed Aug 16 09 03.30 2017 Page I ID ntiDYpOHg1ZCysnatzguigly3ms4,V-rri_sBnmh04Agi7kO7gzo66QGdkNYGgh;FJ(20P'>fynKIR 1_ G G___..___..... `. _4. }--_17-' 1 15-5_4 2011-0 26-8-4 --8-4: 1-0 0 5-9-4 5-2-12 4-8-4 5-2-12 5-9-4 1_. G-G ' Scale. 174' = l' 4x4 16 4x8 =' 175 3,, 4 = 1:5 12 in 9 3x4 = 1.5x4 II 3X8 = 3x4 - 3x4 = 1.5x4 LOADING (psi) SPACING- 2-0-0 TOLL 2010 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1.25 BCLL 0. 0 ' Rep Stress Incr NO BCDL 10. 0 Code FBC2014I PI2007 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 Sri No 2 WEBS 2x4 SP No.3 REACTIONS. (Ib' size) 2=112510-3-8, 7=1125/0-3-8 Max Harz 2=-115(LC 10) Max Uphf[ 2=-300(LC 12), 7=-300(1-C 12) CBI. DEFL. in loc) deft Lid PLATES GRIP TO 0. 42 Vert(LL) -0,07 10 >999 240 1 I MT202441190 BC 0, 57 Vert(TL) -0,20 9-10 >999 180 We 0. 36 Horz(TL) 0,09 7 not me Matrix) Weight_ 138 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. FORCES. (to) - Max. Comp.FMax, 'Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2-14=-1939f619, 3-14=-1870/633, 3-15=-1445/521, 4-15=-1366f539, 4-16=-1230f533, 16-17- 1230/533, 5-17=-1230f533, 5-18=1366/539, 6-18-1444/521, 6-19=-1870/633, 7-19=- 1940/619 BOT CHORD 2-13=-487?1659, 12-13=-48711659, 11-12-29511229, 10-11=-29511229, 9-10=-493t1659, 9=-493t1659 WEBS 3-12=-5031228, 4-12=-90?368, 5-10=- 81F368, 6-10=-504t228 NOTES- (9) 1) Unbalanced roof live toads have been considered for this design_ 2) Wind_ ASCE 7-10, Vult='i40mph (3-second gust) Vasd=108mph, TCDL=4. 2psf, BCDL=3.Opsr h=25ft, B=45ft, L=24ft, eave=6ft, Cat. II; Exp B. Encl , GCpi=0.18, MWFRS (directionall and C-C Exterior(2) -1- 0-0 to 2-0-0, Interlor(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 19,11-3, Interlor(1) 19-11-3 to 27-8-4 zone,C- C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending_ 4) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0 %, joint 2 = 0%, Joint 11 = 01h, joint 3 = 0%, joint 13 = 01Y, Joint 12 = 0%, joint 10 = 01X,, joint 6= 01Y, joint 9= 0%, joint 7= 0 51 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 fait 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 300 Ib uplift at joint 2 and 300 lb uplift at joint 7. 8) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss_ 9) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements_ Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - VaMfy des7gn parsrn arts- and READ NOTES 4N THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev, 10103F2015 BEFORE USE. Design valid for use only In MiTekv connectors. This C-sr is based only upon parameters Shover,, ane is for an ndivtdual durldi,iq component, not a truss system Eafore use. the ri Nino, aesg ar must verily the applicability of design parameters and properly incorporate this design into the overall building design Bracing Indicated is to prevent buckling of indivdual truss web aud,o, cho,1 menndarshrilly Addit,ona(iemporary and permanent bracing x 4 is always required for statihly and to prevent collapse wrIh possible personal into" and propertydamage. For general guidance regarding the R fabrication. storagedeliveryerection and bracing of trusses and truss systems, see ANSUTPIS Quality Criteria, DSB- 89 and OCSI Building Component ( 6904 Parke East B vC. Safety InfonTardon ava0rdele from. 7urs,, I°late institute, 218 N Lee Street_ Suite 312. Alexarena, VA 22314. Tampa. FL 36610 PS02572C-3G IE4 Mid -Florida Lumber Borrow FIL 1-0-0 Pen, Sir2572-Pensacola-CKAR 111848896 7.640 s Apt 19 2016 Slit al, industries inc Wed Aug 16 09 03 31 201, Page. I in miDYpOflglZCysriatzguigly3?sW-EAQZ_6iOrTyZItb,JEgJLfdpkcnnOZAsOY47yX5ynKIO 6,4-13 6-11-5 1-0-0 Seale. V4 = 1 3s4 = 5x6 --- 3x4 3x4 -- LOADING (psi i SPACING- 2-0-0 Csk TCLL 20,0 Plate Grip DOL 1,25 TC 067 TCDL 1010 Lumber DOL 1 25 SO 0,96 BCLL 00 Rep Stress Incr NO W6 024 BCDL 100 Code FBC2014/TP12007 Matrix) DEFL, in (Ioc) I/defl L/B PLATES GRIP Vert(LL) -0.22 8-9 >999 240 MT20 244/190 Vert(TL) -0.51 6-8 1620 180 Horz(TL) 008 6 did n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No,2 BOT CHORD WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=1125/0-3-8,6=1125/0-3-8 Max Horz 2=-137(LC 10) Max Uplift 2=-300(LC 12), 6=-300(LC 12) FORCES. (to) - Max Comp /Max Ten. - All forces 250 raj or less except when Shown TOP CHORD 2-12=-1836!529, 3-12=-1 778/548, 3-13=-1 632/532, 4-13>15331550, 4-14=-1533!550, 5-14=- 16321532, 5-15=-1778/548,6-15=-1836/529 BOT CHORD 2-9=-388/1594,9-10=-174/1042, 10-11=-174,'1042,8-11=-17411042, 6-8=403/1580 WEBS 3- 9=-399/244,4-9183h672, 4-8=-183/672, 5-8=-399/244 Weight 122 In FT = 20% Structural wood sheathing directly applied or 3-6-3 oc purlins Rigid ceiling directly applied or 9-2-13 oc bracing NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 21) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108ri TCDL=4.2psf, BCDL=3.Dpsf ' h=25ft' 6=45ft, L=24ft: eave=6ft, Cat. 11, Exp B: Encl_ GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 13-4-2, Exterior(2) 13-4-2 to 16-4-2 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL,=l 60 plate grip D0L=1 60 3) The Fabrication Tolerance at joint 2 = 0%,joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%, joint 6 = 0% 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 hearing plate capable of withstanding 300 IS uplift at joint 2 and 300 lb Uplift at joint 6. 7) " Serni-rigid prichbreaks including heels" Member end fixity model was used in the analysts and design of this truss 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARP41NG , Verde deal go Parabola- and READ NOTES ON THIS AND INCLUDED all REFERENCE PAGE MHJ473 rev, 1010312015 BEFORE USE, Design valid for .,,. only MI, ot,"Telve pomueoro,s This design is based only upon parameters shown and is !or an individual building compo-r! net a truss system Brief- -b the bu,ldinq designer mosi vents the applicelodtly of dePign parameters and properly iicy rposte the d-9, into hoo. -soli building design. Bracog,rideonvel is toprevont bu,,khrri of inalveluai truss web and/or chord members only Additional temporary and Pormalion! bracing b always m-ned fon stability and to present collapse withd-ible. po.fsodal tuinly and property damage abrication storage deh-P, wo-cuou and bracing of busses and truss systems see ANSUTPH Quality Criteria. DSB-89 and BGS1 Building Component Soda Panne nthd Blvd. Safety information available fumn Truss Plate institute 218 N. Lee Street Sure, 312 Aiexandna VA 22314 i Tam, FL 36610 Job Ilmiss Ilruss type Ioty Ply 1Park Sq/2572-Pensacola-C_3GAR T11848897 j PSC.572C-3C E_n FINK i7 e _- C._.vJ Mid -Florida Lumber. Bartow. F_ 640 s Apr 19 2CI6 MiTek Indust -es. in, Wed Aug 16 09 A, 32 20t7 Pace 1 to miDYpOHg',2C:ysnatzguigty3msy`d-jM_xCSiecn4QM1ATVoNraBrMvLB6dld5XmktWAXynKIP 19-H=5 t._.___ cC _ _ 27-E3_ a, 3 h 6-4, 1, 3 6 4....y 6-11-5-1-rJ-0 Scale = 1 47.1 4x4 -_ 4 3x4 - 3x4 _- 5x6 = 3x4 LOADING (psf) SPACING- 2-0-0 i CsL TCLL 20.0 Plate Grip COL 1 25 i TO 0.67 TCDL 10,0 Lumber DOL 1 25i Sic 0,96 QCLL 00 Rep Stress Incr NO WB 0,24 BCDL 100 Code FBC20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (ibtsize) 2=1125/0-3-8, 6=1125/0-3-8 Max Holz 2=-137(LC 10) Max Uphft2=-300(1_C 12), 6=-300(LC 12) DEFL. in Qoc) I/defl L/d PLATES GRIP Vert(LL) -0 22 8-9 >999 240 MT20 2441190 Vert(TL) -0.51 6-8 =620 180 HOrz(TL) 0.08 6 ma We Weight: 122 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-13 oe bracing. FORCES. 0b) - Max Comp /Max_ Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-183W529, 3-12=-1778t548. 3-13=-1632/532, 4-13=-1533/550, 4-14=-1533/550, 5- 14=-1632 532, 5-15=-1778/548, 6-15=-1836/529 BOT CHORD 2-9=-388/1594, 9-1 0=-1 74,11042, 10-11=-174/1042, 8-11=-174/1042, 6-8=-403/1580 Ve' EBS 3-9=-399;244, 4-9=-1831r`672, 4-8--1831672, 5-8-399t244 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=4.2psr BCDL=3_Opsf, h=25ft, B=45ft, L=24ft, eave=6ft, Cat. 11, Exp B. Encl , GCpi=0. 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-4-2, Exterior(2) 13-4-2 to 16-4-2 zone,C- C for members and forces & MWFRS for reactions shown, Lumber DfOL-1 60 plate grip COL=1 60 3) The Fabrication Tolerance at joint 2 = 0 f , joint 4 = 0 F , joint 9 = 0°f , joint 3 = 01l, joint 8 = Q %, joint 5 = Q l , joint 6 = 0 e 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. 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 300 to uplift at joint 6_ 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. r> 6 Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies WARNING - ar rlfy design pavamo lms and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mth7473 rev_ 10103/2015 BEFORE USE. Design of c for use only' w¢C M.?eke connectors This design is based only upoit parameters shown. and is for an individual buu ding component. not a truss system. Before use. the buadmg desrgne- .-a! venF the applicability of design parameters and propery hCorporate this des gn illotho ovecatl building des .n Brac q ndtCated s to prevent buckling of indiv d al buss web and.0r chord members only Additional temporary and p unanont bracing rs always recrired for , tabiltty and to prevent caliapse with poaaibte personal injury and property damage For gene at guidance regarding the mew, faloncat or sioraaed efy. erecli-- and brac,ng of trusses and truss systems. see ANSIITPn Quality Criteria, DS6-89 and BCSI Building Component 6904 Parke Easy Blvd Safety Information avalable from Truss Plate Institute, 218 N. Lee S(rae,, Suite 312, Aiezandna. VA 22314 Tampa. FL 36610 Truss ITruss Type !Qty Ply ' Park Sgt2572-Pensacola-G 3CAR j T11848898 G- 3G IE7 IHIP t i mda Lumber. Bartow, F2. 7 640 s Apr 19 2016 Mi`ek industries. Inc. Wed Aug 16 0903.32 2017 Page 1 ID.EunwOMllotKpUx93XOPxDVy3msV- jM_xCSia„n4QM1AWoNra6rMvfBAUISGXmktbIV4XynKIP 31-4 3-GQ 1"-:r5 't5-4-'15 19 r3 4 2 9-0 i 26-8 4 n7-S-4 1-0-0 3 1-4 3-0- 12 4-3-5 4-1-9 4 3 5 3 Q 12 3 11-4 1-0-0 Scale. '1,`4"=" 5x5 — = 6x8 IVI -- 3x4 1x4 ll 4 5 6 7 3 12 3x5 = gx4 = 3xiG7x6 = 3x& _= 10x10 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL LOADING (psf) SPACING- 2-0-0 I CSL DEFL. in ( Ioc) Ifdeft Lid TGLL 20.0 Plate Grip DOL 1,25 TC 0.65 Vert(-L) 0.18 11-12 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.72 Vert(TL) 0.46 11-12 685 180 BCLL 0-0 * Rep Stress Incr NO AB 0 93 Horz(TL) 0,11 9 n,=`a nla BCDL 10.0 Code FBC2014fTP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No 2 *Except* BOT CHORD 9-13, 2x6 SP No_1 WEBS 2x4 SP No.3 *Except* 4-13,7- 12. 2x4 SP No.2 REACTIONS. (lb/size) 2=157410-3-8, 9=282410-3-8 Max Harz 2=- 77(1-C 6) Max Uplift2a-407( LC 8), 9=815(LC 5) FORCES. (e) - Max- comp ,`Max- Ten- - All forces 250 (G) or less except when shown. TOP CHORD 2- 3=29911711, 3-4=-28471698, 4-5=-3411(931, 5-6=-3942I1127, 6-7=-394311127, 7-8=-5528r`1684, 8-9=-5668l1673 PLATES GRIP MT20 244t` 190 MT20HS 1871143 Weight 157 Ib FT = 20 /> Structural wood sheathing directly applied or 2-0-11 on purlins. Structural wood sheathing directly applied or 6-6-10 oc bracing_ BOT CHORD 2-14= 57312616, 13-14=558f2432, 12-13=-841,r3411, 11-12=-1156/4047, 9-11=-1444t4997 WEBS 4-14=-271284, 5-13=732f257- 5-12=-293f747, 7-11=-812/2446, 4-13=-364,'1319 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design_ 2) Wind ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf: BCDL=3.Opsf, h=25ft; B=45ft: L=24ft, eave=6ft, Cat- €1, 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) All plates are MT20 plates unless otherwise indicated 5)This truss has been designer) 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) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 407 to uplift at joint 2 and 815 lb uplift at joint 9. 8) Hanger( s) or other connection devices) shall be provided sufficient to support concentrated loads; 2149 to down and 788 to up at 21-2-0 on bottom chord- The design/selection of such connection devices) 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 .e Roof Live (balanced): Lumber Increase=125, Plate Increase=1_25 Uniform Loads (ptf) Vert 1-4=-60. 4-7=-60.7-10=-60.2-9=-20 Concentrated Loads (Im Vert: 11 =-2149(F) WARNING - feature del gn t a a tlat— and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!! 7473 rev. 1010312015 BEFORE USE, Design valid for use only wal, fair pok connectors This design is based only upon parameters shown and is for an individual building componentnot a truss system. Before use, the building designer most verify the applk-tc ity of desgn parameters and properly incorporate lni, design into the overall building design. Bracing indicated is to prevent buckling of individual truss web antler chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal ipury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality criteria, DSB-89 and Best Building component Safety Information available from Truss Plate Institute, 218 N. tee Street, Spite 312, Alexandria. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Rev' 6904 Parke East Blvd. Tampa, FL 36610 3Q2572C-3C G1 M d =lorrda n her, Ba4ay. t'L 0 LI-13 russ Iype (Qn, 1Ply Park Sg72572-Pensacola-C_30AR T11648899 1 ABLE 7.640 s Apr 19 2016 Mf'ak Industries. Inc. VVed Auv 16 09 @3.33201- Page f ID.r4LfDiJw7ASg55jF45wAIjy3msU-BZYJPotGN5CN_BliM5Mpkc2uCJahk,17ah" Oc3c_ynKiO 01,8 Scale x. 1 44.2 3x6 FP 1 2 3 4 5 67 8 9 10 11 12 i3 i4 15 16 17 18 19 20 21 22 A15 wr y47v yy t 46 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 2928 27 26 28 24 23 3s3 —_ 3x6 Fr — 16-0-0 5-4-0 6 8-0 I S 0-0 y 4 D iP8 0 .2-0-0 ?3-4-d ___ y _-. __. .. _.I__ __ .. _, _ ._..; 4- 0 1 a -a 1-4 -0 1-ac 1-4.0 1-4 0 1a o b-s-sz 4-0 1 a.e 1-4-0 1-4-0 , a e +, a-c 1-4-0 1-3 a a-6-4 LOADING (psi} SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Lld PLATES GRIP _ TGLL 400 Plate Grip DOL 1 00 TC G_OS Ve (Lt_) n/a n/a 999 MT20 244/190 TCDL 100 Lumber ROL 1 00 BC 0.01 Vert(TL) nr`a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 23 n/a n/a BCDL 5-0 Code FBC20141TP12007 (Matrix) Weight :115Its FT = OIF,OlE LUMBER- BRACING - TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur€ins, 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 on bracing_ OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 26-7-4. Ib) - Max Grav All reactions 250 lb or less at joints) 23, 44, 43, 42, 4'1, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31, 30, 28, 27, 26, 25, 24 FORCES. (Ib) - Max Comp./Max Ten - All forces 250 (to) or less except when shown. NOTES- (7) 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing 3) Truss to be fully sheathed frorn one face or securely braced against lateral movement (i 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 (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards 7) Truss is designed with, and confirms to the 2007 Florida Building Code wt2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and REAR NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rsv_ 10103t2015 BEFORE USE. Desgn valid for use only wfh Vrl eke connectors. This design is based only upon parameters shown. and is for an indivioria, building component. not a truss system. Before usethe bu'lei nq designer must verity the applicau lin, ct de sign parameters ano p openy into. p.raie this design into the overall bciilMmI des g i. Bracing indicated s to prevent buckhng of individual truss web dueler chord atembers only. Additional temporary and permanent bracing is always required for stability and to prevent collapse girth possible personal r emy and properly damage. For general guidance regarding the fabrication- storage, delivery erection and prating of trusses and truss systems- see ANSIITP€1 Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd safety li fafmation avairabie from Truss Plate institute. 218 N. tree Street. Suite 312- Aiexandrra. VA 22314. ( Tarr<pa FL 36610 Job Truss PSQ25720-3G F2 Mta Flo/ da Lumber- Ban- FL. 0-1-8 1-3_p 3x3 =: Truss Type FLOOR 44 3x6 FP= 3x3 == 3.3 3x3 - 3 4 5 6 Uty :Fly Park Sgi2572-Pensacola-C_3C.AR T1184890C i4 Z640 s Apr 19 2C16 MITe, Industries. Inc. 6hef Aug iC 09.03.35 2017 Page 1 ID AFivt1R2,FYKf .taXiEISecSPIwy3msT-"xf4gUl)Phis_DVu4TWQHgT_QIOANVwry_Ti5AhsynKIM 1 7-8 0-1y, 8 SC2!e = 1 45.6 3x3 -. 1,0 = 3.3 = 4,,6 = 1x3 l'= 3x3 = 3x3 = 1x3 I 10 II 30 = 1x3 = r 8 9 10 11 12 13 14 15 33 32 ; r 30 29 28 27 2E 25 24 23 22 21 20 19 18 17 16 3x3 = 4x4 = 3x3 = 3x3 -= 1x3 it 1x3 I 3x3 == 4x4 = 3x6 _ 3x3 = 3x6 FP= 3x3 = 3x3 = ix3 3x3 =- 9-2-12 22-5-12 131d 15-4-4 _i58C 19-2 .2 2-1G4_-, t t3-6 25 d 26-7-0 to 8 b-S-2 1-4-8 2-60 2-3- 0 312 2-6-12 - 2--7-8 D 9 12_-& 1-6-0 0-8-2 0-9-12 LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (too) Ildefl Ltd TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0,14 26-27 o999 360 TCDL 10.0 Lumber DOL 1-00 BC 0-83 Ved(TL.) 0-22 26-27 840 240 BOLL 0,0 Rep Stress Incr YESi WE 0-49 Horz(TL) 0-03 16 nta nfa BCDL 5.0 Code FBC2014tTPi2007 Matrix) PLATES GRIP MT20 2441190 Weight, 136 lb FT = 01 F, 01 E LUMBER- BRACING- T OP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puritris, except BOT CHORD 2x4 SP No 2(flat) *Except* end verticals_ 20-30 2x4 SP No 1(flat) BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No REACTIONS. (lb/size) 30=73310-7-8. 16=424?0-7-8, 22=172910-7-8 Max Grav30=762( LC 3), 16=503(LC 4), 22=1729(LC t) FORCES. hb) - Max. Comp !Max Ten. - All forces 250 lb) or less except when shown. TOP CHORD 30- 31=-758/(), 1-31-757t0, 16-32=-501f0, 32-33=-50110- 15-33=-50110, 1-2 74810, 2-3=-176310 3-4=-2166;'0, 4-5=-216610, 5-6=-2123,'0, 6-7=-1635t0, 7-8=-559,`241, 8-9=0,,1520 9- 10=0f1520, 10-11=-331t599, 11-12=-929,/142, 12-13=-929/142, 13-14-92911142, 14-15-- 42910 BOT CHORD 28-29=0,` 1398, 27-28=0(2110, 26-27=012123, 25-26=0i2123, 24-25=0f2123, 23-24=-3411224, 22-23=-540l0, 21-22=-81710, 20-21=-3831728, 19-20--3831728, 18-19=-1421929. 17-18=-1(810 WEBS 1- 29=0t963, 2-29--90510, 2-28= 01507, 3-28=-48310, 5-27=-127/300, 5-26=-284t9, 15-17=0!583, 14-17=-530/39, 10-22--103410, 10- 21=01684, 11-21=-681f0, 11-19=01571, 12-19=-276i0,8-22=-134410,8-23=0f1025,7-23=-969f0,7-24=0,f623, 6-24=-771f0, 6-25=01/307 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 wf2009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE 11111- 7473 rev. 1010312045 BEFORE USE. Design valid for use only with M:Tekl€f connectors. This design is based only upon parameters shownand is for an individual building component. not a truss system. Before use, the building designer re-f verify the applicability of design parameters and property Incorporate this design into the overall ouiidmg design. Bracing Indicated is to prevent buckling of individual truss wen and/or chord members only. Additional temporary and permanom bracing is always required for stability and to prevent collapse wall possibie personal injury ano property damage. For general guidance regarding- the - fabncatlon- storage- delivery, erection and bracing of trusses and truss systems. see ANSIonoll Quality Criteria, DSB-E9 and Bost Building Component 6974 Parke Ems' Blvd. Safety Information available from Truss Plate Institute- 218 N. Lee Street- Suite 312, Alexandria- VA 22314. Tampa, FL 36610 3Jot, i(rss [ruSS Iype jury (Niy iyceK g' 2-Ponsaaola-C SCAR , T1r848901 PO,2572 3G ro FLOOR ' 12 1 F, Mid- Rdrlda:.umber- Harrow- sL --- ---- - 7.640 s Apr 132016 MiTek industries Inc. 'Ned Aug if, 0_ 033E 201T Page 1 iDelT3eOKA5,, jNI.OieCWzeg8y31rsS-b8DS2gm8gObrrfTFiIDvWMh"'XKoUTEK27hM DlynKiL 0- t-6 0a o- a Scale = 1 45.8 4a4 4x4 == 3.6 FP -- tx3 1x3 =_= 4x4 == 3x3 = 3x3 3x3 = 3x3 -= 3x3 = 3x3 =- 3X3 = 3x3 = 4,,4 1x3 == 1 2 3 4 5 6 7 8 9 10 11 12 13 I30 r28 27 26 25 24 ..3 22 21 20 19 18 17 16 15 14 3x3 == 4x6 = 4x4 = 3x3 = 3x3 -7 3x3 = 1x3 II 1x3 Ii 3x3 3x3 = 3x3 == 4x4 = Zhe = 1.5x4 I= 3x8 MT`8HS FP = 26_ 4 ___._--------- --- Plateffsets_{ X.Y) _ __. ._.__-.._ __-- - - -- 1- LOADING ( psf) ( SPACING- 1-4-0 ( CSE. DEFL. in (too) I1defl t_/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 086 Ved(LL) -0 72 22 >439 360 ( MT20 244/190 TCDL 100 Lumber DOL 1-00 BC 0.97 Verf(TL) -1.12 21-22 =281 240 MT18HS 244/190 BCLL 00 Rep Stress Incr YES WE 0.63 Ha¢(TL) 0-15 14 n;`a nfa BCOL 50 Code FBG2014;7P12007 (Matrix) Weight 137 to FT = O l F, 0 roE LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc purllns, 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) 28-960/0-7-8, 14=964/0-7-8 FORCES. ( Ib} - Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when shown_ TOP CHORD 28-29=-956=t0, 1-29-955/0,, 14-30=-959{0, 30-31=-959/`0.. 13-31=959/0, 1-2=-101 L10, 2- 3=-2618=t0, 3-4=-3826/0,4-5=-382610, 5-6=-4663/0, 6-7=-5113/0, 7-8=-5238f0, 8- 9-5106t0, 9-10=-464710, 10-11=-3800iO, 11-12=-2583i0, 12-13=-966f0 BOT CHORD 26-27=0/1913, 25-26=0/3305, 24-25=014330,, 23-24=014979, 22-23=015238, 21-22=0/5238- 20- 21=0/5238,19-20=0/4967,18-19=0/4309,17-18=014309,16-17-0/3274, 15- 16=0/1873 WEBS 1-27=011307, 2-27=-1255/0, 2-26=01980, 3-26=-955AL 3-25=01725, 5-25=-702/0, 5-24=01464, 6-24=-439/0, 6-23=-591343, 7-23=-417/166, 13-15=0t1313, 12-15=-126210, 12-16=0f987,11-16=-96210, 11-17=0/731, 10-17=-708t0,10-19=0r470,9-19=-445f0, 9-20=-55/348, 8-20=- 423t160 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 3-10d (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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verffy overfill, parameters and READ NOTES ON THIS AND INCLUDED MiT EK REFERENCE PAGE M9-7473 rev. 1010312015 BEFORE USE. Design valid far use only wflh MitekQJ connectors. This design is based only upon parameters shown_ and Is H, an mdlvidua; building component, not a SfuS Siem B"fo e - tho h' ilri rig designer must verb) e, applicability of design baramole`s and properly incorporate tinis df5']n into the o oral, bollain 1 do,ogr Biacing n` i ated is M prevent buCKiing of indoiduai. truss web anclor Chord membG(> only. Adart oval lempP ary and re_,rahent bracing i IS always requires for sairdly ana to prevent collapse with piss bte Poi -in., injury and property damage. Fdz general guidanoc regaming the fatt'earon. storage_ aeirvery. erec(ion ana Urac rig a' -trusses and truss systems. see ANSiiTioll Quality Criteria, DSB-89 and Best Building Component 6904 Parke Bad Blvd. Safety bl,for nat on avaiiao e from Truss Plate Institute- 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa- FL 36610 Q2572C-3G IF4 Mitl-Florida Lumber. Bartow, fL. Truss Type Qty ;Ply i Fork Sgt2572-Pensa-wola-.^._SCAR 711848902 FLOOR rPnS=Pigt2t,oDaI7- r.E40 sApr ^S 201G MiTek indtsstnes. Inc Wod Aug 16 09.03s7 2017 Pagel In 6fDRsjLps5rEyYSgm E UtN Ly3msR-3KngFAmnRJj iTo2TbxQluu3i_CttzicFiwva H IiynKIK 1 &: 12 _--1 0..1, 8 Scab= = 1 45.6 3x4 -- 3x3 = 1x3 = 3x3 = 1x3 3x6 cr = ass = 4x6 = lx3 is 1 5x4 is 3x3 = 3x6 = 3x? = lx3 I. 1xS II 4x6 = 10 = 2 3 4 5 6 7 8 9 10 11 12 13 14 15 36 16 32 31 31, 29 28 27 26 25 24 <3 22 21 20 19 18 17 3,, 3 = 3x3 = 3x3 = lx3 i. 3x3 = 3x3 I3 44 = 44 = 3x3 = 3x3 = 3x6 kAT20NS FP = 44 = 4,4 = 1x3 3x6 3x3 = Plate Offsets Y}_ 8 Ed9a1j _9 0=1=8,EagEt._(25;Q_ 1-8. igel LOADING ( ps SPACING- 4-0 CSI- DEFL. in (Ioc) Lrdefl Lld PLATES GRIP TCLL 40-0 Plate Grip DOL 1 00 TC 0.87 Verbl-L) -0,40 20-22 >533 360 MT20 244,1190 TCDL 10.0 Lumber DOL 1,00 BC 0-83 i Vert(TL) -0-63 20-22 342 240 MT20HS 187/143 BCLL 0.0 Rep Stress [nor NO WB 073 HoIZ(TL) 0,04 17 fro n/a BCDL 5.0 Cade FBG2014 TPI2007 (Matrix) Weight: 140 lb FT = 0l F, 0l E LUMBER- BRACING - TOP CHORD 2x4 SP DSS(flat) "Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purlins, except 1- 5 2x4 SP No.2(fiat) end verticals. BOT CHORD 2x4 SP DSS(flat) BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing_ WEBS 2x4 SP No.3(flat) REACTIONS. ( Itesize) 17=785/0-7-8, 32=111/0-7-8, 27=1451,r0-3-8 Max Uplift 32=-108(LC 4) Max Grav 17=792(LC 7), 32=250(LC 3), 27=1451(LC 1) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (1b) or less except when shown. TOP CHORD 32-33=-257/88, 1-33=-256/87, 17-34=747/0, 34-35=-747/0. 16-35=-747/0, 2- 3=-298/625, 3-4=-298/625, 4-5=0,`1044, 5-6=0,`1044, 6-7=0/521, 7-8=-1716/0, 8- 9=-1716/0, 9-10=-1716/0, 10-11=-3053/0, 11-12=-3396d4, 12-13=-2429/0, 13- 14=-2429/0, 14-15=-242910, 15-36-717/0, 16-36=-717(0 BOT CHORD 30-31=-299r367, 29-30=-625/298, 28-29=-625/298, 27-28=-1387/0, 26-27=-1387/0. 25-26=0/615, 24- 25=0/1716, 23-24=0/2627, 22-23=013396, 21-22=0t3104, 20-21=013104. 19-20=0/2429. 18-19=0/ 1518 WEBS 6-27=-1307/0, 1-31=- 141/278, 6-28=01570, 2-31=-207/265, 4-28=-829/0, 2-30-448/0, 4-29=01304, 11-23=-483/0, 6-26=0/1158, 10-23=01630, 7-26=-133010, 10-24=-129110, 9-24=0,r543, 7-25=011541, 8-25=-683/0, 16-18=0,t974, 12- 22=0/414, 15-18=-1114/0, 12-20=-956/0, 15-19=01263, 13-20=01399, 14-19=-56610 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 32- 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails_ Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 423 lb down at 18-1-0 on top chord The design/selection of such connection device(s) Is the responsibility of others_ 7) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Truss is designed with, and confirms to the 2007 Florida Building Code w./20D9 supplements. LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Printed COMBS of this document are Uniform Loads (plfj not Considered Signed and Sealed and Vert- 17-32-7, 1-16=-67 the Signature must be verified on any electronic copies WARNING - testil y design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE 1011-7473 rev. 10103/2045 BEFORE USE. Design valid for use only .,If, M -raye connectors This design .s based only upon parameters shown. and is for an individual building component not a truuss system. Before usethe building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to proven( buckling of Individual truss web andlor chord members only. Additional temporary( and permanent bracing I is stways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Met, fabrication, storagedelivery, erec4an and bracing of trusses and huss systems, see ANSUTPH Quality Criteria, DSB469 and BCSI Building Component ( 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N Lee Street. Suite 312. Ar-craria_ VA 22314. Tampa, FL 36610 Jotr !Tr ss Truss Type !Qty pit, clockSol,-Pensacoa-C_3CAR T51848902 PSQ257<" 0,-3G F4 (FLOOR =t 1 bad s Apr 19 2016 Mr I ek Inaasto- Inc. Wed And 16 09.03 37 2017 Page 2 ID- 6fORsjl-ps5rEyYSgmEUtNLy3rnsR3KngFAmnRJiiTo2TbxQiva3i_CttzlcHiwOaHliynKIK LOAD CASE(S) Standard Concentrated Loads (ib) Vert : 11 —423(F) WARNING Verify design gtaarameters and READ NOTES ON THIS AND INCLUDED AftTEK REFERENCE PAGE M77.7473 rev. 1010312016 BEFORE USE, Design vat d for use, only with MiTevo, connectors This design rs basea only upon parameters shown and is for air indFvdriM building component, no` a truss system Befo <. i se the building design"', mist W fy the apnlirabil ty of desig p ra_eters and property incorporate this design info the overall building design. B ac ig adi:ated is to prevent buckling o irdivid M truss web andor chord members only. Addl t nal temporary and permanent biasing is always required to., stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the amrroatior-., storage_ deliveryerecdoc and braemg of trusses and truss systems. see ANSYTPl9 Quality Criteria. DSB-89 and BCSI Building Component M14 Parke East Blvd. Safety Information available from Truss Plate institNe, 216 N Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FF 36610 ITr,ass Truss Type Jury ::Ply iPar, Sq,'2572-Pensacola-C_3CAR I T11848903 F5 jFLOOR Jab -- ash— FL. 7 640 s Apr 19 2016 1 Industries" Inc. Wed Aug it 09.03.37 2017 Page 1 ID6fORsjLps5rEyYSgmE(ltNLy3msR-3KngFAmnRJjiTo2Tbx0iuu3rtC4SzuXHwGaHtlynKIK r" 2--"r--' Scale. 3A"=1 ` 3x3 _ 3x3 1 3x6 — 2 31x3 Il 43x3 = g 3x3 1 1x3 LOADING lost) -- SPACING- 1-4-0 CSI. DEFL. In t loc) Ildefi Ltd PLATES GRIP TCLL 40.0 ; Plate Grip DOL 1,00 TC 0.30 Vert(-L) -0.03 7-8>999 360 MT20 2441190 TCDL 10-o Lumber DOL 1 00 BC 028 Vert(TL) -0-04 7-8 >999 240 BCLL 00 Rep Stress Incr YES VVB 0.16 Horz(TL) 000 6 nia We BCDL 5-0 Code FBC2014,`TPl2007 (Matrix) Weight 46lb FT=QlF,O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flah TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Burros, except ROT 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 oc bracing REACTIONS. ( lb/size) 11=301/0-3-5,6=301/0-7-6 FORCES. ( lb) - Max- Comp /Max- Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-296/0, 6-12=-299/0, 12-13=-299/0, 5-13=-29910, 1-2=-256/0, 2-3=-49710, 3-4=-49710 BOT CHORD 9- 10=01497, 6-9=Qi497, 7-8=01469 VVEBS 5-7=0d340, 1- 10=0/340, 4-7=-30410, 2-10=-32810 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" Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mt1.7473 rev, 1010312015 BEFORE USE. Design valid for use only with nirprc-.`r'i% connectors. '?t19 Cie Sig/ !S based Qnl}` Upon pa[anlelerS shown. and iS hIr an ndis'idual L. LLl ding COmpOriHnt. not t a truss system Before use. the buMing designer must tho apinhaabiify of design parameters and properly in tpruata this defvgn into the overal= building design. Bracing indicated is to prevent corking of indivothat truss web andlor chat members only. Addllional temporary-` and perntartent bracing is always regwred for stability one to prevent collapse waft possible personal injury and property damage. Fos general guidance regaNing the - fabrication. storage, delivery, erection and bracing of tnrsses and truss systems, see ANSIITPI'I Quality Criteria, DSB-89 and SCSI Building Component C904 Parke East Blvd. Safety Information available I— Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. i Tampa, FL 36610 PSQ2572c-3G IF6 top Honda LvmGei ciartow, Fi. S-G 4.4 FLOOR 1 x3 1 3x4 --- 3 4 iQty Ply Park Sg-2572-Pgnsaeola-C_3CAR 1 1 I11848904 3..__ Z64J s Apr 19 2v'16 fyjigk Indust ley in. Wed Aug to Q9.0:4 3P 2017 Page 1 ID. asap33MRdPz5ait 1Jx?6wZy3msQ-XWLCSVnPBdrZ4ydf6ex_R6crfbBglD?Q9gKQHBynKiJ Scale = 1 28.1 awl 1x3 3ev - 3x4 = 1x3 I1 4x8 = 10 =- 6 7 8 9 23 c 22 3x3 l) 4x4 - 4x4 = 1x3 3x4 3x3 j 3x4 = ix3 4x4 = 1x3 it 4x4 = 1x3 it 7-S-12 - -- 0-1-8 ? so Plate Offsets (X,Y[- 14 0 1-8 rdgej_[65C 1-8,Edgej [9_Q--1_8 EdgeJ, j13 6 1-8_EdgeL-j19 0-1-6,Edge, Page- --.. -- --- LOADING (psp SPACING- 1-4-0 CSI. DEFL. in (too) kdefl Ltd PLATES GRIP TOLL 40.0 Plate Grip DOL 1 00 TO 0.99 Vert(LL) -029 14-15 >673 360 MT20 2441/190 TCDL 100 Lumber DOL 1 00 BC 0-91 Ved(TL) -0-45 14-15 >432 240 BCLL 00 Rep Stress Incr NO WE 066 Horz(TL) 0-04 10 nia nta BCDL 50 Code FBC2014,TPI2007 (Matrix) Weight 90 Ib FT - O%F, 0%E LUMBER- LUMBER- BRACING - TOP CHORD 2x4 SP No 1 D(fiat) TOP CHORD Strtctural wood sheathing directly applied. except end vertPcals- BUT CHORD 2x4 SP DSS(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing WEBS2x4 SP No 3(flat) REACTIONS. dblsize) 21=813/0-3-8, 10=79610-7-8 FORCES, (Ib) - Max. Comp,/Max - Ten- -All forces 250 (1b) or less except when shown - TOP CHORD 1-21-780,t0, 10-22-800t0, 22-23=-80010, 9-23=-800/0 1-2-794,/0, 2-3=-240110, 3-4=-2401f0, 4-5=-304ot0, 5-6=-3114t0, 6-7=248010, 7-8=-2480f4, 8-9=-77710 BQT CHORD 19-20=0'1598, 18-19=012401, 17-18= 012401, 16-17=013448, 15-16=0t3448, 14-157-0i2480, 13-14=012480, 12-13=011478, 11-12=0t1478 WEBS 1-20=011057, 2-20=-1118,10, 2-19=0f1133, 3-19=-41210, 5-17=582(0, 4-17=01920, 4-18=- 441?0, 5-15=-48610, 6-15=01923, 9-11=0/1057, 8-11=-952?0, 6-14=-489,h0, 6-12=-25710. 8- 13=0f 1387. 7-13=423f0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 no 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 423 !b down at 7- 11-8 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements - LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1 00, Plate Increase=1.00 uniform Loads (plf) Vert. 10-21=-7,1-9=-67 Concentrated Loads hip) Vert. 5--423( 1`; Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vartt f Y des[ 4n Parame errs and READ NOTES ON THIS skNt1 INCLUDED MITER REFERENCE PAGE AOtI-7473 rev. T0103(1PtS BEFORE USE Oeogn valid for use coo, with MITeK(K connectors. `ha deig:: is based only upon parar,Oe,s showo. and is for an snffividual br riding componauc not a truss system Before usethe dwidinIj ceSlgne r.rst vcnfy 6he appIcamir, of design parameters and popery-oPefide rNo deogh -nto Poo. overau baitdina d sign Bracing indicated is to prevent buckling of ind -dual truss wer, anchor chord members only. Addltonal temporary and permanent bracing <c is always re.qu,hed 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 ANSIITP11 Quality criteria, DSB-89 and Best Building Component 1 6904 Parke East Blvd m. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 3'12- Alexandra. VA 22314. 'ramp., FL 36610 Job .Truss .Truss Type Qty (Ply Park Sq,2`?2-Pereach la-C3C,4R T11848905 PS42572G- 3' :F2 FLOOR ''=2 i Mid - Florida Lumber- Bartow. FL. 7.640 s Apr t4 201E MYtek industries, Inc. Waled Rug ifi 08G3.38 2017 Page In 328BHPM30}5yCscDt'M-Smy3msP-XWLCSVnRBdrZ4ydfB(t x_R6cvEbCBiH309gKgHBynKiJ 1-- 0,9 scale = 1. 28 1 3x6 77 1 I r 3x3 1Of 3x3 1x& 3x3 -= 3x6 =- 3x3 == lx3 II 3x6 = 1x3 = 2 4 5 6 7 8 9 3x3 11 3x3 - 30 - lx3 11 3x3 = 3x3 II 30 - 1x3 11 3x4 - 1x3 li 3e3 = x3 II 23 to 22 3-'" 2 _b':-5-12 , 7- 10-8 5-8-12 Q-1=8 2-9-0 Pl, ate Offsets --- I LOADING ( psi) SPACING- 1-4-0 CS(. DEFL. in Ioc} Udell Lld PLATES GRIP TCLL 40-0 Plate Grip DOL 1-00 TIC 0,71 Verf(LL) 0 21 14-15 >923 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) -0-33 14-15 >594 240 BCLL 0-0 Rep Stress Incr YES W6 040 Mo z.(TL) 0.03 10 nta nIa BCDL 50 Code FBC2014,TP120Q7 (Matrix) Weight. 90(b FT=O F,0'kE 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.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 ac bracing: 13-14- REACTIONS. ( lb/size) 21=593/0-3-8, 10=593/0-7-8 FORCES• ( to) - Max. Comp./Max- Ten. - All forces 250 (B) or less except when shown - TOP CHORD 1-21=-572/0, 10-22=-59410, 22-23=-594/0, 9-23=-59410, 1-2=-56310, 2-3=-1585f0, 3-4=-1585/ 0, 4-5=-18781'0, 5-6=-1933/0, 6-7=-1661/0. 7-8=-166110. 8-9=-56010 BOT CHORD 19-20=0t1117, 18- 19=0t1585, 17-18=0i1585, 16-17=0f2027, 15-16= 0;'2027, 14-15=011661, 13-14=011661, 12-13=0?1070, 11-12= 0i1070 WEBS 1-20=0{749, 2-20=-77110, 2-19=01678, 4- 17=0?449, 4-18=-26810, 9-11=011761, 8-11=-69410, 6-15=0/432, 8-13=01841, 7-13=-256f0, 6-14=288/0 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Ver•tfp design pararzrerers and READ NOTES ON THIS AND INCLUDED hFtTEK REFERENCE PAGE R9114473 rev. 10/ 0312015 BEFORE USE. Design valid for use only won MiTeve connectors. This cmagr, is based only upon parameters shownand is for an om,opa; building component. ,at a truss system. Before use, the building designer ri verify the am h .b,I,h,- of design. pa -arms and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss wetr andtor chord members only. Additional temporary and permanent bracing Is ah mys required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Wo fabrication, storagedelivery, erection and bracing of trusses and truss sysienl5, see ANSIITP11 Quality Criteria, DSB-S9 and BCSi Building Companant 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N Lee Street Suite 312, Alexandria, VP.22314 Tampa. FL 36610 Job PSQ2E72C-3G Md-Florida L mbe,. truss lype IUty iply ! Pau, Sq/2572-Pareacola-C_3CAR 11184890C i 6 F_00R i5 1 lp HgfefEnsc q rfpr -- --- FL. ZSRG s Apr 19 2016 Mi7ek indosfnes. 1 Wed Aug 10 09.03:39 20 7 gage 1 ID XEGUINh90Dpp0F3PRM1a?_y3ms0-?vagrotyxzQi6CsiLTD_J87x'iXmRjBZNK3ogdynKiI i_ 0-8 Scale = 1 34.5 3xn 1x3 == 30 -- 3x3 =- 3x3 -- 10 Ii 1x3 I' 3x3 306 FP =3x3 __. 3x3 ---:. 1x3 -.-. 2 3 4 5 6 7 8 9 10 11 3x3 1, 4x4 = 3x3 -= 3x6 FP = 3x3 3x3 = 3n3 -= 3x3 4x4 = 1x3 II 3x3 =- LOADING (psf) SPACING- 4-0 CSL DEFL. in toc) /defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1-00 TC 0.52 Ved(LL) -0.26 16-17 >927 360 MT20 2441190 TCDL 10.0 Lumber DOL 1 00 BC 0.87 Ved(TL) -0.40 16-17 >593 240 BOLL 0-0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.07 12 n/a n/a BCDL 5-0 Code FBC201411-P12007 (Matrix) Weight: 103 Ib FT = 0hF 0I E LUMBER- BRACING - TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except BOT CHORD 2x4 SP No end verticals_ Vb`EBS 2x4 SP No BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. dbislze) 22=72910-3-8. 12=729./0-7-8 FORCES. (ib) - Max- ComplMax Ten_ - All forces 250 (to) or less except when shown_ TOP CHORD 1-22=724/0, 12-23=-72510. 23-24=-72510, 11-24--72510, 1-2=-743/0, 2-3=-1867/Q, 3-4=-2587/0, 4-5=--297010, 5-6=-2970f0, 6-7=-297010, 7-8=-2573.10, 8-9=-2573,/0, 9-1 0=- 1844/0, 10-11=- 712/0 BOT CHORD 20-21=0/1405, 19- 20=0,'2312, 16-19=012312, 17-18=012843, 16-17=012970, 15-16=012834, 14-15=012294,13-14=0/1376 WEBS 11-13=0/967, 1-21=0,1990, 10-13=- 924{0, 2-21=-92010, 10-14= 0,1651, 2-20=0/643, 9-14=-626t0, 3-20=-619/0, 9-15=0/387, 3-18=0/381, 7-15=-363/ 0, 4-18=-356/0, 7-16=-921431, 4-17=-1011423 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 U) 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 Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING Vcri(y das g a Parameters end READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE AREt 7473 rev 10/0312015 BEFORE USE. G'es gr aI d fur rise snty w iF Mil ek rP n 1 victors. This design is based on p upon parameters shown ands for an individual building component. not a trust sy_te r 5elAe use the bu drug designer must verify the applicability of design parameters and property ,usort orate this design into the overall building design Bracing irdica4ed s to prevent truckling of individuW truss web and/or chord members only. Additional temporary and permanent bruc ng Re, is always required for stability and to prevent collapse with Persons personal injury and property damage. Fos generalguidanceregardingtheINtabncatian. storagedelivery erection and bracing pf trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and SCSI Building Component i 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. i Tampa. FL 36610 PSQ2572C-3G Mld-Florida Lun be.. 0-1-8 3.3 ruse Truss Type IQty iply IPar, Sgr2572-Pensacoia-C3CAR I T1184890r F9 FLOOR t 1 ! FL. 7.640 s Apr 19 2016 KTok Industries. Ino- Wed Aug 16 09 03 39 2017 Page 1 ID XEjaLJINh90Dpp06P RM1 a'r_y3rns0-`jvagro1 yxzQ16C7si LTD_J8BT?hERprZN K30gdynKl I 3x3 =_ 2 3 3x3 = 3x3 q 0[== Spate = 1.128 3x3 --- 3x3 = LOADING ( psh SPACING- 1-4-0 CSI. DEFL. in (loc) Udefl Lad TCLL 40.0 Prate Grip DOL 1-00 TC 0.29 Vert(LL) 0-01 8-9 v999 360 BOLL 0.0 Rep Stress lner YES WB 011 Horz(TL) 0-00 5 nta nta BCDL 5.0 Code FBC2014r'TP€2007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0l F, 0 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purlins, except ROT CHORD 2x4 SP No 2(flat) end verticals. WEBS 2x4 SP No-3(flah BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-7-8 except 01=1ength) 5=0-3-8, 5=0-3-8. It) - Max Grav All reactions 250 lb or less at joint(s) 10, 10, 10, 5, 5 FORCES. ( Ib) - Max_ Comp /Max- Ten- - All forces 250 0b) or less except when shown - TOP CHORD 2-3=-33710 BOT CHORD 8-9=0f337, 7-8=0t337, 6-7=0t337 NOTES- ( 4) 1) Unbalanced floor live loads have been considered for this design. 2) NIA 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) Truss is designed with, and confirms to the 2007 Florida Building Code w12009 supplements. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7.673 rev. 1010312015 BEFORE USE. Design valid for use only with Mi less 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 most verify the apphcarplinu of design parameters and properly incorporate this design info the ov-eraH building design. Bracing rndicated . to Prevent o-Kifing of individual truss web and;or chord members only Addrfional temporary and permanent brace-ng wrx isalways'lolooed en forstabilityandtopreventcollapse with possible personal mury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems, sae ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component t Blvd. eEasSafety Information avaiiable tram Truss Plate Institute, 218 N. Lee Street- Suite 312. Alexandria- VA 2231465+t} 4 Park Tampa, Parke East Ps 25.2C-sc F10 M d-Fiorda Lumber. Bartow. FL _ 0- 1-8 a Truss Type 'Qty ;Ply Far, SW2572-Pensacola-C_3CAR FLOOR 0v Apr49201Ce_;tLonut__ L64G s Rpr 19 2Qt6 MITek industries, li INFOhxpaSaO_ iVjvntSy_Llfy3nG7-fl6hdBku8OK8 9 3x3 T11848908 Kd_ z0inYEgE2Md 0ynKIN 0.1., r Scale = 1 14.6 3x3 4 3x3 =_ 3x3 -- LOADING (psf) SPACING- 1-4-0 CS€. DEFL. in roc) 6=`defl L d PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0 02 8 '999 360 MT20 244/190 TCDL 100 Lumber ROL 1,00 BC 026 Vert(TL) -0.03 8 >999 240 BOLL 0- 0 Rep Stress Incr YES B 1113 Ho z(TL) 000 a ma n/a BCDL 5. 0 Code FBC'2014`TPI2007 Matrix) Weight:41 lb FT = OfvF, 0%E t- -_ - --- - -____ ___-- 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 10= 26i8/0-3-8, 5=268/0-3-8 FORCES. pb) - Max. Comp !Max. Ten - All forces 250 (Ib) or less except when shown - TOP CHORD 10-11=-264/0, 1-11=-264f0, 5-12=-26410, 4-12=-264Y, 2-3=-41710 BOT CHORD 8-9= 0,f41 7, 7-8=01417, 6-7=0,1417 WEBS 4-6=0/281.1- 9=0/281.3-6=-267/0.2-9=-267,10 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) "Semi -rigid pltchbreaks including heels" Member end fixity mode( was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Sirongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vertfq de — go, F=vrxmefers snd READ NAPES ON THIS AND INCLUDED Po97TEK REFERENCE PAGE A41f-7473 .is 70.'0312015 BEFORE USE. Gesetin valid (or use only With MTekS, connectors This desan is based only upon- parame±e•s shown a d i, for a, tnd-doal bonding compouen'.. not a truss system Be10 e u e. 1he bold ng desduls must - only the acpli-Oi ty of deg gn parameters and property moor crate this design into Ire overall builcl;n c e.igr 3ra g r< cited s t p event L ktl a of ira d dual inrss eo and'ar chorcl e be s only Addit ono temporary and perman.-n_ bracing FIC is atwa is rbgui[ed fwstabilityandap-event collapse Witt) Possible Persona Injury and property damage Far goner.. gu dance -eyarc ng the fabncahonstorage. de very. emotion and bracing of trusses and truss systems- see ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East died Safety oforreatlon available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexancina. Vs, 22314 Tampa. PL 36610 Pan, Sco2572-Pensacola-C_3CAR T11848909 3Q25-,2C-3G Wall, d- a Lumber Bal-ow. FL Truss Type FLOOD ban S Apr 19 201C fall eK 11doctilles inc.Vived Aug 16 09:03 34 2017 -.go 1 ID ?RGyl1;50JwKLgR9mc?3YpXBy3msN-fl6hdSku8OK8cLJuvol,211GRDs _r4ml-cqE2Md8OynKlN 3xa 2 3 3x3 Scale 3x6 4 3x3 II 3X3 ; LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Lad TCLL 400 Plate Grip DOL 1 00 TIC c73 Vert(LL) 003 8-9 999 360 TCDL 100 Lumber DOL 1.00 BC 077 Vert(TL) 004 8-9 999 240 BCLL 00 BCDL 5,0 Rep Stress inch Code, FBC2014/TP12007 NO WB 049 Matrix) Horz(TL) 001 5 n/a rind LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 38 1b FT = O%F, O%E TOP CHORD 2x4 SP DSS(flap TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SP No2(flat) end verticals, WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS, (lb/size) 10=1070/0-7-8 5=1070/0-7-8 FORCES, (lb) - Max, Comp./Max-'Ten, - All forces 250 (lb) or less except when shown TOP CHORD 1-1 0=-1063/0, 4-5=-1063/0, 1-2=-77810, 2-3=-1499/0, 3-4=-778/0 BOT CHORD 8-9=0/1499, 7-8=0/1499, 6-7=011499 WEBS 4-6=00036. 1-9=0/1036, 3-6=-980/0. 2-9=-980/0 NOTES- (4) 1) Unbalanced floor live loads have been considered for INS design 2) Girder carries tie-in span(sl 7-0-0 from 0-0-0 to 6-3-8 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) 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 ncrease=1 00, Plate lncrease=l 00 Uniform Loads (pit) Vert: 5-10=-10, 1-4=-344 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Verify d-une ruicarrader, and READ NOTES ON THIS AND INCLUGEDMITEK REFERENCE PAGE M11,7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTiske connectors This design is based only upon parameters shown and is for all individual building component not arblicab, th . Iniss system Before mar t building design Erac.,q od—leds to prevent Duckling at individual truss wet auri chord members only. Addriona'lenuporary and Permanent bracing! S allays recoiled to, stability and to prevent collapse with poserri, b.—horq.,y old property damage For general guidance, regarding the I M11 OFthebuddingdesignermastverifythehtyofdesignparametersandproperlyincorceraxallthisdesignintotheoverall fabrication storage, delivery, erection and bracing of trusses aric truss systems 'al, ANSUTPH Quality criteria, DSB-V9 and BCSI Building Component 6904 `aFc East Blvd Safety Informat— available from Truss Plate, institute, 218 N L", Street Suite 312 Alexandria VA 22314 l Tamps Fl- 36640 C I I Fuss truss type )Cry tPly Park Sri '.r'2 :Pensacola %, 3GAR Q2572C-3G IFLT1 jFiAI 1 t i Mid-F-;orida tat9pin! L--- uromir— Banow, FL. 7.640 s Apr 19 2-116 smek Industries. Inc. In XEiatliNh9ODpp06PRM1a?—y3rrs(1-UvTytBpfjE5HK( 3- 3-12 3-3-12 15x4 I 3x4 = 3x4 1 2 , g 3 6 6x6 -_ 4 2x4 !'. LOADING ( psf) SPACING- 1-0-0 CSL TOLL 20.0 Plate Grip DOL 1,25 TC 0.84 TCDL 10.0 Lumber DOL 1.25 BC 0 12 BCLL 0.0 Rep Stress [nor NO WB 0.25 BCDL 10.0 Code FBC20141TPI2007 Matrix) DEPL. in (too) ydefi Ltd PLATES GRIP Ved( LL) 001 5 >999 240 MT20 244/190 VerbTL) - 0 01 5 '999 180 Horz( TL) 0.00 4 Ma nta LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. ( Ib/size) 6=439/0-7-8, 4=929/0-7-8 Max Horz 6=-38(1_C 6) Max Uphft6=-166(LC 4), 4=-346(1_C 5) Max Gray 6=465(LC 13).4=1041(LC 13) FORCES. 0b) - Max- Comp -/Max- Ten - All forces 250 (Ib) or Tess except when shown. TOP CHORD 1-6-=-436f163, 1-2=-560f191, 3-4=-5471/186 BOT CHORD 4-5 --1911560 WEBS 2-5=-4471180, 1-5l-=2461708, 2-4=727!248 T11848910 pxM4ynKiH Scale - 1.19.5 Weight: 46lb FT 20 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat- 11, Exp B, Encl., GCp(=0.18, MWFRS (directional), end vertical left exposed; Lumber D0L=1.60 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) One RT4 USP connectors recommended to connect truss to bearing walks due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 6) One RT5 USP connectors recommended to connect truss to bearing walks due to UPLIFT at at(s) 4_ This connection is for uplift only and does not consider lateral forces. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 477 to down and 152 lb up at 3- 0-12, and 402 to down and 128 to up at 5-0-12, and 402 lb down and 128 its up at 6-0-0 on top chord The design/selection of such connection device(s) is the responsibility of others LOADCASE( S) Standard 1) Dead + Roof Live (balanced)_ Lumber Increase=?-25, Plate Increase=1.25 Uniform Loads (pit) Vert 4-6=-10, 1-3=-30 Concentrated Loads (to) Vert 2=-415 7=350 8=-350 WARNING - lax -illy design parivel s and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103,7015 BEFORE USE. Desgo valid for use only with AhiTekt7 connectors This design is based only upon parameters shown. and is for an iorl;vidual buiidrng component_ not a truss sys'em Before osethe boild nq dev9rer n-rst verify the appinab0ay o, design parameters one r..openy Incorporate this design No the oval; building des go 5rac _g ;rdicated rs to prevent h r 6 ing crinalodnel trosS web andlor chor i mempery only. Addi o no-porary and permanent bracing is aWay, recin ed to stability ono to Feno-oi oinia,ase wim to. —het, perscnai injury and p-o t dy damage For gererai gu dance regarding the Comatron. storage_ dehuery- erection and bracing of trusses anti truss systems, see ANSIITP11 Quality Criteria, DSB-89 and Best Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite i12, Aiexandna. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Raw 6904 Parke East Blvd. Tampa, FL 36610 Park SW2572-Pensacola-C 3CAR 111848911 PS02572C-3G G1 MONO HIP R Lumber, Bartow, FL iS40s,op, 19 2016 KI rd, Industries. Inc. Wed Aug 160903141 2017 Page 1 lo_jaFJiwSCnHrML2L3OgVaHty3nG6-y51L5XpHUYD8xQMEgmVh3kEMMpChvVesreYUuWynKIG 3 2-14 6-4-0 9 S< 2-4-7 15 3-13 18 3 2 21-0-12 23 4 21i-S-4 3-2-14 3-1-2 3-1-2 2-11-6 2-11-6 2-11-6 2-9-10 2-6-8 3-1-0 Scale = 1 48.9 2x4 9 20 16 18 1; 16 15 14 13 12 3x4 = 2x4 11 4x4 = 400 = 7x8 = 2x6 II 4x4 = 4x4 -= 4x5 = 4x5 = 15. 3-2-14 w..-6 ----G-12 _--_3 1 2 __ __ <-11_6 __. ____ r 16___ r..- 2-1 L __... 2_ a 10 -__- 2-6-8 ....__.__- 3- -0 ----- Plate Offsets (X Y} 10-3-80-2--0, 5 0 3 8G 2-qO-2-8 0-0j,j11:0-1-4 Ed c el, [17:0.4- 0-4-12j_ LOADING ( psi) SPACING- 2-0-0 CSI, DEFL. in (roc) Ifdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1 00 TC 0.97 Vert(LL) 0 31 14-15 >784 360 MT20 244/190 TOOL 10,0 Lumber DOL 1 00 BC 0-90 iVert(TL) 0.82 14-15 >298 240 BOLL 0.0 Rep Stress Incr NO WE 0-99 Horc(TL) 0-07 18 Na ma BCDL 10.0 Code FBC20141TP12007 (Matrix) Weight- 292 to FT 0%, LUMBER- BRACING - TOP CHORD 2x4 SP DSS 'Except` TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purllns, except 9- 11 2x4 SP No.2, 6-8 2x4 SP No 1 end verticals. BOT CHORD 2x6 SP No,2 "Except` SOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing, 11- 17- 2x6 SP DES Except: WEBS 2x4 SP No 6-0-0 Go bracing. 18-19, REACTIONS. ( lb/size) 20=-422/0-7-8, 11=1880/Mechanical, 18=576710-7-8 Max Mort 11=-28(LC 7) Max Uplift 20=-461 (LC 14), 11--267(LC 8), 18=-786(LC 4) Max Grav 20=72(LC 5), 11=2039(LC 14), 18=6389(LC 14) FORCES. (tb) - Max- Comp /Max- Ten. - All forces 250 (In) or less except when shown. TOP CHORD 1-20=-661525, 1-2=-40113146, 2-3=-92417658, 3-21=-924`7658, 4-21=-924f7658, 4-22=669/85, 5- 22=-669/85, 5-6=-9290/1139, 6-7=-9208/1125, 7-23=-11950f1488, 8-23=-11950/1488, 9- 10=-303153, 10-11=-4278i555 BOT CHORD 18-19=-3146/401, 17-18=- 56/383, 16-17=-1139I9290, 15-16=-? 139/9290, 14-15=-1488/11950, 13-14=-1258/10008, 12-13-1144/9051, 11-12=-48613757 WEBS 4-17=-2161`1900, 5-17=-9110111138, 5-16=-181{1604, 6-15=-543/ 92, 7-15=-2883f381, 8-14=-253d2042, 10-12=-296t2481, 2-19=-451518, 3-18=-1364/205, 1-19=- 3312t417, 2-18=-47231582,4-18=-8417/1009,8-12=-5701f731,8-10=-3608/494 NOTES- 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 0-7-0 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 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=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 5) Provide adequate drainage to prevent water pending 6) This truss has been designed for a 10-0 psf bottom chord live road 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) Refer to girder(s) for truss to truss connections 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 461 IS uplift at joint 20, 267 ID uplift at joint 11 and 786 Ib uplift at joint 18- 10) Girder carries tie-in crams), 7-0-0 from 0- 0-0 to 21-0-12 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) - The design/ selection of such connection des€ce(s) is the responsibility of others Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies N yG WARNING - Vaulty design parameters and READ NOTES ON THIS AND INCt UDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only wrm MiTeRe connectors. This design is based only apon parameters shown- and is for an individuaz building component- not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate. this de gn into the overall building design. Bracing Indicated is to prevent buckling of individual truss web andtor chord members Daly. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal iniury and property damage. For general guidance regarding the - fabricationstorage, delivery- erection and bracing of trusses and truss systerns, see ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate lusupro, 218 N. Lee Street Suite 312- Alexandria- VA 22314 Tampa c4 3661 fi russ Qfy ;Ply Park Sg12572-Pensacola-C_ AR T11848911 PSC2572C-3G Mid -Florida Lumber. Harlow, FL. MONO, NIP LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.00, Plate Increase=1,00 Uniform Loads (plf) Vert: 1-8=-286(F=-211), 9-11=60, 11-20=-20 Concentrated Loads 0b) Vert: 8=-341 1.640 s Apr 19;?016 MiT ek industries. Inc. Wed Aug 16 09.03.41 2017 Page 2 ID:jaFJ1v,•SCnfIrML2L3OgVailty3nGo-y51L5XpNUYD8xQMEgrnVh3kEMMpChvVesreYUuWynKIG Al WARNING Verify earned par and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MJt 7473 rev- 1010312015 BEFORE USE, Design al d for use oily with MiTbKe co sector is desig r 5 bases! only open parameters show anti is for a r nd dual bu Id. ig component. no v a flux,system. Befo e r c. the budding designer must verify the applicability of desog) parameters and properly incorporate this design intotne overall building design. Bracing dicated is to prevent 6uckiina f,dd,v,d.al truss eb and/or canner members only. Additional temporary and permanent bracing is always required for stability and to preven! collapse with possible personal injury and property damage. For genera = guidance regarding the fabocationstorage_ delivery-, erection and bracing of trusses and truss systams. see ANSIITPH Quality Criteria, DSEPS9 and SCSI Building Component Blvd eEastSafety Information available from Truss Plate Institute, 21€3 N. Lee Streel, Suite 312, Alexandria, VA,6gC2q Park 22:; Ec Tampa. rk Ebro b ITruss iTrusSType cry IPly nark Sgl2572.Pensaco,a-C_3 AR T1184P,912 025720-3G ?G2 ;MONOIflic P_ntt_, l.4 1Oi Mid -Florida Lumtrer, Lartow, FL. 7.640 s Apr 19 2016 MITek industries. Inc_ Wed Aug 16 09 03.42 201 Page 1 ID.?RGyi15O3wKLgR9mC%3YpXBy3msN-QiajltgvFsL?ZaxRNUOw ymXdDbpezAO4112QyynKIF 3-9-12 7 5-12 11 'I 12 14-8-0 17 2 12_._.__._._,. 20 A G 21-4-Q I-- ___ - _, _ ____ ____-.-._...._ ... .. _.__..-_._......__..-4_..__ . ____— ___.___.. _ 1, 3-9-12 3-3-0 3 8-0 3-6-4 2-612 3-1-4 143-0 Scale = 1 37 2 2x6 6 4x4 7x10 = 6x12 MT20HS - 4x6 == 3x4 11 4x5 - 4,,,5 LOADING (psf SPACING- 1-0-0 CS1. DEFL. In (loc) I/deft Ltd TOLL 20.0 Plate Grip DOL 1.00 TC 1 00 Ved(LL) 0.44 12-13 555 360 TCDL 10.0 Lumber DOL 1.00 BC 0.72 VerhTL} 0.85 12-13 284 240 6CLL 0.0 Rep Stress Incr NO WE 0,90 Horz(TL) 0.10 15 n/a n/a BCDL 10.0 Code FBC2014ITP{2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.1 `Except' 6-9 2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No 3'Excepf" 6-11,1-14,3-14.3-12.5-12 2x4 SP No.2 REACTIONS. (lb/size) 15=736/0-7-8, 8=817(0-7-8 Max Harz 8=-20(LC 10) Max L1plift8=-22(LC 10) Max Grav 15=1213(LC 2), 8=1075(LC 16) PLATES GRIP MT20 244,1190 MT20HS 187/143 Weight- 101 lb FT = 0°I BRACING - TOP CHORD Structural wood sheathing directly applied or 1-9-2 aC purl€ns, except end verticals. BOT CHORD Structural wood sheathing directly applied or 9-6-8 oc bracing. FORCES. IT) - Max_ Comp 'Max, Ten - All forces 250 (lb) or Less except when shown. TOP CHORD 1-1 5=-1 126/26, 1-2=-3415188, 2-13=-3415f88, 3-19=-3415,`88, 3-4=-5544,1358. 4-20=-5544f358, 5-20=-55441358. 7-8=-1648/249 BOT CHORD 14- 15=-3/332, 13-14=-210i5357, 12-13=-210/5357, 11-12=-52114420, 10-11--508f4069, 8-10=222/1403 WEBS 1-14=-8813204. 2- 14=36712, 3-14=-20191127- 3-12=-154/301, 4-12=39216, 5-12=0t1202, 5-7=-1311/224, 5-10=-2908/311, 7-10=-10711031 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108n1ph, TCDL=4.2psf. BCDL-3.Opsf, h=15ft, B=45ft, L-24it. eave=Aft, Cat. 11, Exp B, Encl., GCpt=0,18; MWFRS (directional) and C-C Exterior( 2) 0-1-12 to 21-4-0 zone.C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.25 plate grip DOL=1.25 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 rather members_ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 Ib uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . 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 (off) Vert 1-5=-60, 6-9=-30, 15-16=- 10 WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeely connectors. This design is based only upon parameters shown. and is boon individual building component, not a truss system. Before use, the budding designer mast verity the applicab6dy of design parameters and progeny incorporate this design idle the overall building design bracing indicated is to prevent buckling of individual truss web andar chord members only. Additional temporary and permanent bracing Is anaays required for stability and to prevent coitapse with possible personal Injury and property damage. For general guidance regarding the fabrication storagedelivery, erection and kimarg of trusses and truss systems. see ANSVTPH Qualify Criteria, DS"9 and SCSI Building Component Safety information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Aiexendria, VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke E.o Blvd. Tampa. FL 3661u OD Ply li Park Sgi2572-Pensacola-C_3C,AR T't&4P.r3'2 PSQ2672C-3G M ._ d Florida .rmber HYarlow. `-L. LOAD CASE(S) Standard Concentrated :. dads t01 Vert- 5=-275 MONO HIP itgvFsL? ZaxRNFJOwbymXdDbpezAO41I20yynKiF Kx nMN WARNING b rity d ign parameters and READ NOTES ON THIS AND lNCGUDED ft9/TEtC REFERENCE PAGE Mf( 7473 re 1010312015 BEFORE USE. Da - go aid I., e only ith M 1 dk T connectors. IN, designs based ohb 4 p- parameters shown add,, tar - indfivel..1 bn Ip rig component, not a truss syslen. BIdwe u_e. the b.lding des.anor mrisf verifythe appl edWi.y of design parameters and p, _pedy inco ma.ate this design into the overall building cesrgn. Bracing indicated -s to prevent 6acktrnq of individual truss w, o and/or chord- members only Additional temporary a o permanent bracing sallways required forstability and to prevent collapse with passible personal imu y and property damage Fo€ general gurdarnce ega ding the Raw tabacadon. storage. delivery, erection and bracing W trusses and truss systems. see ANSIITP11 Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke t?ast Blvd Safety Information ' i 3:able !rcm Trums Plate institute. 218 N Lee Street. Suite 312 Alexandria, VA 22314 Tampa, FL 36610 Job PSO2572C-3G 2-11-1 2-9-5 4x4 = 1 x4 1 2 Trice Type !Qty :Ply iPark Sq'2572-Pensacola-C_3CAR T11848913 r LAT 1 7&40sA,,f 19201610i7eklodustnes l is Wed Aug 16 0901 42 2017 Page 1 ID TdgKv R PxheTX3JLoYn424Py3m sM-Q laj Itgv FsL'7ZaXRN UOwbymYDa_ezhO4112Q yyn KIF 7-11-0 10-i-10 12-4-4 14-6-14 17-4-3 20-3-4 2-10 2-2-10 2 2-10 2-2-10 2-9-5 2 11 ` Scale = i:35.4 4x4 1x4 1: 4x8 = 5x5 = 4x10 = 1x4 II 7x8 19 3 4 5 6 7 20 8 ., 18 10 3x4 - 4x8 = 2x4 4x4 = 7x6 = 4x6 -- 2x4 r 8x12 = 5,6 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Plate _Offsets_(X Y)-__1i50-2-& 0.3-0j,19_ 0_3=_8,Edge [14:0_a 0,0_5=01,_ LOAD€NG (ps SPACING- 4-0 CSI. DEFL. in (loc) bdefl Lld I PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.50 13-14 >483 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 ( BC 0,77 VertUrQ -078 13-14 >309 240 i BCLL 0.0 Rep Stress Incr NO WB 0-94 Horz(TL) 0-07 10 n/a n/a BCDL 5_0 Code FBC2014t7PI2007 (Matrix) Weight- 219 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 Ste No.2 *Except* BOT CHORD Structural wood sheathing directly applied or 10-0-0 0o bracing. 5-14,5-15.7-13,5-13: 2x4 SP No.3 REACTIONS. (lb/size) 18=145110-3-8, 10=3221/0-7-8 Max Uplift 18=- 197(LC 4), 10=-453(LC 5) FORCES. 0b) - Max. Comp -,/Max. Ten - All forces 250 (to) or less except when shown. TOP CHORD 1- 18=-1182`l66, 1-2=-3378t457, 2-19=-3378/457, 3-19=-3378/457, 3-4=-7721/1036, 4-5=-7721f1036, 5-6-1154911578, 6-7=-11549,/1578, 7-20=-72771/1019, 8-20=-7277/1019, 8-9=-7277/1019, 9-10=-2700t385 BOT CHORD 17-18=-631452, 16-17=- 1036f7721, 15-16=-1036/7721, 14-15=1477/11042, 13-14=-1477f11042. 12-13=-1812'13017, 11-12=-1812/13017, 10- 11--14511013 WEBS 5-14=-1121873, 1-17=-4171/3095, 3-16=-145/1104. 3-17vr-45951624, 5-15- 3618f527, 8-11=-688/115, 9-11-925/6627, 7-11=-6073/839, 7-13=-16001256, 5-13=-110/552 NOTES- (10) 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 0-2-0 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 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 (6), unless otherwise indlcated- 3) Wind_ ASCE 7-10, Vult=140mph f3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL-3 Opsf. h= 15fL 8=45ft, L=24ft. eave=oft, Cat. 11. Exp B, Encl , GCpl=0.1& MVVFRS (directional)_ Lumber DOL=1.25 plate grip D0L=1.25 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10-0 ruff bottom chord live load nonconcurrent with any other live loads- 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 18, 10 considers parallel to grain value using .ANSItTPI 1 angle to grain formula- Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 18 and 453 to uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1965 1b down and 284 lb up at Printed copies of this document are 14-7-4 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/2009 supplements. not considered signed and sealed and the signature must be verified on LOAD CASE(S) Standard any electronic copies WARNING - Verrfy design Pa t - and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mft-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M eloly connectors. This design is based only upon parameters shown.. and is for an individual a/ding component. nor a truss system. Before use, the Wilding g designer most verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to covert buckling of individual truss web and/or chord Members only. Addhional temporary and permanent bracing is always mrfril ed for stability and to prevent collapse with possible personal in;ury and property damage. trot aonal-W grndance regarcfing the ( . fabricationstorage, delivery, erection and bracing of Musses and truss systems. see ANSI1TPll Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety 1.11 th n available from Truss Plate institute, 218 N. Lee Street- Suite 342. Alexandra. VA 22314. Tampa_ Fi- 36610 Truss Truss Type iDry :Ply Fork SG-2572-Rensacola-C_3CAR T1154,9913 7v _FLAT st w Mtd-Rlonda Lumber. panne, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Untform Loads (plf) Ver', 1-7=-67, 7-9=-294(1`=-224), 10-18-7 Concentrated Loads (Ib), Vert: 7-1965(1`( i 640 s 4,p r 19 2016 MTek Industries. Inc Wed Aug 16 09 0342 2P17 Page 2 ID TdqKvRPxheTX3,1LoYn42t4Py3m sM-Q i aj ItgvFsL9ZaxRN Uu^wbvmY6Da_ezthOG lC2QyynK!F awn WARNING - Verrfy desiprr parameters aad READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11447.7 rev. 1010312415 BEFORE USE. Desiq_ nha far use only with MlTe:kelconnectors. This des gn is based only upon parameters shown, and is for an ndividnin building component, not I a truss syshm, Bide , use. the L ildorg designer trust verify the appl caddey of ddoigo parameters and properly nconpo`ate this design into the over.! pudding dea gn. Bra4 q ndwated is to prevent buckling of individual truss web and/or Chord members only. ,Additional temooiaR and permanent bracing is I. a s .equ red to. stability and to prevent collapse Mi% possible personal injury and property damage. For general guidance regarding the - fabrrcanoe storage. del.very, ere t on a rd hracl e of trusses anc truss sy tens. see ANSItTPn Quality Criteria, DSB-89 and SCSI Building component 6904 Pa: ke East Bbd Safety Information available. fron.: n ss Plate Institute. 218 N Lae Siree-.Site 312, Aiexandna, VA 22314. Tamed, r` 366io Ply Park Sep2572-PensacolaC,_3CAR T! 1848914 SQ2572C3G iGS FLAT Bahea 4s4 1 3- 5-0 AQ* R 7 640 s ',or ID BmpiEGTrYbzDzCwFZNI 4x4 2,, 4 i. 1 5,,4 2 LOADING ( psf) i SPACING- 2-0-0 CS1. DEFL. in loc) I/deftl L/d TCLL 400 i Plate Grip DOL 1.00 TC 0,77 Vert(LL) 000 3-4 999 240 TCDL 100 Lumber DOL 1.00 BC 004 Vert(TL) 000 3-4 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 000 3 nl/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix' LUMBER- BRACING - CCfNeY9y1oz0YnKlE Scale = 1 9.6 PLATES GRIP MT20 244/190 Weight 19 lb FT = 0% TOP CHORD 2x4 SP No1 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing REACTIONS, ( lb/size) 4=440/0-3-8, 3=44010-7-8 Max Uphft4=-68(LC 4), 3=-68(LC 4) FORCES, ( 11b) - Max Comp./Max. Ten. - All forces 250 (to) or less except when shown TOP CHORD 1-4=-424,77, 2-3=-424(77 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, lh=15f; B-45ft, L=24ft, eave=4ftCat 11 Exp B, Encl , GCpr=0 18, MVV`RS (directional), Lumber DOL=l 60 plate grip DOL=lL 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 to uplift at joint 4 and 68 Ib uplift at joint 3, 6) Girder carries tie-in span(s): 8-6-4 from 0-0-0 to 3-5-0 7) "Semi - rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber lncrease=1,00, Plate lncrerrose=l 00 Uniform Loads ( pif) Vert 3- 4=-10, 1-2=-271(F=-171) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING, Viaffy design parameters and READ NOTES ON THIS AND INCLUDED Mires REFERENCE PAGE M11,7473 rev. 1010312015 BEFORE USE, Design valid for use only with W-rekS connectors This design is based onlynood parameters shown and is for an individual building component, not a truss system Before, List., the building designer most verify the applicability of design barometers and properly incorporate this design Into the overall t)n, I,J,hg design Bracing Indicated Is to present buckling of individual truss wen and,or chord members only. Adatfiona: temporary and permanent hiacmg " Is aMlays required for sterility and to prevent collapse, will, possible personalniury and properly damage For general quittance regarding the 11,41 famucanor., storage de ifv" erection and bracing of trusses and truss systems see ANSETPII Quality criteria, DSB-89 and SCSI Building Component 6904 Perky East Blvd Safety information available from Truss Plate Insulate 218 IN Lee Sl,erc Surt,,,312 Aiexandna VA 22314 Tattoos, FL 36610 Truss Iro w1 HLp Bartow, FL 1-0.0 5-0-0 4x8 '- 3 Park SW25'2-Pensacola-C_3C.AR 711848915 6AG s Apr 19 2016 W i ek , omranes- Inc. Wed oUg ?(-, be 03 43 2011 Page 1 ID xp0i6nOZRxl)OgTv_6UbHdcy3.msL-:jU8.SWDrXD9TsBjVdxBX989JkdcxFNYR91yit)zOyi)KIE 5-ti-2 5-4Q 1 .5x4 4x8 = 4 12 5 Seale = 1.37.8 3x4 _ ;.5x4 I( 3x8 _ 4x4 = 1.5x4 Il ix4 _ Plate offsets.yx Y) 12_0-1_0 E_d-geJ..I a 5 4,Q-2_Q]S_ __9.Q 2 i i6 Q_L-G.lEdgel LOADING (psh SPACING- 2-0-0 CSI. DEFL. in floc) Itdefl Lid PLATES GRIP TCLL 20-0 Plate Grip DOL 1-25 TC 0.86 Veod-L) 0-14 9 >999 240 MT20 244,190 TCDL 10-0 Lumber DOL 1,25 BC 0-70 Vert(TL) -0 33 7-9 >761 180 BCLL 0-0 Rep Stress ]nor NO WB 0.39 Horz(TL) 0.09 6 ma me BCDL 10-0 Code FBC2014PfPI2007 (Matrix) L...- - — -- --- - ! _..-----------.— -- ----- Weight- 93 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlms. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 65-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Vsize) 6=1307,'Mechanical, 2=1432f0-3-8 Max Harz 2=57(LC 7) Max Uplift 6-479(LC 8), 2=-516(LC 8) Max Grav 6=1390(LC 14), 2=1504(LC 13) FORCES. (Ibl - Max- Comp.fMax- Ten- - All forces 250 (to) or less except when shown_ TOP CHORD 2-3=-2749?936, 3-11=-3267r`1220, 4-11=-3266,11220, 4-12=-3266t1220, 5-12=3267f1220, 5-6=2706t968 BOT CHORD 2-10=-784t2418, 9-10=-781?2429, 8-9=-827,,12367, 7-8=-827t2367, 5-7=-829i2358 WEBS 3-10=01302, 3-9=431`994, 4-9=-6451399, 5-9-396;1028, 5-7=0t267 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design- 2) Wind: ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3-Opsf, h=25ft, B=45ft, L=24ft, eave=oft; Cat 11, Exp B, Enel-, GCpi=0-18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL= 1-60 3) Provide adequate drainage to prevent water pending. 4) The Fabrication Tolerance at joint 3 = 0 y., joint 5 = 0%, joint 6 = O 1, joint 2 = O l , joint 8 = 0(d), joint 10 = O l joint 9 = 0%, joint 4 = 0! , joint 7 = 0°- 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 479 lb uplift at joint 6 and 516 Ib uplift at joint 2, 9) Girder -carries hip end with 5-0-0 end setback 10) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s} or other connection device(s) shall be provided sufficient to support concentrated load(s) 265 Ito down and 135 lb up at 16-0-4. and 265 to down and 135 lb up at 5-0-0 on top chord_ The design+selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6)- 131 Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are LOAD CASE(S) Standard not considered signed and sealed and 1) Dead + Roof Live (balanced)- Lumber Increase=1.25, Plate Increase=t25 the signature must be Verified on any electronic copies WARNING - Verifydeli n Mk: g pxrxnleters and READ NOTES ON THIS ANP INCLUDED MtTEK REFERENCE PAGE PrP1h7473 sov. 1QlR3!3P15 BEFOR€ USE.Design valid for use only with yrl eletr connectors. This designis based only upon parameters shownand is for an individual building componentnota boss systembefore use. the buildingdesignermullveritytheapplicabilityofresignparametersandpropertyincomoratethisdesignintotheoverallbuildngdesignBraen9 'nd—ted is to prevent buckhng o d of a i ;.ss web and/or chord members only Adali al temporary and permanent bracings always requited fo staGility and topreventcollapsewthptssbiepersonarnlu;y and propery darage Far ge nw it dan .e regarding the fabncal}onstorage- delivery, erection and bracing of trsses and truss systems. see ANSIfTPl1 Qualify criteria. DS6-99 and 6Cst Building Component 5904 Parke East btid. Safety lommatron a—labie from Trss Plate Institute- 21F h. -ee Street S se 312, Alexandna. VA 22314. Tampa. FL 36610 IJOb Y Truss sTruss Type 'Qty PIy Park Sq'2572-Pensa ola-C_3CAR l 848915 IPSQ2572C 3G N5 NIP ,? 1 I_.-- ----- `-- Mid -Florida Lumber, Bartow. FL. 7 640 s Apr 19 2016 1 Indusines, inc. Wad Aug 16 09.03 43 2CI7 Page 2 ID.xp(F6nQZRxb0g1v_-6UbNdcy3rnsL-uU85Vv'}rXe9TsBVdxBX989Jkd xFNYR91y1t)zOynKIE LOAD CASE(S) Standard Uniform Loads (plf) Vert 1-3=-60, 3-5=-102(F=-41), 5-6=60, 2-7=-34(F=-14), 6-7=-20 Concentrated Loads (lb) Vert 3=-175(F) 5=-175(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED tri REFERENCE PAGE MIL7473 rev. 1010312015 BEFORE USE. Design valid to,, use only with Mt2ekro connectors. This design is based only upon parameters shown. and is for an individual building component. not a truss system. Before usethe hu,Iding designer must verify he applicability of design parameters and properly incorporate this design into me overall building design. Bracing recorded is to prevent Or ckling of Top inner truss wet) and/or chord members only. Additional temporary and permanent bracing is always reqllapse uved forstabiltlyandtopreventcowithpossluepersonal ligury and property damage. For general guidance regarding the fabrication- storage, delivery, erection and bracing of trusses and truss systems, see ANSItTPl1 Quality Criteria, DSB-89 and BCS1 Building Component li 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N i.ee Street. Suite 312- Alexandna, VA 22314. Tampa, FL 16610 ype OR jply Par, C.gt2572-Pensa1o18-C T 11848916 AG ; H2t Ord umber Bartow. FL 1___0c ,------ 1- 0 o 7- o HIP r MU s Fpr 19 2016 Mi t eH Industries, Inc. Wed Aug 16 09.03 44 21017 Page. 1 ID xp0 S nQ ZRxb09Tv_6U bH dcy3msL-M g iTiZsAnTblot4 pVv20hNrurDI P64wIXcn9V TiK!D 0 6,=2 14 0-4 2'-0 4 3- 5 2 3-6-2 7-40 4x4 --- 3x4 =- 4,, 4 3 12 13 4 14 5 Scale = 1.37.7 3x4 3x4 = 3x4 -- xx 4 — 3x4 -- LOADING ( psh SPACING- 2-0-0 CSI. DEFL, n too) deft d TCLL 24 0 Plate Grip DOL 1 25 TC 0.95 Vert(L.L) 0 08 6 r 999 240 TCDL 100 Lumber DOL 1.25 BC 0.65 Ve (TL) 0.23 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.05 6 lira nfa BCDL 100 Code FBC20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 `Except' 5- 6 2x4 SP No 2D BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 6-8281Mechan cal, 2=901/0-3-8 Max Harz 2=76(LC 11) Max Uplift 6=-196(LC 12), 2=-247(LC 12) PLATES GRIP M1- 20 244.1190 Weight 90 to FT = 20,0 BRACING - TOP CHORD Structural wood sheathing directly applied, BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. FORCES. Qbt - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-'362(451, 10-11 =-1 2901454, 3-11=-1269/470, 3-12=-11371489, 12-13=-1136.1489. 4-13=-1136/489, 4-14=-11431482, 5-14--11431482, 5-15=-12751462, 15-16=-1282r`448, 6-16=-1346f446 BOT CHORD 2-9=342t1127, 8-9=-36411206, 7- 8=-364r1206, 6- 7=-327t1133 WEBS 3-9=-221316, 5-7=-161`315 NOTES- (10) 1) Unbalanced roof Live loads have been considered for this design. 21 Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL-3.Opsr h=25ft, B=45ft, L=24ft, eave=4ft; Cat_ 11, Exp B, Encl-, GCpi=0.18, MWFRS (directional) and C-C Exterior( 2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 7-0-0. Extenor(2) 7-0-0 to 18-3-3, Interior(1) 18-3-3 to 20-10-12 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1-60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending_ 41 The Fabrication Toierance at joint 3 = 00l-, joint 5 = 0l , joint 6 = 0 l , joint 2 = 0 , joint 8 = 0 0, joint 9 = 0 f , joint 4 = 0%, joint 7 = 090 5) This truss has been designed for a 10.0 psf 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) Refer to girder(s) for truss to truss connectlons- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 Ile uplift at joint 6 and 247 lb uplift at joint 2 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysts and design of this truss. 10) Truss is designed with, and confirms to the 2007 Florida Building Code wf2009 supplements Printedcopies of this document are not considered signed and sealed and the signature must be Verified on any electronic copies WARNING - Verify design pat fres and READ NOTES ON TNtS AND tNCLUDED MITEK REFERENCE PAGE Mt) 7473 r . 10103,2016 BEFORE USE. Design va o fV se only with M,T k4, -r-oho s IN., des,gne based only upon paramse,s shown and is for an rialvidual building n4 component. not a miss syster- Before use the bu ld rigdes gne must verity the app i-lb -ty of de.s gn Parameters and a. operly incorporate this dm gn into ths oslrar boiidmg des gn. Braang IndicateU s to prevent buckling of individual truss web andtor chard members only. .Additional temporary and permanent bracing - is always requ ed for stabtlity one 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 ANSUTP11 Quality Criteria, D513-89 and Boat Building Component 6904 Parke East Blvd. Safety Infarma6on avaitabie from 1russ Plate Institute, 218 N Lee Street_ Suite 312, Alexandria, VA22.314 i Tampa. FL 36610 Job Truss 3FFJSSType Qty 'Ply Pa;k Sg12572-Pensacaia C_3CAR Tttfl4fl9i7 . PSQ2572C-3G N3 HIP 1 idMId-Flora toofBartow, r=L. Eid`J s Apr 19 2G16 MiTeR industries Inc. Wed Aug 16 09.03.44 2011 Page 1 ID. xpOt6nQZRxbOgTa 6UbHdcy3msL-MgiTlZsAnTbjot4pVv2OhNr2EQGs53G€Xcn,9Vtyni<ID i._ 1 0 0-;.---_- 4-9-4 9-aG r -._ - ... t .- - -- i 0 4 1630 21 0 4 1- 0-0 4-9-4 4-9-4 4 2-12 3-0-4 4-2-12 4-9-4 Scale - 1.37.1 4x4 -- deg =_ 4 11 5 3x4 3x4 =_ 3X8 - bee -- LOADING ( par) SPACING- 2-0-0 CSi. DEFL. in loc) deft LID TOLL 20.0 Plate Grip DOL 1.25 TO 0,29 Vert(LL) 0-19 2-9 999 240 TCDL 100 Lumber DOL 1.25 BC 0,81 VerpTL) 0.51 7-8 487 180 BOLL 0-0 ( Rep Stress Incr YES WB 0-16 Horz(TL) 0.05 7 n='a nta BCDL 10.0 Code FBC2014,,TP[2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS, ( lb/size) 7=82710-3-8, 2=90010-3-8 Max Herz 2=95(LC 11) Max Uplift ?=-196(LC 12), 2=-247(LC 12; PLATES GRIP MT20 244,1190 Weight 102 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing FORCES. ( lb) - Max. Comp.fMax. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-10=-14211529, 3-10=-2382f539. 3-4=-11275423, 4-11 =-956/423, 5-11=-956r`423. 5-6=-1136f427, 6-12=-13311534, 7-12-1431J524 BOT CHORD 2- 9=-441/1226, 8-9=-2251955, 7-8=-42911237 WEBS 4- 9=-751308, 5-8=-73J308, 3-9=-318/227, 6-8=-3241232 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108nrl TCDL=4-2psf, BCDL=3. Opsf, h=25ft, B=45ft: L=24ft. eave=4ft, Cat. 11, Exp B. Encl-, GCpi=O-18, MVVFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Inter9or(1) 2-0-0 to 9-0-0. Exterior(2) 9-0-0 to 12-0-4, Intenor(1) 16-4-15 to 20-10-8 zone,C-C for members and forces & MVVFRS for reactions shown, 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 pat bottom chord live load nonconcunent with any other live loads. 51 ` 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. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at )t( s) 7 and 2- This connection is for uplift only and does not consider lateral forces. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design pararnefers aad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IJIV7473 rev. 10103( 2015 BEFORE USE. Design valid for use only with Mi7ek4 connectors. This designs based any upon Para iieters shown. and is for an individual building component, not a truss ystem. Before usethe building designer must verify the applicab by of des gn t ammeters and properly incorporate this design into the overall building design. Bracing indicated ism prevent buckling of d iduai truss web and!or cl ord members only Additional temporary and permanent bracing Is always required for stabiifly and to prevent collapse with possible personal injury and property damage. For general gmdanee regarding the - fabrication- staragsdelivery, erection and bracing of trusses and truss systems. see ANSFTPII Quality Criteria, DS5-89 and SCSI Building Component 6904 Paine East Bivd. Safety Information available from Truss Plate institute 218 N. Lee Street, Suite 312. Alexandra. VA 22314. Tampa- FL 36610 PSQ25-2C-3G Mid-Fl-orida ,.umbar- Truss Type JACK Park Sq:'2572-Pensaceia-C_3CAR T11848918 7.640 s Apr 19 2016 MTak Industnes- Inc Wed Aug 16 09.03 45 2017 Page 1 ID_pJ5oOKFQVyy`cd'TOUrGsEbty3msY-gsG,`wvtoYnjaQ1f73cZdt)aOGxQm LrY1SmGW 1 tiynKiC 1-0-0 3-0-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. TOLL 200 Plate Grip ROL 1,25 TO 0.10 TCDL 10.0 Lumber DOL 1,25 BC 009 BCLL 00 " Rep Stress [nor YES WB 000 BCDL 100 Code FBC2014, rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=701Mechanical, 2=196t0-3-8, 4=28dMechanical Max Harz 2=74(1-C 12) Max Uplift3=-37(LC 12), 2=-730LC 12) Max Gray 3=70(LC 1), 2=195(LC 1), 4=56(LC 3) FORCES. (lb) - Max- Conp.Wax- Ten- - All forces 250 (Ib) or less except when shown Scale= 1.12.a DEFL. in (loci Itdefl Lot! PLATES GRIP Verl(LL) -0-00 2-4 =999 240 MT20 244t190 Verf(TL) -0-01 2-4 >999 180 Horz(TL) -0-00 3 nta nfa Weight- 11 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108rnph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft. 13=45ft, L=24ft, eave=4ft, Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1} 2-0-0 to 2-11-4 zone, end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 31 ' 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 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 37 Ib uplift at joint 3. 6) One RT4 LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 2- This connection is for uplift only and does not consider lateral forces. 7) "Semi rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE M11-7473 re,, 10103-'2015 BEFORE USE. Design vai d for use only with %Tekt2 -onechri s. This design is based only upon parameters shown, and is for an Individual building component not a truss system Before usethe b lid nq designe.r most verify the appiicab lily of design parameters and properly incorporate this design into the.,,rail bu, dmg,Je,,qn B`ac og indicalei stop event buckling of Ind, dual truss web and/or chord members only. Additional lemp.rary and permane l bracing '? is always mre u'd to- stabOly and to prevent collapse with possible personal injury and property damage. For gene. ai gumancc regarding the 6 W , fabncapon. storage. delivery, erector, and bracing ortrusses and truss systems. see ANSIITP11 Quality Crtteria, DSB-89 and BCSI Building Component 6904 Parke East Bivd. Safety information available fmm Tmss Plate institute, 218 lit. Lee Street, Suite 312, Atexand,m VA 22314. Tampa- FL 36oiC, Job Truss Truss Type iOty iPiy IPark SW2572-Pena.c.la-4__31-AR II T, ly48919 PSQ2572C-3G i ill JACK 18 7.640 s Apr Is 2016 Mhok Industries Inc. Wed Aug Is 09 M 45 2017 Page I ID POx4K70CCFjFldL)AgC6W9qy3n)sK-<)sGPAvloYnjaQ!f?3cZdDaOCdQjclrY!SmGW 1HynKIC 1-0-0 5-0-0 Scale = 1 17 a 2x4 ---- LOADING (PST) i SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25i TC 0,38 Ven(LI-) -003 2-4 r999 240 MT20 244/190 TCDL 100 Lumber DOL 1,25 BC 0,26 VerhTL) -007 2-4 809 180 BCLL 00 Rep Stress Incr YES VVB 000 Horz(TL) -000 3 n/a n/a BCDL 100 Code FBC2014,TP12007 Matrix) Weight. 18 in FT = 20%, LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SO fdo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS, (Ili/size) 3=1281Mechanical, 2=275/0-7-8, 4=46/yjlechanncal Max Harz 2=107(LC 12) Max Uplift3-72(-C 12), 2=-86(LC 12) Max Grav 3=128(LC 1), 2=275(1-C 1), 4=93(-C 3) FORCES. (b) - Max. Comp,/Max, Ten. - All forces 250 (to) or less except when shown NOTES- (8) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf. BCDL=3,Opsf, h=25ft, B=45ft, L=24ft, eave=6ft, Cat 11, Exp B, Encl., GCpr=0 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=l 60 plate grip D0L=1 60 2) The Fabrication Tolerance at joint 2 = 0% 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 gindens) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 In uplift at joint 3 and 86 lb uplift at joint 2, 7 "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIr-7473rev. 10103,7015 BEFORE USE. Design valid for use only with rdirroker -connector, This design . based only upon parameters shown, and is for an individual poildIng Gomponent not atruss system. Before use. the building designer most va,hy to, applcofledily or design parameters and property incorporate this design into the over all i building ob,agn Snoring indicated is to prevent buckling of and ividUis'truss web andior chord members only. Additions! temporary and permanent tc-ac,og is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Max fabrication, storage, delivery erection and bracing of trusses and trusseystamy see ANSUTPH Quality criteria, DSB-89 and BEST Building component 6904 Parke East died Safety Information available from, Truss Plate Institute 218 N. Lee, Street Suite 312 Alexandria VA 22,,14 1—ir. FL 36610 ype nan, Sa'2572 Pensa-bi-C-3CAR T'1848920 PSC2572C-3G PA—dTIA'sh, _Ijrnbe° J7 11 JACK I36 7.640 S Apr 19 2016 sT-Tok indriones, Inc Wed Acit 16 09 03 46 2017 Page 1 ID POx4K70CCF,iFIdUAgC6W9qy37,isK-13qE8EtQJ4rR2BE-C(-,KSs;,nxG8q?Oa?i-ib_wGFZIynKIB 1 -0-0 7-0-0 2xy, = Scale = 1222 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in Doc) I/defl Lid PLATES GRIP TOLL 200 Plate Grip DOE.TC125 i 077 Vert(LL) -0 12 I 2-4 >688 240 MI 20 244/190 TCDL 100 Lumber DOL 1 25 PC 057 VerDTL) -029 2-4 >275 180 BOLL 00 Rep Stress Incr YES VVB 000 Hot-z(TL) -000 3 n/a rha BCDL 100 Code FBC2014/1-P!2007 Matrix) Weight 24 in FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No_2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 Go bracing REACTIONS. ( Vsize) 3,191,'Mechanical,2=35210-7-8,4=66/MechanicaI Max Harz 2= 141 (LC 12) Max Up6fl3=-108(_C 12). 2=-94([_C 12) Max Grav3=19-ll 1), 2=352(LC 1), 4=133(LC 3) FORCES. ( 1b) - Max Comp/Max Ten - All forces 250 (lb) or less except when shown NOTES- ( 8) 1) Wind ASCE 7-10. Vult=140mph (3-second gust) Vasd= 108mph, TCDL=4 2psf. BCDL=3,0psf, h=25ft, B=45ft, L=2411:, eave=6ft, Cat 11. Exp B, Enci., GC;s=0 18, MVM`RS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, loterar(l) 2-0-0 to 6-11-4 zone,G-C for members and forces & MVVFRS for reactions shown, Lumber D0L=1 60 plate grip DOL-1 60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 par 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 108 to uplift at joint 3 and 94 to Uplift at joint 2. 7) " Semi -rigid prichbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Truss is designed with and confirms to the 2007 Florida Building Code w.12009 supplements Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verge design g—raia— end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 —, 10103/2015 BEFORE USE, Design valid for use only wbr, rdrTekar correctors This design is based only npon parameters shown and is is, an uaivdual building component not a truss syslo-m Berms use the budding ,, designer —st serfs the appeabifis ol design patsm,,se- art(! proporly incorporate, this design into thc overall In ch,qdosign Bracing Indicated is to proven! backing of individual Inos web and/or chord res-trans a,ly. Additiona; temporary and permanent bracing is always required to, slaty hly and to prevent collapse with possible personal injury and property damage. For general „guidance regarding the. faldrsarion, storage delivery eectiori and braong of trusses and truss systems, see ANSIfTi Quality Criteria, DS"9 and Bost building Coaratna-1 i 6904 Parke East Blvd Safety Inernnarthon available, I—, Truss Plate rishInte 218 N. Led Street Suite 312 Aresair-orna VA 22?14 i iToothy. FL 36610 Truss Truss Type iQty }Ply 1 Pan, Scr1257.1-Pensntca-C 3CAR T 11848921 KJ3 JACK Mid-Ferida tnmber. Borrow. FL 7.640 s Apr 22 20 16 enTeK Industries Inc Wed Aug 16 09 46 19 2017 Page 1 ID xpOi6nQZRxhOgTv_6UbHdc.y3msL-ZwNiRfeg3shMBAmUjQ;luwA,GyRmFeJN2cBsaFynK71 4-2-15 ---- -------- 1-5-0 4-2-15 Scale 1"=1' LOADING (psi SPACING- 2-0-0 CSL DEFL. in hoc') I/defi L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0 17 Vert(-L) -0.01 2 A' >999 240 MT20 244/190 i1 25 TCDLlLumberDOL3C 016 1 Vert( TL) -0,03 2-4 999 180 BCLL 00 Rep Stress Incr NO WB 000 Horz(TL) -0,00 3 Pro rha BCDL 100 Code FBC2014,'TP12007 Matrix) Weight 15 lb FT = 201 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 4-2-15 Do purlins. BOT CHORD 2x4 SP ldo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( b/size) 3=67/Mechanical,2=171/0-3-8,4=28/MechanicaI Max Harz 2=48(LC 8) Max Uplift3=-25(l-C 8), 2=-83(LC 8) Max Grav 3=67(LC 1), 2=171(LC 1), 4=67(LC 3) FORCES. ( to) - Max Comp.,Max Ten - All forces 250 (C) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4fl, Cat. 11, Exp B: Encl_ GCpp=0.181 MVVFRS (directional), Lumber DOL=l 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 hearing plate capable of withstanding 100 Ild uplift at joint(s) 3. 6) One RT4 LISP connectors recommended to connect truss to hearing walls due to UPLIFT at fits) 4 and 2. This connection is for uplift only and does not consider lateral forces 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss- 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=1 .25 Uniform Loads (pit) Vert 1-2=-60 Trapezoidal Loads (p1f) Vert 2=-2(F=29, 3=29)-to-3=-64(F=-2, B=-2), 2=0(F=10, B=10)-to-4=-21(F=-1, 6=-1) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Al WARNING, Verity dealer, P—lonciall and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 -v. 10103/201" BEFORE USE, Design valid to, use only xno M Take connectors. This design is tarnor only upon parameters ahn— arme for on ind,,di.al building toosermoril not truss system. Befo use. the soilmog design er must vordy the a0pi—oMy of design parameters arid bmiaerly mArriloate anis design interne overall buildutgd- ig,, Boo ing,ndazarel, is to apavenars-Ing ofmcl truss ends add.A chord members only. Addltiorialtemporary and permanent L,aGing Is always required to, stability and to Prevent collapse, with possible personal injury and property damage. For general guidance regarding the INEW fabrication storage. delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria. DSB-89 and SCSI Building Component 61404 house East Blvd Safety Information available from Truss Plate Institute 218 N Lee Street Suite, 312 Alexandria VA 22314 Tampa FL 2,6610 Ply i Park Sgt2572-f'eosad. a-C_3GAR T11848922 PS02572C-3G M,d-Florida Lumber- Bartow FL uor c>ic`k MONO TRUSS 7.640 s Apr 19 2016 MiTek hdc.sines- im, tyred And 169g 63 46 20'7 Page =- ID tCVSXTRq,-Za'6wn3NEvdlity3ms,l-I3gEBEtQJ4rft26ECCK5smCxGRq_Da7Htb_,wGFZ1ynKIB 0-14 5 C 3-4-11 2e4 -- Scale = 1 17.0 LOADING (psf) (psf) SPACING- 2-0-0 CSI. DEFL. in loe) deft L?d PLATES GRIP TCLI_ 200 Plate Grip DQL 125 TC 4.82 Vert(LL) -0.12 2-4 >666 240 MT20 244/190 TCDL 10-0 Lumber DOL 1.25 BC 062 Vert(TL) -0.29 2-4 >279 180 BOLL 00 ' Rep Stress Inor NO WB 0_00 Horc(Tl_) -0-00 3 nia ma BCDL 100 Code FBC2014=TP12007 Matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-14 oc purlins BOT CHORD 2x4 SP No -2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib,'size) 3=229fMechanical, 2=27114-7-8, 4=81/Mechanical Max Harz 2=97(LC 8) Max tJpl(ft 3=-113(LC 8), 2=-91(LC 8) Max Grate 3=229(LC 1).2=271(LC 1).4=148(LC 3) FORCES. (Ib) - Max. Comp !Max_ Ten_ - All forces 250 (kb) or less except when shown NOTES- (9) 1) Wind, ASCE 7-10, Vuit=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDt_=3-Opsf, h=25ft, B=4511; L=24ft, eave=6ft, Cat. IF, Exp B, Eric[ , GCpi=0_18, MWFRS (directional), Lumber DQL=1 60 plate grip DOL-1.60 2) The Fabrication Tolerance at joint 2 = 0`yo 3) This truss has been designed for a 10 O 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 113 lb uplift at joint 3 and 91 lb uplift at joint 2. 71 "Semi -rigid pltchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6)- 9) 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_25, Plate Increase=1.25 Uniform Loads (p6) Vert 1-5=-60 Trapezoidal Loads (plt) Vert- 5=0(1`=30, B=30)-to-3=-106(F=-23, B=-23), 2=-2(F=9, 13=9)-to-4-=-35(1=-8, 13--8) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design D.—met— and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE GAGE M11-7473 rev. 1010312015 BEFORE USE, Desgn vatic `or use only with Mr; eK connectors. Ths desig-s based only upon parameters shown. and rs for ar individual middingromporert. not a truss systoni Before ust,. the ducting desncaner must verify the applicability of oesyn parameters d u himsir., lcorpe=ate fn s design into the overar build rig desgn. Braang indicated is to prevent suckling ch nd vrdua; Luss web andtos chord members only. Apd t o..ai temporary and permanent braclne, vA is always equ red for stability and to prevent collapse w th possible personal mlu,y and property damage. For general gwdance regarding fpe fabrication.. storage, delivery- erection and bracing of trusses and truss systems ste ANSITTRII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Bivtl. Safety Information available from Truss Plate Institut,. 218 N. Lee Street- Suile 312, Aexanora- VA 22314 Tampa, FL 16610 Job PSQ2572C-xG l KJ7 Truss Type MONO TRUSS Park Sq£2572-Pensacola-C_3CAR T11&4R923 Mid -Florida Lumber. Bartow. Fl_. 7 640 s Apr 19 2016 M[Tek industries, Inc. Wed Aug 16 09'03'.47 2017 Page 1 ID tCVSXTRgzZ6wn3NEvdIily3msJ-mFOci,.au24OzHfLpOA1c519Tl1BEMXJNgIDa^p6AynKIA 5-2-4 9-1G-13 1-5 G 5-2-4 4-8-9 Scale = 1 223 q bi 2x4 5 3,,4 =_ 5-2 4 _ 9-10,12 5._24 .__ 4-8-9 1 LOADING (par) SPACING- 2-0-0 CSC, DEFL. in too) kdefl Ltd PLATES GRIT' TCLL 20,0 Plate Grip DOL 1,25 TO 0,63 Vert(LL) -0,02 6-7 >999 240 MT20 244f190 TCDL 1Qi Lumber DOL L25 BC 049 VedfTL) -010 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,38 Horz(TL) 0,01 5 me nla BCDL 10.0 Code FBC2014,TP12007 Matrix) Weight 42 to FT = 20°r`o LUMBER- BRACING - TOP CHORD 2x4 SP No_2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ae purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 PC bracing. WEBS 2x4 SP No 3 REACTIONS. (Ibtsize) 4=2531Mechanical, 2=42910-7-8, 5=3771Mechanical Max Harz 2=171(LC 8) Max Uplift4=-134(LC 8), 2=-111(LC 8), 5=-62(LC 8) Max Grav4=259(LC 13), 2=429(LC 1), 5=377(LC 1) FORCES, (to) - Max. Comp/Max - Ten. - All forces 250 (ib) or less except when shown. TOP CHORD 2-3—799185 BOT CHORD 2-7=-214r730, 6-7=-214/730 WEBS 3-7=01274, 3-6=-793t232 NOTES- (9) 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph. TCDL=4.2psf, BCDL=3-Opsf, h=25fl B=45ft, L=24ft, eave=6ft; Cat_ I1: Exp B, Encl., GCpi=0.18, MWFRS (direc8onah) Lumber DOL=1-60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0l , joint 3 = 0%, Joint 7 = 0°I , joint 6 = 0l 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 Eby others) of truss to bearing plate capable of withstanding 134 Ib uplift at joint 4, 111 Ib uplift at joint 2 and 62 to uplift at joint 5. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 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 €ncrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-8=-60 Trapezoidal Loads (pit) Vert- 8-O(F=30, B=30)-to-4=-148(F=-44, B=-44), 2-2(F=9, B=9)-to-5=49(F=-15, B=-15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE iiiiie— Design valid for use only with MiTesc connectors. This design is based only upon parameters shown- and is for an IndividI& building component- not a truss system. Before se. the buldiny+ designer must —rut the applicab loy of ensign parameters and prepedy incorporate Mrs des a Into the -orali building design. Bracing indicated is to prevent duckling tomd,arLi.1 veb and/or chord memoe s only. Additional temporary and permanent bracing Is aXwaYs reGmred to stability and to prevent collapse with po_,itrie personal injury and property daroa4e. Far qe leral qa dance regarding the RX, fabricatiorstorage, delivery. erection and oracle, of trusses and firs, systems, see ANS6'TPIt (2uaiky Criteria, DSB-89 and BGSI Building component WN Parke East Blvd. Safety Information available from Truss Plate Institute. 2 is N Lee Street. Suite 312, Alexandria. VA 22314 , Tampa. FL, 36610 Truss ;Truss Type oty Ply Part, Sqt2572-Prnnsacdia-C_3CAR T11848924 3G KJ58 I MONO TRUSS Mid Florida lumber Barlow. Ft. 1640sc,ld, 192016Mil eeindustries, Inc Wed Aug 16i)tld54f 2011 Page I ID tCVSXTRqzZr6wri3NFvdlily3msJ-rnFO,-.Lau24OzHfLpOAlc,51?TaxEGoJRNIDa?,,)6AynKlA 51 7-10-1 2 8-14 I ZlIIIIIIIIIIIIII Scale = 1 18 3 LOADING ( Usf) SPACING- 2-0-0 CS1, DEFL. in too) Vdefl Lid PLATES GRIP TOLL 20,0 Plate Grip DOL 1,25 TC 0,20 Vert(LL) -019 2-6 >483 240 MT20 244/190 TCDL 10,0 Lumber DOL 1,25 PC 0.86 Vert(TL) -048 2.6 >185 180 1 BOLL 00 Rep Stress [nor NO We 007 Horz(TIL) 0.00 5 n/a ma Bl 100 Code FBC2014,'TP12007 (Matrix) Weight 31 in FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 no Dunne BOTCHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - WEBS 2x4 SP No 3 REACTIONS, ( lb/size) 4--126/Mechanical, 2=308/0-7-8, 5=260/Mechanical Max Harz 2=1 14(LC 8) Max Uplift4=-65(l-C 8), 2=-95(LC 8), 5=49(LC 8) Max Gray 4=128([_C 13). 2=308(LC 1), 5=260(!_C 1) FORCES. ( Ibl - Max Comp /Max Ten - All forces 250 llm or less except when shown - TOP CHORD 2-3=-286i49 WEBS 3-6=-295/144 NOTES- ( 9; 1) Wind ASCE 7-10, Vult=140mlph (3-second gust) Vasd=108mph, TCDL=42psf. BCDL-3 Opsf, h=25ft, B=45ft. L=24ft, coal Cat, 11 Exp B, Encl, GCp(=O 18, MvVFRS (directional), Lumber DOL=l 60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 01%, joint 3 = Old, 3) This truss has been designed for a 10 0 par 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) to;, truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 4, 95 to uplift at joint 2 and 49 a uplift at joint 5 7) " Semi -rigid pitchbreaks including heels" Member end flaky model was used in the analysis and design of this truss 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) 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 ncrease=1 25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-7=-60 Trapezoidal Loads (pit) Vert 7=0(F=30, B-30)-to-4=-118('=-29, B=-29), 2=2(F=9, B=9)-tc:-5=-39(F=-10, B=-10) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity design pararvinew and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10,103,12015 BEFORE USE. D" le, valid for use only with MJeferr, p.rin-t— The do,aq-, based only pact, parameters shown and is for an Individual building, component- not a rose sySer, Before ,sk tre bit,nq declare, most verity the appipatAry or dos,q, p.errev- -d pudRemy =opo, ate the oes,gr, iot. the ove, all butoingde' ,gn Brvrang na—rac! is to prevent bocking cf,nd,,diml fi,nss web inWor chord members nry Add itiona!temporar),and permanent bracing Ill always Psek"' ed far asooky and to dv,err collapse will, possible persons rijury and property damage. For gene- guidance regarding the fibb-taQ, storage, delrve,), erection and bnatar,g idtrusses and I—, rystems. — ANSIITP11 Quality Cutera, DS"9 and Goal Building Component I 6904 Parke East Blvd Safety lon—ation tf, firlaow fro,, Tnrss Plate Institute 218 N Led Street Suite 312 Alexandria VA, 22314 Tamps c- 3661C Truss Truss Type C2!} PIy iPars Sq-`2572-Pensacola-C_3CAR 3G jLi ripT1164492` a Lumber. Bads., FL. 7 c40 s Apr 19 2016 Muid, Industries. Inc Wed Aug 16 Fry 03:48 2017 Page 1 ID-L7XPA EnkegNJrIIYL72fy3msZ-FRy_Zwvgri58HVOakk7KrDOlidel2tWuSEIMecyriKt9 1-0-0 4-9-4 9-Q-G 11-4-G 15-fi-i2 20-4-0 21-4-0 1-0-0 4-9-4 4-2-12 2-4-0 4-2,-12 4 9-4 1-0-0 Scale = 1 38.0 4x8 = 4x4 -_ 4 c 3x4 - 4x5 3x4 = 3x4 -- 3x8 .- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Itdefl L/d TCLL 20.0 Plate Grip DOL 1 25 TC 0.26I Ve t(LL) 0 17 2-11 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0,75 Vert(TL) Q 45 2-11 525 180 BOLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 7 n/a Fro BCDL 10.0 Code FBC20141TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=867I0-7-8, 7=867IQ-7-8 Max Harz 2=96(LC 11) Max Upllft2-243(1--C 12), 7 =-243(LC 12) PLATES GRIP MT20 244,/190 Weight 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc pul-Ims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (to) - Max. Comp./Max _ Ten. - All forces 250 (ib) or less except when shown - TOP CHORD 2-12=-1301t441. 3-12=-12641451, 3-13-10271346, 4-13=-960rl 4-5=-8671362, 5-14m-9611358, 6-14-10281346, 6-15=- 1264/451, 7-15=-1301i441 BOT CHORD 2-11=-322,`1109, 10-11-154f866, 9-10=-1541866, 7- 9=-337t1110 WEBS 4-11=-55{282, 5-9=-65,282, 3-11=-290;192, 6-9=-290t192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108ni TCDL=4.2psf, BCDL= 3.Opsf, h=25ft, 13=45ft, L=24ft, eave=4ft, Cat_ IL Exp 6; Encl, GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 11 -4-0, Interlor(1) 14-4-0 to 21-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding_ 4) This truss has been designed for a 100 psf bottom chord live Toad nonconeurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7_ This connection is for uplift only and does not consider lateral forces_ 7) "Seri -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARMING - Verify deafen parameters and READ NOTES ON THIS AND INCLUDED hired REFERENCE RAGE Mll-7473 rev 10,03,2015 BEFORE USE. Design valid tar use only wan VhTerre? connectors. This design is based only upon parameters shown. and Is for an Individual building componentnot a truss system. Before use. the b hiding designer must verify the applicability of design parameters and properly i. Corporate this design into the overall r-ld ng design. bracing indicated s to prevent buckling of nducmiai truss eb and:or chord members only. Additional temporary and permanent bracing ( Is always redundo for stability and to prevent collapse with possible persona, injury and property damage. For genaid rai guanceregarding the Wow fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPH QualityCabana, DSB-89 and SCSI Building Component ( 6904 Parse East E31vd Safety Information available from Truss Plate Institute, 218 N. Les Street. Suite 312, Alexandra, VA 22314 Tampa, F2 36610 Park Sq'2572-oru eacota-C_3CAR Tt184&926 no Mid -Florida L..MVer- Bartow. FL. 7.640 s Apr 19 2016 M;Tek industries_ Inc. Wed Aug 16 09.03:49 2017 Page 1 ID L7XPA-_FnkegN?JrIIYL22fv3;risZ-;eVvMmGwic?D"%veznlSeZDQZuX1wXnJt2hu UvA2ytnK18 1 r e y _. rzg-4 0 0...._.-._._.____ 10 2-G __..v._ 13-4 G _ 16-6 12 20-4 -4-0 . 1-G-0 3-9-4 a 2-12 3-2-0 :3-2-0 . 2 12 3-9-4 1_C .-- Scale = 1:37.3 11 6 3x5 =- 4x4 — 3x8 3,,4 -. 4,,4 13 5 1A LOADING (psf) SPACING- 2-0-0 CSI, TGLL 20-0 Plate Grip DQL 1 25 TC 0-32 TGDL 100 Lumber DOL 1-25 BC 0.97 BCLL 0.0 Rep Stress Incr NO WB 020 BCDL 10-0 Code FBC2014,,,TP12007 Matrix} LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ibr`size) 2=167510-7-8, 8=167510-7-8 Max Harz 2=-77( LC 6) Max Upllft2=-635(LC 8), 8=-635(LC 8) Max Grav 2=1854( LC 13), 8=1854(LC 14) 3x8 = DEFL. in (too) / deft Ud Vert(LL) 0-11 10-12 >999 240 Vert(TL) -0.32 2-12 >743 180 Horz(TL) 0.10 8 ma Tea 3x5 PLATES GRIP MT20 2441190 Weight 100 to FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-3 no bracing FORCES. (to) - Max- Comp,/ Max. Ten_ - All forces 250 (Ib) or less except when shown - TOP CHORD 2-3=- 325311162, 3-4=315911153, 4-13=-281711059, 5-13=-281711059, 5-14=281711059, 6-14=-2817r/1059, 6-7=-315911153, 7-8=-32531`1162 BOT CHORD 2-12=- 947i2868, 11-12=-103813035, 10-11=-1038,'13035, 8-10=-947(2810 WEBS 4- 12-63t531, 5-12=-344f193, 5-1O=-3447193, 6-10=-63,531 NOTES- 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=3.0psf, h=25ft; B= 45ft; L- 24ff, eave=411, Cat_ 11, Exp B, Encl., GCpi=Q18, 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_ S) " This truss has been designed for a live load of 20 prof 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at )t(s) 2 and 8- This connection is for uplift only and does not consider lateral forces. 7) Girder carries hip end with 7-0-0 end setback. 81 "Semi -rigid pftchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(sj shall be provided sufficient to support concentrated toad(s) 584 Ib down and 297 lb up at 13-4-0, and 584 lb down and 297 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others 10) In the LOAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back (B)- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber Increase=1-25, Plate Increase=l-25 Uniform Loads tplh Vert: 1-4=-60, 4- 6=-126(F=-66), 6-9-60, 2-8=-42(F-22) Concentrated Loads (to) Vert 4=-385fl6=385(F) d Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify dosign psraraetors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE Ni rev. 10103,`2015 BEFORE USE. D x,q aiid for u u o- ty with glJoK , connecters This de5gn s based only upon parameters shown:_ and is for an md.vrdual building component- net i a truss system. Beforeuse, the building designer must vetlfy the atro—Ni ly of design parareters and property incorporate this design in o the overall building design. Bra ng indicated is to nrevent buckling of ind vidual truss web and/or chord members only. Additional temporary and permanent bracing , ' L is always required to, 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 ANSItTPf1 oughts Criteria, DSB-89 and BCSI Building Component 69CA Paeke E-1 Blvd Safety Information avallarry from Truss P Iaie institute, 218 N Lee Street, Suite 9'2- Alexandna- Vo 22314 `amps, ^L 36610 Park Sp;2572-Pensacola-C_3C:AR T11848927 PSQ2572G 3G !M1 (MONO HIP I1 1 I Mir larida Lumber. Barlow. FI_ 7.640 s Apr 19 2016 MITek tndustnes, Inc. lived Aug 1609.03.50 2017 Pape 1 In L03rloSSkszzXxeZnd8_EFy3msl-Bg3k_cwwNJt-sXcYzr99owe54ORMhWa7FvYE-iVynKl7 3-0-8 S-6 8 7-0-0 3-Q-8 2-6-0 1-5-8 Scale = 120.1 fire —.. 1.5x4 ,... 4 LOADING (psf) SPACING- 2-0-0 CsL TCLL 20.0 Plate Grip DOL 1.25 I TC 0,21 TCDL 10.0 Lumber DOL 1 25 BC 0.59 BCLL 00 ' Rep Stress Incr NO WB 0.97 BCDL 100 Code FBC2014r7P12007 Matrix) DEFL. in (too) I,Idefl Ltd PLATES GRIP Vert(LL) -0.02 6 =999 240 MT20 244/190 VerLTL) -0,06 1-6 >999 180 Horz(TL) 0-01 5 nta nia LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=1189l0-3-8, 5=21491Mechanical Max Harz 1=92(LC 8) Max Uplift 1=-357(LC 5), 5-757(LC 5) FORCES. (lb) - Max- Comp./Max - Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1-2=-21661688.2-3=-2051f684 BOT CHORD 1-7=-65711903- 6-7=-657f1903- 5-8=-253/727. 5-8=-253, r27 WEBS 3-6=-87312548, 3-5=-1681/585 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 3-10-7 oc purlins, except end verticals - Structural wood sheathing directly applied or 9-0-6 oc bracing. NOTES- (10) 1) Wind ASCE 7-10, VulW40mph (3-second gust) Vasd-108mph, TCDL=4.2psf, BCDL=3-Opsf. h=251"t, B=45ft. L=241T eave=oft, Cat- II; Exp 6. Foci, GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate grip DQL=1 60 2) Provide adequate drainage to prevent water ponding. 3) The Fabrication Tolerance at joint 1 = 0 %, joint 3 = 0 %, joint 4 = 0 Y-, joint 5 = 0 %, joint 6 = 01u, joint 2 = 01 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 rmembers. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 1 and 757 ib uplift at joint 5- 8) Hanger(s) or other connectron device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 68 lb up at 2-0-12, and 1788 to down and 656 Ib up at 4-0-12, and 828 lb down and 304 to up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- 10) 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=1-25, Plate Increase=1.25 Uniform Loads (pit) Vert1-3=-60, 3-4=-60,1-5=-20 Concentrated Loads (b) Vert. 6=-1788( B) 7-185(B) 8=-828(B) WARNING Vwrfy de ge pararnete s and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11 7473 rev, 1010312015 BEFORE USE. Design valid for use only with M Tekvy o-t-a This des tr to based onp upon parameters shownarld is for an harviduai. b litinng component- not a truss Sy_tem Before usethe pulldrmi design . ult ve.ity the appi- xb i try of design parameters an! p,operry incorporate th s design into the overall buiid.mg des gr Bracing tndicat d s to prevent bucking of nvrvttlua't us_ web andlor chord members only Additional temporary and permanent biasing is aWays reauired for stability and to prevent collapse -th Possible personal njory and property damage For general guidance regarding the tabrealiorrstorage delivery, erection and bracing of trusses and miss systems. see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building component Safety Information available from Truss Plate fnstilu(e, 218 N Lee Street, Suite 512. Alexandra. VA 22314 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 ?arke East Blvd Tampa.. FL 3661C Park Pentama-C3CAP 118489,28 PS02572C-3C Nio:Florida Lumber, GABLE 7.640 s Apt 19 2016 fiflek Industries, Inc Wed Aug 16 09 03 51 2017 Page 1 ID p,J5oOKFOVyyEdTQUrGsEbty3insY-fOd7BvxZ7dUj8y79Pt,-,tTi,ell6rr7FFOK8BzOFxvnl<l6 4-10-0 9-0-8 4s4 = 1 5x4 Scale = 1 29 9 it t 0 9 8 7 3x4 1 5s4 I. 1x4 I11 11.4 11 1x4 1, 1x4 ii LOADING (psf) SPACING- 2-0-0 CS1, DEFL. in (loc) I/defl Lid TOLL 200 Plate Grip DOL 1,25 TC 0,12 Vert(LL) n/a Wa 999 TOOL 100 Lumber DOL 1,25 BC 006 VerftTL) n/a Na 999 BCLL 00 Rep Stress Incir YES VVB 007 Horz(TL) 000 6 n/a We BCDL 100 Code FBC2014,'TP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP olo.2 TOP CHORD 601-CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-10-8. I1b) - Max Horz 11,---66(LC 10) Max Uplift All uplift 100 Its or less at joint(s) 11, 10, 8, 7 Max Grav All reactions 250 lb or less at joint(s) 11, 6, 9, 10, 7 except 8=254(1-,C 221 FORCES. (to) - Max Comp./Max Ten - All forces 250 (Ib) or less except when shown PLATES GRIP MT20 244/190 Weight 60 lb FT 20`/0 Structural wood sheathing directly applied or 6-0-0 so purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 on bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10. Vult-140mph (3-second gust) Vasd=108moh. TCDL=4.2psf. BCDL=3 post, h=25ft; 13=45ft, L=24ft. eave=2ft, Cat 11, Exp B. Enci , GCpi=O 18, MVVFRS (directional) and C-C Corner(3) 4-4-4 to 7-4-4, Extenor(2) 7-4-4 to 9-0-8. Comer(3) 9-0-8 to 12-0-8 zone C-C for members and forces & MVVFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wand (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1 4) Gable requires continuous bottom chord bearing- s) Gable studs spaced at 3-0-0 oc. 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at ft(s) 11, 10, 8, and 7, This connection is for u , DIM only and does not consider lateral forces 9) "Semi -rigid ptchbreaks including heels" Member end fixity model was used in Inc analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING -Verity design E.—eko, and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE - Design oa,1 to, use sots with M,Telra connectors. This design baton only up- P—r-ndlens show.!, and,s to, an individual Puiol,hg -h-p-orit not a truss system Before use the th-ding designer "ust 'enty, lhe appficaluidy or design rdimmrha,=s ana -properly meorrorateinis nesigr "'to, the 0,eial, bodchngri- ig, 8murte dc—,K, is to pno-n! llo.cu,np of,ndi,d..r Miss xvil, and or c-ohd nicinoers oniy Additional lempoirary and petphai-ent bracing is away_ required for spathity and to prevent collapse will, Pass trio and property damage For Feud- gnuance. regarding the Now fabrication storage, Quality Cirtair., DSB-89 and BCSI building C—p—di, 6904 Parke East Blvd edeii,eni erection and tracing of nnssso and ru,o systems. see, ANS Safety available fion, Truss Plate institute 218 N For, Sr eet Suite 312 Ald—rina VA 22314 Tampa F,. 36610 narK Sq'2572-PeqsravAa-C_3i-AR T11848929 V2 GABLE Banner. FL 7 6,40 s Apr 19 2016 l Indijdues Inc Was Aug 1E 09 03, 52 2017 Page 1 ID pJ5oOKFQVyyEdTOUrGsEL)ty3msY-7DBVOIyBuwcam6hMzaBG?3BREF9x_iQ(.JNrjanNynKl5 4 - 10- C, 7 08 4,,r4 -- 1 5,ci Scale = 1 25.4 9 8 7 6 1 EX4 it 1.4 11 led 1! 1.4 11 3,,4 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1 25 BOLL 00 Rep Stress Incr YES BCDL 100 Code FBC2014,,TP12007 CST. DEFL, in hoc) Ildefl L/d TC 016 Vert(LL) n/a ma 999 BC 009 Verl ma Na 999 WB 009 Horz(TL) 000 5 ma BIG Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 Sri No,2 WEBS 2x4 SP No,3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 11 - 10-8 to) - Max Harz 9=-55(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 9, 5, 8 except 6=- 107(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 9, 5, 7, 8 except 6=31 1 (LC 22) FORCES- Max, Comp/Max Ten - All forces 250 (to) or less except when Shown WEBS 2-8=-176/255, 4-6=-231/289 PLATES GRIP MT20 244/190 Weight 46 to FT = 20% Structural wood sheathing directly applied or 6-0-0 oc pul except end verticals Rigid ceiling directly applied or 10-0-0 no bracing NOTES- 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, rr=25ft. 13=45ft' L=24ft, eave=21t, Cat 11. Exp B. Encl . GCpt=O 18. MW`RS (directional) and C-C Comer13) 2-4-4 to 5-4-4, Extenor(2) 5-4-4 to 7-0-8, Corner(3) 7-0-8 to 10-0-8 zone:C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1 60 plate grip DOL=1 60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSITPI 1. 4; Gable requires continuous bottom chord bearing, 5) Gable studs spaced at 3-0-0 oc 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9, 5, 8, and 6 This connection is for uplift only and does not consider lateral forces, 9) "Semi -rigid Peribreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify design furintrand—, and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 —, 1010312015 BEFORE USE, Design valid for use only with K-rake, connectors This design is based only upon parameters shown and is for an individual building component not a truss system Before use. the, binid,ng designer must verify the applicability of design parameters and properly incorporate this design iran the overall building design. Bracing indicated Pro prevent buckling of and ,,dmal truss web andfor chord memede,s only. Additional temporary and permanent bracing is always required for stability and to prevent ccrilapse with possible peisrnaI.nj.y and dismay damage For general guidance regarding the fatancer., storage. delivery- —cron .,,it bivorig of trusses and truss systems see ANSUTPH Quality criteria, DS8-A9 and SCSI Building Component 6904 Pairs East Error Safety Information available, it air 7, use Plate institute 2 1 p N Lee Street Suite 312 Alexanana VA 22314 Tampa FL 36610 Job iTruss .TrussType IDo, '=Ply i Park Sq 2572-Pensacola-G_3CAR I T1184E930i PSQ25722C 3G ? V3 GABLE t j s Mid-Flondt LunlDer. Barlow7.640 s :tpr 119 2016 MiTek industries. Inc Wee? Aug 16 09 03 53 2017 Page 1 ID. DJ5oOKFQVyyEdTQUrGsEbty3msY-bPltcezpfEkROGGYXIjVYG) aieTKj9MdbVS7JpynKI4 1 5-M - 1- 8 4-11-0 Snare = 1 18. 5 4x4 __ 1.5x4 2 8 9 3 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) I.`defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 039 Vert(LL) nta WE, 999 TCDL 10.0 Lumber DOL 1.25 BC 0,21 Vert(TL) nla nta 999 BCLL 00 Rep Stress Incr YES WE Q11 Horz(TL) 0.00 4 nla nta BCDL 10.0 Code FBC2014,TP12007 Matrix) LUMBER- BRACING- PLATES GRIP MT20 2441190 Weight- 36 lb FT = 20 TOP CHORD 2x4 SP No_2 TOP CHORD Structural wood sheathing directly applied or 6=3-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. REACTIONS. (lb/size) 4=173f10-1-0, 1=1'r7t10-1-0 5=398t10-1-0 Max Harz 1= 77(LC 12) Max Uplift4=-73( LC 8), 1=-25(LC 12), 5-109(LC 12) FORCES. (lb) - Max_ Comp /Max_ Ten. - All forces 250 Qb) or less except when shown. WEBS 2-5=- 277,'359 NOTES- 1) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=2511; 13=45ft; L=24ft, eave=2ft; Cat. Il; Exp B, Encl_, GCpI=0.18, MWFRS (directional) and C-C Corner(3) 0-7-1 to 3 7-1, Exterior(2) 3-7-1 to 5-2-0, Comen(n 5-2-0 to 8-2-0 zone.C-C for members and forces & MWFRS for reactions shown. Lumber DOL-1 60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI'TPI 1. 3) Provide adequate drainage to prevent water noodling. 4) Gable requires continuous bottom chord bearing_ 5) Gable studs spaced at 3-0-0 oc. 6) This truss has been designed for a 10.0 per 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4, 1, and 5. This connection is for uplift only and does not consider lateral forces. 9) "Semi -rigid pltchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies WARNING VenYy design pararnerers add REAP NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIF7473 rev. 10103.2015 BEFORE USE. Design valid for use only with MITe.oP connectors. This design is based only upon paramelen, shown. and is for an individual building component. not a truss systiam Befo a r se. the bu idi. q designer must verify the applicability of de5gn pzrameteo .aid property in orporate this dc5g Into the overa I buildmq desgn. Hoc nq ndi^aced to p event buckling of indi dual truss wab and/or char mambers on!. Addltonal temporary and permanent braang is always regwred fa_ anfla ry and to prevent collapse with possible Personainjury and property damage. For genera: gurdaa^e regarding the. - - fabricanoh. storage. deliverry. erection and bracing of trusses and truss systems_ see ANSIITP11 Quality Criteria, DSB-89 and BCSi Building Component 6904 Farrm East Eton Safety Info rotation available from Truss Plate Institute, 218 N Lee Street, Suite 312. Atexandna. VA 22314. Tam©a, FL 36610 W I russ type GABLE Park Sq?2572 P.m,-l.-C_3CAIy T 11848931 Mid -Florida Lumber. sand, Pi_ 6 4-10-8 7.640 s kv, 19 2016 ill rmusdres mc, Wed Aug 16 09 03 br 2017 Page I ID PJ5oOKFOVyyEdTQUrGsEbty3rmY-bP!tcezpfEkROGGYXIIVYGjYeeTKjAOdbVSI-Jpy- Kl4 3 2.4 LOADING SPACING- 2-0-0 cSL TCLL 20 0 Plate Grip ROL 1 25 TC 044 TCDL 100 Lumber DOL 1.25 6C 0,21 BCLL 0,0 Rep Stress )nor YES WB 000 BCDL 100 Code FBC2014[TP12007 Matrix) DEFL, in (too) I/deft Llp PLATES GRIP Vert(LL) n/a ma 999 MT20 2441190 Vert(TL) n/a mat 999 Horz(TL) 000 ma ma LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. (Imsize) 1=166/4-10-8, 3=166/4-10-8 Max Harz 1=69(LC 12) Max Uplift 1 =-22(LC 12). 3=-57(LC 12) FORCES. (11b) - Max, Comp /Max. Ten - All forces 250 (to) or less except when shown Scale = 1 rt5 3 Weight 17 lb FT = 20% Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 so bracing NOTES- 1) Wind ASCE 7-10, Vultr;140mph (3-second gust) Vasd=108rnph, TCDL=4.2psf, BCDL=3 Opsf. h=25ft, B-45ft, L-2411, eave=2ft, Cat 11, Exp B, Encl , GCpt=O 18, pill (directional) and C-C Corner(3) 0-6-15 to 3-6-15, Extenor(2) 3-6-15 to 4-8-12 zone.C-C for members and forces & MVVFRS for reactions shown. Lumber DOL=1 60 plate grip DOL-1 60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1 3) Gable requires continuous bottom chord bearing 4) Gable studs spaced at 2-0-0 oc 5) This truss has been designed for a 10 0 psf bottom chord live load monconcurrent 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at Ills) 1 and 3 This connection is for uplift only and does not consider lateral forces 8) "Semi -rigid intchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Viefirmdesign parameters and BEAR NOTES ON THIS AND INCLUDEDMITEK REFERENCE PAGE MIF7473 rev, 1010312015 BEFORE USE. Design valid for use only with Mineder, connectors This design is cases 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 property incorporate this design into the overall building design. bracing indicated is to prevent buckling of individdai truss web ancimf chord members only. Additions temporary and permanent bracing is always required for stability and to prevent collapse with possible thersorw injury and property damage For general guidance regarding the IF Mex, fabrication- storage delivery, election she bm-q of ftossm, are el-S systems see ANSIITP11 Quality Corona, DS"9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from r russ Plate Institute- 218 N. Lee Street Snow 312 Alexandria VA 22314 Tampa, FL 36610 Job PSQ2572C-3G M a Florida tuber. GABLE 2x4 2 10-8 Park, Sq12572-Reoxrcola-(`_3GAR T11848932 7 6.40 s Apf 19 2016 M,Tek industries n, Wed Aug 16 09 03 54 2017 Page 1 ID pJ5o0KFQVyyEdTQUrGsEbtv3n-sy 3bJFP_RQYst?Qk4?Ek4L)GoU2s,S,,G!iq9CgrGynKl3 i 5y4 I[ LOADING (par, I SPACING- 2-0-0 CSI_ DEFIL. in (too) lidefl Leg TCLL 200 Plate Grip DOL 1.25 TC 0 11 Vert(LL) n/a n/a 999 TCDl - 100 Lumber DOL 1 25 PC 005 Vert(TL) n1la n/a 999 BCLL 00 Rep Stress Incr YES WE 000 Horz(TL) 000 n/a n,,a BCDL 100 Code FBC2014,7PI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD POT CHORD 2x4 SP pi WEBS 2x4 SP No 3 BOICHORD REACTIONS. (lb/size) 1=86'2-10-8,3=86,12-10-8 Max Herz 1=36(LC 12) Max Uplift 1=-12(LC 12), 3=-30(LC 12) FORCES. (lb) - Max Comp Wax. Ten, -All forces 250 rib) or less except when shown Scale = 1 10.3 PLATES GRIP MT20 244/190 Weight. 9 lb FT = 201c Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 Go bracing NOTES- 1) Wind ASCE 7-10. Vult=140mph (3-second post) xrasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25fl, 3=45ft, L=24ft, eave=2ft: Cat 11, Earn B, Encl . GCpr=0 18, MWFIRS (directional) and C-C Comer(3) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANS1,7PI 1 3) Gable requires continuous bottom chord hearing 4) Gable studs spaced at 2-0-0 Co. 5) This truss has been designed for a 10.0 par bottom chord live load noncorcUrnent with any other live loads, 6) * This truss has been designed for a live load of 2D 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) One RT3A LISP connectors recommended to connect truss to bearing walls due to UPLIFT at jhs) I and 3 This connection is for Uplift only and does not consider lateral forces 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verity ar.emn gra,siduat— and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE 11411,7473 — 1010312015 BEFORE USE. Design valid for use only ortin at ekildropmestoo, This design is based only upon parameters shown, and is for an indi,d"i building component. not truss s,stem Befiole.ss it,,, t-ld,da disaxne, must you', the apocabdip of design parameters and properly meet not ate. this design 'to the sverall baldingdes ,gr, Brat ,mr,rdicared xro prevent Pickling mincavidual truss weld and/or chord members only. Additional temporary and perimirep! bracing is always squired to, staoinly anC to prevent Coldl: illi Wpossible personal injuryand property damage MoRw fabrication storage delivery erection and bracing of trusses and di systems see ANSUTP11 Quality Collins, DS"9 and Best Building Component Slifirly Infisturardlym .—I.ory from Truss Plate institute, 218 N. Les, Street Sort. 312 Ale,amana VA 22314 69N, Pa Re Fast Blvd Tanday, FL 3661p, Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 314 " 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. 0 For 4x2 orientation, locateor plates,.0- 1,14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. The first dimension is the plate width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates 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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-rn-sixteenths I(Drawings not to scale) I BOTTOM CHORDS I Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing is always required. See BCSL 2, Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I CY bracing should be considered. of : 0 3, Never exceed the design loading shown and neverT- 0 stack materials on inadequately braced trusses. El D 4, Provide copies of 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, PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 311, ESR-1 352, ESR1 988 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 I section 6.3 These truss designs rely on lumber values established by others. @ 2012 MiTekf) All Rights Reserved MiTek Engineering Reference Sheet M11-7473 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 ANSIfTPI 1 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication, 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber, 10. 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 pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, undress otherwise noted. 15, Connections not shown are the responsibility of others. 16, Do not cut or after truss member or plate without prior approval of an engineer, 17. Install and load vertically unless indicated otherwise, 18, Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19, Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient 20, Design assumes manufacture in accordance with ANSk`TPl 1 Quality Criteria. i* 26-8-4 _ i0q i< 5-8-0 21-0-4 PARK SQUARE / 2572 PENSACOLA - C / 3-CAR OPT. 3 - THA418 FLR. HGR 4 - HUS26 HGR w rM M77 - 14 8-0 14-0-0 GARAGE I<- _._ U 10-0-0 20-8-0 -----> 1-4 1114 0 0 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 Roof Loading TC Live: 20.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 125 BC Stress Inc: 1,25 Spacing-, 2- 0- 0 o.c, Account: Job: PSQ2572C-3G Designer: Checker: Date: 08-14-17 Product Approval Specification Form D Permit# 1 1, 4 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.or , 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. ategory / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swingina Therma - Tru Single Door w/Sidelites FL8871.6 Sliding MI Windows and Doors Series 420 Alum SGD - :3 Hanel 1 FL 15332,9 Sectional Clopay Building Products 94,IT40-W4 f 3rd Car Garage FL 152,579,20 (Double-b-on Roll U_p Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH I FL 17499,2 Horizontal Slider — --------- Casement Double Hung Fixed — -------- - Doors Series GA 185 Alum Picture Fixed FL1 53491 Awnigg Pass Through Proj cted Mullions 1 Yll Windows & Doors 5764 Verical Alum Mullion FL 153532 Wind Breaker 7— Dual Action Other J LITI e 2014 Categotyl Subcategory Manufacturer Product Florida Approval # Description (including dechrial) 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits aluminum Calls, Inc Coils I Soffits FL12194.1 Storefronts Curtain Wally Wall Louver Glass black _ Membrane L__ reenhouse F.P.S Composite Panels Other 4. Roofing Products Asphalt Shin lee IKO Industries, LTD Asphalt Shingles f Cambridge FL7006.1 Underla rl1ents 11'arrigr Roofing #15 and #30 Roofing Felt 2346.1 Roofing Fasteners Nonstructural _ Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen _ Single Ply Roof sterns Roofing date ` Cements/ Adhesives i Coatin Liquid ,applied Roofing Systerns Roof Tile adhesive ray Applied _ Polyurethane Roofing I E.P.S. Roof ! I Panels Roof Vents Category! Subcategory Manufia Florida Approval # l Description (Include decimal) catt r (. l i j Accordion F —Bahama Colonial Roll up Equipment Other 6. Sk ll h kylights Other 7® Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing_ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Farms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior nvelo eproducts i Applicant's Signature Applicant's Name Please Print) June2014 Florida Building Code OnlineZ: Pa(-,e I of'4 FL = L8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Addrese/Phone"Ernail 118 Industrial Drive Edgerton, OH 43517 419) 298-174C rickw@rwbldgconsultants.com Authorized Signatuffe Vivian Wright i-ickw@rwbidgcoiisulta-its.coni Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect planne who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Elate 12/31/2018 Validated By Ryan J, King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivaience of Product Standards Certified By 5tondard ASTM D1929 ASTM D2843 ASTM D635 AS-i N1 E 1300 ASTM E84 ASTM, G26 TAS 201, 202, 2013 Florida Licensed Professional Engineer or Architect 7 Yejm 1996 i990 2003 1900 995 1994 alp dfl, aspx1param=,,vG EVX QxNlDqtN, '-I `\Vak2n H III... 918 2017 Florida BuildinL, Code Online I Pa,(2e 2 of'4 Sections from the Code Product Approval Method Method 1 C)p1non D Dale Subinnitted 10/13/ 2 016 e ValidatedDate 12/13/2016 Done Pending FBC Approval Date Approved 12/15/2016 Summary of Products 7 FL # Model, Number or Name 1 Description a. "ClassicCraft Rustic" Series 1 3'6 x S'D "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes I PJ-887 R. :1 (Lal 'NST Sr 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 8871,1 for Design Pressure Ratings by F?STI R7 A E ... a) E'y,Ar ..8 71-111- 1_1 ....... - -1.1--._--i specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, 8871. 2 b, "ClassicCraft" or 'ClassicCralt 3'6 x 8'0, "Impact' Opaque Fiberglass Single Door N Rustic" Series inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F,_SC71. tinApproved foruseoutsideHVHZ: Yes V a i-i-b. ed ByLyndon F Schmid P.E. 43409Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 8871.2 for Design Pressure Rating,; by 2F_Lj$S _ , , _F__ I_Fvj'L 1 la-1specificModeland for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871,3 c. " ClassicCraft" or "ClassyCraft Rustic" Series 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 8871.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. ( For FilderClassic and SmoothStar sidelites, this product approval requires the use of "I" 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) 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelte (OX or XO) - Inswing or Outswing Installation Instructions 5S 1 P, 7 'i (a' !N57 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third -y: Yes Evaluation Reports P -,, 7-- Jr 7A- Ca) F` AIL 8S71,' jjf 1-- _-- — z _ Created by IndependentThirdParty: Yes 88,71.4 J. "ClassicCraft" or "C'assicCraft 1 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidehtes (OXO) - Inswing or Outswing 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 hy specific Model and for any other additional use limitations and installation instructions. (For Fibo, Classe and SinoothStar sidelites, this product approval requires the use of "Y' part numbers for these sidelites, wnicn have been stained or painted withiri six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Installation Instructions IF L. S- 41_j__- P-7 11 hISTS871 ljic±f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes Ii-ripact" Opaque Fiberglass Slagle Door (X) - 8871.5 e, —ildei-Classic" or "Smoo,11hSla," X 8', Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes ,nS'7', rR7 S- f Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Createc., fn Independent Third Party: Yes Design Pressure: N/, Evaluation Reports Other: See INST 8871,2 for Desia-, Pressure Ratings by Created b\, independent Third Party: Yes http:NN-NN-NN-.floridat-) uildiii,-,,or.,prpi-_alp__dtl,aspx?pai-alll=N,N-GE'XQNNiDqtN-',I.*N'ak?nl-lrp... 918'2017 Florida Buildin-Code Online Page of 4 specific Pgode and for any other additional use limitations and nstallatio instru CtionS. 8871.6 1 f. "F iberClassic" or "SmoothStar" TO x 8'C 'Impact' Opaque Fiberglass Single Door with l Series Sidelite (OX or XO) Inswing or Outswing 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 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" 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 8871.7 q "FiberClassic" or "SmoothStar° Series 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 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approve; requires the use of "1, 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 8871.8 h. ' FiberClassic" "SmoothStar" CiasslcCraft" or "ClassicCraft Rustic" Series Installation Instructions a._. S! 2df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by IndependentThird Party: Yes 3'0 x 8`0 "Impact" Opaque Fiberglass Single boor with Sidelines (OXO) - It swing or Outswing Installation Instructions L8e7: i? R7 ,NST 8871.AIdf Verified By: Lyndon F, Schmidt, P.E. 43409 Created by ;ndependent Third Party: Yes Evaluation Reports C171 R1 AF / F `Aµl_ Gil.+' . !.adf Created by Independent Third Party: Yes 6'0 x 8`0 "Impact" Opaque Fiberglass Double Door (XX) - inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F%' R _ IY_ 8' 4 p f 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 8871.8 for Design Pressure Ratings by hS7 R,, AF ` Vyd 87i 8— F specific Model and for any other additional use limitations Created by Independent Third Party; Yes and installation instructions. 8871,9 i, "FiberClassic" "SmoothStar" ClassyCraft" or "ClassicCraft Rustic" Series 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 8871,9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions, (For Fiber -Classic and SmoothStar sidelites, this product approval' requires the use of "T' 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 6'0 x 8`0 "Impact" Opaque Fiberglass Double Moor with Sidelites (OXXO) - Inswing or Outswing Installation Instructions Veri*fied By: Lyndon F. Schmidt, P.E. 4340E Created by Independent Third Party: Yes Evaluation Reports F s's7 AE t a, i. \, I u 71 c?,G?cl` Created by Independent Third Party: Yes 3 n ek -:11 Sra'te o' f loncla is ail AA 'EE ' e,-,x*yer. ;sc- r-qh hem.: `a-,D e-e"t Under Florida la- email aced esces are public records- If you do not want you- e-mar address released in response to a public -records request, do not senu electronic maC to this entict Instead, contact the office by phone or iry uad,mnal mall if you have any questions, please contact 850.4g7. 1395. 'Pursuant to Secbc A 215r: ), S ot,da Stan Les, effect-e O_tore . 2u12, hce,,s—, licenseo uncer Cnapter ass, ss. must p-ovl-we the ;)eitartme t v`, 2b au em,aL add ess if they ',eve one. The croa r5 pro d_, Ce, be used for o hco, 0lrl,! cstv1 'n tC the hce^See. -oo'e e e,ai, adnl e,SSes are puulrc re.CrYi. ;1 }`ou d0 not s<•r5h CO supply a be cona1 aq...ess, please . —111e the DeGa'tmer, v..rh an eh -a, addles_ nh Cl` Cali oe II1aoE av3 a..ie tc the {t„a iC Te de e. `tone t You are 2 i'CeloeC Under ira Gtt.,,. 155, r.s pierse J0, LnP,.".?ti.. Product Approval Accepts: J 1 ." littp: ''NN«-\N-.1loridabuildint,.orb'pr pr app dt1.aspx'para.rn=NN- EN`X - yN-tigtv3JJ 'ak )n1 rp,., 9 1 R ` 017 Florida Buildinu Code Online Page 4 of 4 pr_app dtt,aspx'.IparaTii-N,GENXQNN-tDqt-,-31'NN'ak"-li-iHrp... 9/ 1 S'2 017http: -,N,N-N-,floridabuildin,,-.orL, pi_ j SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR GENE P_6 Ei€ 4nS I I his prof{ 7r€ hass been evoruc ed and is in co pl... ice with the 5th Edition (2014} Ploddis BuNding Code (FBC) roc mi al requirements 4n.,Pudlrg3 the "High Ve,o.: ,y hum..ane Zone" (rfJHZ(. 2. Product anchors sIrs r be as listed and spaced as shown on deta"s. Anchor embedn e,h to base uroteea shag be beyond wail dmaing or stucco 3yhhef, roed it, the "HVI-W the opaque door eo r ,,es v^th Sectivon 1626 of the Flcrndo Orr€long Code and does not r csure or rrcpcact fe `sta it covcr ng. I e ntnr 4 mooed srde0cs rhust be protected va h or impact resistant covering complyingwith Sec on 1626 of Woo FBC. 4 When used 4n areas outside of the H4H2" requiring wind borne deb6s protection tne opaque door complies lion 1609. 1 2 of the, 6BC arid does not require an impact resistant covering. The door panel meets rrnseie level `E)" ail d inudes tNi4-d Zone 4 cis defined in ASTM Ei 996 and Section 16,19.1.2.2 of the FSC. The non -impact stole€rites rnusf r e Pas tected voth on 4rpoct resistant covenng complyirg wiih SccHon i 609.t 2 of the kBC. d For 2x Sind frrarning construction, anc:horrng of 4heas units sh ll be the some css fact shown far 2x buck masonry coratruciion. 6. Site coed bons that deviate trorn the details of this drowing require further engintosma ancr yZs by a #ceased engineer or togefered cuchileri, 7. Oufswiag configurol ons rain T curios eF, itern 44 under ocfive doots, (,,no all sills used under the sidelifes, n.eet water infilhatiar,usauiremenh for llviiZ 8, inswing confautolions and out>v,4ne configuiolions ruing All item 95 under the door do not meet the water irtfiltratian requirements for the " NVHZ" and shop be instoilecl orsly in hon-bubiiabie areas or at habitable locations protected by can overhrang or canopy such fact the ongle between the edge of conapy cr overhang to sN[ is less than 45 degrees. 4.75'rd4X. O-A. FRAMEWiDlrE 37.75 MAX. 15. CY' MAX. FRAME WIDTH { 4W, FRAME VIU 3& MAY, _ i3. 75M, . it PANEL VIDTH r I I PArlil MOTH l C'1( t 4 ji s y Lill S < a co vii I4 E I A, d to, 1 a. z 4, 0 v i m t V r! d Sttt Z O n oc c1cy f c a E. v rr 4O OVERALL DESIGN PRESSUREPSF) r DOOR TYPE SWING FRAME 1 i DIMENSION cv{ r POSITIVE NEGATIVE INSWING 54. 75" x 45.00" 60.0 60,0- N E SMOOTH STAR OUTSWING 54. 75" x 96,50" 65.0 65.O cwrr: 05122,70E norF N 7.S. INSWING 54.75" x 48.00" 60-0 60 0 rr an DV S FIBER CLASSIC OUTSW!! 54. 75" x F6.50" 1 6 0 1 6s.i cre-F S covrx .NO fC_.£it37i. 8 See Sheet 10 for design pressure fimitotions. zyz t t r: r T 0,44 47} EVERIOR4 DETAIL A -A DOOR PANEL DETAk A -A. — -- Pane[ re—i n forc e rne n I mum I HORIZONTAL CROSS SECTION 4, 02' TYP. 4 CORNERS q UlulOfPANELIPrC4 2) TPLP- C4 3" LOCK STILE t i. —{ ate, 3 lool ELEA 41 44 HINGE SITLE BOTTOM RAIL, 28. 86% OPEN AREA MAX, ox, t/, Z' EJh Z; It: 0 0 n z z d;4. E I EXTERIOR 2 VERTICAL CROSS SECTION wtc C 5122108 N. T.— DWG. ByDWS Dw. BY: U s fl--B871. 6 stcr 2 or 11 DETAIL A -A DOOR PANEL o WV-&--5ll-c--- 0 o 0 1, oc,0000 III o' , f, o o ("o o ol il,,),),-,,-'''11)""(,`,,;ll!I DETAIL A -A Fanor-el-n-furc-e —ne mt EXTERIOR 1HORIZONTAL CROSS SECTION J. 401 IYP. 4 CORNERS OF PANEL 6 o 1 w", 7 C62 TOP RAIL LOCK STILE 1 _ 53" &S OJI MHINGE STLLE BOTTOM RAIL 28, 86% OPEN AREA MAX. Z U)*...^, 6 o PIP 0 n z Invilk10 a E 0 EXTERIOR SIA E, VERTICAL CROSS SECTION UxG SY cHy- qy: LT S 13.75'J'AAK PANFL W10M F SIDEWE PANEL 71 TOP RAIL Sidelile 72 STILE Side! iie 1. 53" EEZAJ — o 73 _) E-979MRAIIL- sidefite E" MAX. D,L.0 FXtSP,' CR INTERIOR rl-) I HORIZONTAL CROSS SE CT[ON r — — \ 4 (Classic craft E I-U fic) 6. 57MAX. D.L. EXTERIOR 2" I HORIZONTAL CROSS -' SECTION J-F— b—.r classic} I" MAX. D.L. EXTERIOR INTERIOR HORIZONTAL CROSS SECTION 4 4 (( 51m---1h1tciT EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR A, s 4- r 0. 60 ' r z 0 ZZ.( 3 o r3 d i INTERIOR VERTICAL gRTI L CROSS SE _710145VERTICAL CROSS SECTION (-6')1 VERTICAL CROSS-SECTION I & Fusfic) (EIL Fber classic) 4 (Smooth star) Ld 0512 08 NS BY, Dws j FS -- FL- 88716 1 1 114'&`,IN Eta. (TYP'l 4 1 HORIZONTAL CROSS SECTION 0- 1) -3 HORIZONTAL CROSS SECTIONHORIZONTALCROSSSECTION 2 )AHORIZONTAL CROSS SECTION 5 Outswing shown insmng 0 utoming shown irioeong r,. Outswing shown inswing also approved also oppfoyed also oppmved Al 0yLn6; z 5 n & C, a z Cj c W 0-1 E 1z AQ n c2, D,,TE, 0512210B SME: N, T, S. 1-1/4'MIN. Dwms EMB. ( IYP) raK, sy, LFS Dpxe, NG M3 FL - BBI 1 6 ci SN" Es 5 A, 0: INTERIOR EXC ),R tt 0 nz CB'Zn o z' CA) 40 p Q a', o" C 60 z A7 4. 0 (40 ti r INTERIOR EXTERIOR INTERIOR M EXTERIOR V EkTRC OSS SECTION 2 VERTICAL CROSS SECTION Outswing shown - trowng —sub- !;k 67S how, fX Go k 3alsoapproved ,VERTIC CROSS SECTION r, u r 0olswin flon see ge a cou"? n,.I,,. e, sheet I foi-'11VHZ" wafer infilfforion fe(jukements EXTERIOR INTERIOR see general rioter sheet I for "HVI-Twofer infMarflon EXTERIOR INTERIOR 6 Vf9TRICAL CROSS SECTION 6 6Inswing configuration see general notes sheet I for' HVHZ'wciter- Infiltration INTERIOR EXTERIOR VERTICAL CROSS Y SECTION 6— tswing c-onflguushteegeaerolmoleseet I fff " HIVITyweef infiftfation 0 DWS IF a 6 11 rn 2g J nZ E) HTERIOR EXTERIOklti PIP fit lWO 0 Iq z il zo MA) z cw 0 65 E} In CM) 700 EXTERIOR INTERIOR EXTERIOR INTERIOR Lu VERTICAL CROSS SECTION I VERTICAL CROSS SECTION 7 Outswing shown - inaming I 751 awnvdlXsuU uck also approved [ r) U 3'VERTICAL CROSS SECTION tsv,ing configurafion EXTERIOR INTERIOR VERTICAL CROSS SECTION nsvirlacorifigufation EXTERIOR INTERIOR 1 5 VERTICAL CROSS SECTION INTERIOR EXTERIOR VERTICAL CROSS SECTION Out;whg configuration 41 4" 47 J_ D') MASONRY_ TYP, HL& OPENING JAMBS JMULLION i SHOWN FOR-, cl REFERENCE ONLY I E, q w C) fn ('3 2XBUCK . 1 liL ------- - ----- - hUCK ANCHORING HINGE JAMS COt4CIRETEANCHOR NOTES: 1, Concrete anchor locations at the carriers may be adjusted to maintain the min. edge to mortarjoInts. 2 C ocrete - . - anchor focaliore noted as "MAX. ON CENTER" must be ridlusted to rnaintain the min. edge distance to mortarjoints, additional concrete anchors, may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TYPE SIZE EMBEDMENT TO ADJACENT EDGE ANCHOR 1TW 1/4- 1-1/4- 21 4" TAPCO ELCO 1/4" 11- 1 /4" 4" ULTRACON WOOD SCREW (NSWLATIONNOTtS P. Maintain a minlrnuns.5/8" edge distance, I end distance, A, I 0.c. spoclng of wood screws to prevent the spUtfing of wood. 0: 0: z 0 sr 6z8, p z C; n z L TYP. HEAD & MASONRY JAMES 6 OPENING z FRAME X IXS 0 2XBUCK MULLION C) F. K 1) all C') Z r: TYP. SILL TYP. SILL 0 FRAME ANCHOWNG__ STRIKE -JAMS Masonry 2X buck construction tuWaff" Ljagff 0z C)5122 08 N , T.S. Dvc"' FL-8871.6 T 8 OF THIS ANCHOR REOD 4" ONLY WHEN DP > 60,0 PSF 4" MASONRY OPENING FRAME I X BUCK HINGEJAMB CONCRE E ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to maintain the min. Prig e distance to mortar joints, 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to rno4-,tain the min. edge distance to moharjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete op0ior table: MIN. CLEARANCE MIN. CLEARANCE E ANCHOR ANCHOR M IN, TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT ) C OREDGE MIN. 2 ITW TAPCONs` 1/4" 1-1/4" 2" 4" WOODSCREW SLAIIATION NOTES. 5F IN - --- detrince, 1"eriddisfance, & 1"ac.spadngof wood screws to prevent fhb splitting of wood. TYP. HEAD & JAYABS K 1) TYP. SILL FRAMEANCHORING F on- as - ry - I buck c ri n s t -ruc I i o r-i3" F r l I kn b TYP. TYP. MULLION F TYP. SILL STRIKE JAMS z PIP z d 6z 0 bzo 4 6 O c" 5 zi OATE 05&122108 s, M F. S. Mn, BY. 1) W So, tFS HINGE DETAIL 0 5,77' I- ,THRESHOLDinng 4 57 THRESHOLD Fc5a—,—_ F19 1/7'GLASS BITE 2 _w;k THRESHOLD A ng odI.Fmf_ 575" THRESHOLD 5WcMng standard 2. 14" LNSWIffG SIDELITE Spacer 3/ 4' MK, GLASS 1/ 8-'Lmp, AIR SPACE 1 / 8" 1 ESAP. SWIGGLE GLAZING SPACER GLAZING DETAIL Thllas V d glass J if Spccer 711 A" r,1 A GC G 2) LAZINAL G DETAl'insulated gglass( I" flK GLASS 1/ 8" i I Pvfl). AIR SPACE 1/8- TEMP. GLAZING lmwingD THRESHOL selkj4psf1 2 17' 2) PVITFSWtNG SIDELE Spacer 711 &- GLASS BITE 4.56` HEAD SIDE 1/ 7'insubted gloss SPA(:FR 1/ 2"TIK GLASS 1/8" TEMP. AIR SPACE 2 P I nn u0 N. 7. f3. DWS L FS FL 8871.6 ca T 10 a 11 BILL OF MATERIALS EEdC}ES_CRIPTION _ MATERIAL ITEM DESCRIPTION MAfERIAE A I BUCK SG >= 0.55 NOGG 40 SMOOTH STAR DOOR SEE DOOR PANEL DETAIL SHEET FOR DETAIi.5 j G r, B 2X SUCK SG >= 0.55 WOOD 41 DOOR SCiE10 072 THK (SMOOTH STAR] Fy 6,CK 0 PS[ MIN. F€3ER LASS C MAX. i/4' SFI4M SPACE 4 WOOD 42 TOP RA!( )SMOOTH STAR) COMP z C$si 6 m D 1I4 X 3I4" PFH ELGO CUtdCRETE SCREW STEEL 43 LOCK STI€ E (SMOOTH STAR) WOOD(LVL V E MASONRYPSI MIN. CONCRETE ING AC€ O HINGE44iRAiLSMOOTHSTAR) WOOD Ts f •`v o m cHOLLOW000301BLOCKCONFORMINGASHCOTO45BOTTOMSMOOTHSTARCOh7P. 1 ' --- - - --- F t /4" X 2 3I4 I FH fTW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023" THK SMOOTN STARj- STEEL F f / k X 3 1 j4' PE iTW C!1N RETF SCRENJ 1 I4`° X 2 1/4' PFH iPN CONCRETE SCREW STEEL STEEL 47 48 FORM CORE S 6FELP'E SKIN (SMOOTH STAR) POtYIJPETiIAt E ASSFIBERGLASS R a WI4" X 3-4" PFF{ IT'rN CONCRETE SCREW tK114" X 1 j s" PFH I kW CONCRETE SCREW STEEL S TEFL 49 57 LITE FRAME (SMOOTH STAR) FOAM CORE P C POE YUREiHANE z° 0 X 2 € i Fii2PWOOD SCRFVJ R1.15" MIN. EMBEDMENTL STEEL 58 SIDELII E SKIN (CLASSIC CRAF) FIBERGLASS g M # 9 2 I t7 PFN WOOD SCREW SCREW_________ L 66 FIB ER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS___ N 2X MULLION SG >= 0.55 STEEL 7 OOD 61 DOORSKIN 0.137" THK. (FIBER CLASSIC) Fy 6,000 PSI KAIN, FIBERGLASS - 1 F SMNC AC3JUSTAB(E T€(RESIlOMD (iS300AJ) A€ M.IWOOD 62 TOP RAIL (FIBER CLASSICj_ COMP 2 NSW[NC> THRESHOMD (S 6 H 's) ALfJt .ICOMP. 63 LOCK SThEJHBER CLASSIC) WOODILVL 3 NSWIt C SELF ADJ!!ST Et4ERMAL BREAK THRESHOLD (fSP3CMj ALUM.ICOMP. 64 HhlGESTSLE (FIBER CLASSIC) WOOD U; COMP. 5 OUTSWINGSTAANDARD€THRESHOLD ------- ALUM./WOOD 66 PANEL RE FORCEMEIAS5IC) CEMENT0.023 TEEK. (FIBER CtA S51C STEELzi OLD ALUM I —L FOAM CORE - E POLYURETHANEDOOR BE TOM SEEP VINYL 68 STD 4 FIBER CLASSIC 8 JAMB_ PINE SG __ ---_ WOOD 67 69 LITERAME F18ERC _ PVC j 9 JAkJB(UAK)SG> 0.42 IWOOD 70 PANEL DETAIL SHEET FOR DETAILS SiiLETESEESIDEI€tE PANE 10 WEATHERSTRIP OAM 71 SIDELTTET0PRAIL COMP, WOOD a a i INGE 12 # 10 X 3l4 ` PFH SCREW - -- _ _ .-- STEE( STEEL 72 73 SiD_ EEI1E STILE SdDELITE BOTTOM RAIL COt P. TIT 9 X 3' PH -I WOOD SCREW STEEL m( LATCFf STRIKE PLATE STEEL SECURITY STRIKE PLATE STEEL 8 X 2-E12 PF H SCREW STEEL m N KWIKSET 200 SERIES PASSAGE LOCK STEEL ci S KWIKSET 600 SERIES DEADBOLT STEEL EELa INSWING SIDELITE SPACER FOR HP - INSWING SIHFLCTE SPACER FOR SELFADJUSTTDHRDESHOID (DB } VC Elf OUTSWING SIE7ELITE SPACER PVC 6 X 1-3I4" PFF! SCREW (LITE FRAME) STEEL a GLAZENC" COMPOUND SILICONE SEALANT 9 X i' PPtI SCREW {CITE FRAME) SILICONE STEEL t NOTE: WOOD DOOR COMPONEN[S: PINE (SG >= 0.42) td. T. S. wr CWS a: tFS LING tlC..: FL- 8871. 6 11EFi Florida Building Code Onlille Paae I of 3 Comments Archived Product Manufacturer MI Windows and Doors Add ress/Plhone/Emaj: 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@rnlwd.corn Authorized Signature Brent Sithinger bsrIjrnger@)miv,,d,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven NI, Unch, PE Validation Checklist - Harccopy Received Certificate of Independence Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 5—taRIA-0 AAMA/VVIDMA/CSA -01/1,S,2/A,',40 Method I Option D ypgw 2008 aini=NN 1 -GEVXQ\N-tDqtlJ 72) 85 qvdNVI d . - 918 "2017 Florida Building Code Onfille P a (-, e '.2 of 3, Date &.jbr-.;tted i 0/2 9112 0' 5 Date Validated 101/ 3 0112 1 i 5 Date Pending FBC Approval 1110112015 Date Approved 12/15/2015 Da,, c Revised Summary of Products FL # Model, Number or Name Description 15332, 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 14S-3,4"x80' NON - REINFORCED Limits of Use i Installation Instructions Approved for use in HVHZ: No 5 T L C ' D Approved for use outside HVHZ: Yes Verified By: Luis Roberts, Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN —5132 R3 PRESSURE RATINGS Created by independent Third Party: Yes 15332. 2 SERIES 420 ALUMINUM SGD SERIES 42C ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL ' Of Approved for use outside HVHZ: Yes Verified By: LUIS Roberts Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 5 332 F, 3 A P i 0 80 C-p PRESSURE RATINGS j Created by Independent Third Party: Yes I" 33 32.3 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 5 S 1'""' 4 'if SApproved 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 A E 6 S F' pd f PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 4 i 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 p QL2E- "-Lf Approved for use outside HVHZ: Yes Verified By: Luis Roberts Lomas 62514 Impact Resistant; No Created by Independent Third Party: Yes Design Pressure: NI/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 53 3 F 3 V F Edf 517- PRESSURE RATINGS Cre ated by Independent Third Party: Yes 15332. 5 SERTES 420 ALUMINOV, SGD i SIR ES 420 ALUMINWo SOD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No 1 Created lhv independent Third Party: Yes Design Pressure: N/A I I Evaluation Reports Other; REFER 10 APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 6 SERIES 420 REINFORCED SERIES 42, REINFORCED ALUMINUM SGD OX, XO, XX I ALUMINUM SGD 96'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: LUIS 2oberto Lori 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/y, Evaluation Reports Other: REFER TO APPROVA, DOCUroEN7 FOR DESIGN PRESSORE RATINGS Created by InCeDencent Tnircd, Party: Yes 15332. 7 SERIES 420 REINFORCED ALUP11" NUP1, SOD 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 146"x96" Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by lnoenendej,', Third Pa-ty: Yes Evaluation Reports ht- tp:!:'NN-NNAN-.,A ori dabuil dino org" prpr app dtl.aspx"laraii-i=«-GEVX-Q,,IDqtl-18'/'-qNdN'ld.,, 9/M'201'/ 7 Florida Buildim, Code Online PaL,e of 3 Other: REFER TO APPROVAL. DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 SERIES 430/44C' ALUMINUM SGD Created by Indetrendent, Third Party: Yes SERIES 433/440 ALUMINUM SGD XXX 143"IcSC` NON - REINFORCED Limits of Use i Installation Instructions Approved for use in HVHZ: No L —, — - L- Approved for use outside HVHZ: Yes Verified By: L.u!s Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: REFER 70 APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by independent —1 bird party: Yes 53332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGE, 143"X9C" Limits of Use Installation Instructions Approved for use in HVHZ: No ` i I R3 1, 0L ',,)lc3-[,., L,f- :__ __ eLJf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant; No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS I Created by Independent T hlrd Party: Yes EE, I - =- I Pae,;[T-jah F - _s-11 di_'C-4 -_S 4 The State of Honda is or A.. EEO crnpioyeT, Q. L"Ka aT f.st 2k, abs- Under Florida law, e,,,.,I addresses are public recorys, If You do our want Your p-maO idd,edS released tit ep—se to a request, do not send ect, oric mail to this entity. Instead, contact the office by Phone o by traditional mail. If you have. any questions, plea> ' - a conact 85C) 48T 9 S. -Pursuant to op' t is, 45y,E75?1), Fio,ds, Statutes, effiecrye Octobe- r 201 -, hcenyees licensed under Chapter 4rS, PS. must provide , roe Depairtme,y, with an emiai; address i, hthey have one. -ne aaOs ar-ovided may be ,sec for of ic;al cornmunicate9 with the licensee Ho—e, emu's' addresses are pulrio, record. If you to not Wish, To 6 plyapersonstool ;)'ease provide the Derfarllerfl, ,In a, en ail aod,as vm,& a,, b Made available tc, the pociie, 7a mete'ri 11 V,- are a Iyensee under Chapter 455, F,S,, Please stick hre-. Product Approval Accepts: C" ec,J, car%r Safe I 1 1 litip: app dtl.aspx"parani=,A-GEVXQ\N-,tDqtH 7 qvI 8INVIE, 9:1820 7 NOTES: 1 IffF PRODUCT SHOWN Hi REIN IS [)I SINCE.:D AND MANUFACTURE 1) 10 COMPLY WITH REQNjRFMEN-IS OF 1HE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPFRLY TRANSFER All. LOADS IN STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X 13UCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE-, SELECRON OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE Or 1/3 WAR HOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURANGO FACTOR Cd=!.C, WAS USED FOR WOOD ANCHOR CALCULATIONS. 5, FRAME MATERfAt: EXTENDED ALUMINUM 6063 -15. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 W(7H SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUHR _ED FOR THIS PRODUCT 'IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD OFARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER 1FIFILIRA11ON RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOL) FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH CUT F 0ENT I FNIGTH IS ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION D171AILS, 11, FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 11/4" I,TNfMUE/, EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE LASIANCE. IOCATE ANCHORS AS SHOWN LT ELEVATIONS AND INSrALLATfON DETAILS, 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS V/111-1 SUFFICIENT IENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13 ALL FASTENERS TO BE CORROSION RFS!STANT, 14- INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRfNGTHS LESS THAN THE MINIMUM STRENGTH SpECIfIFD BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OP G=O.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY STRENGTH CONFORMANCE 10 ASTM C-90, GRADE N. TYPE I (OR GREATER), D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-15 1/8" THICK MINN4UM TABLE OF CONTENTS SHEET NO, DESCRIPTION 1 NOTES 2 ELEVATION 9 INSTAIIATION DFTAIIS DESC,RIPTION NNE J PPPUIF3 ADDED CHARIS 03/06/12 RJ REVISED PER NEW IFSTING 3 RL ADDED FLANGE INSrMLATEONS W`6/1 3 R.1 REVISED iNSTA' LATUN DETAII S 08/05/ 15 R.L. SIGNED : 10,27,2015 AND DOORS LLCMIWI900LNDOWAKESIDS1EPARKWAY 9 L 0 FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES TATIX- F w Z: 0 R 1`3 Al DfEAWNowc 10 FIE F. A. 08-00503 D AT E NTS 1` 02/23/09 sr,EEr1 OF 9 No IT t I 43 MAX FRAME'. WIL)TE I SEE CHART #3 FOR NUMBFFE OF LOCATIONS REQI3111 D 17" MAX 6" MAX6" FAAX 0 C. 6" MAX 17" MAX O.C. f MAX FRAME HF!I;Hf x 6" SERIES 430r440 XIX SGD EXTEIVOR VIEW DESIGN Pfq&1;SIfRI- RATfN(, IMP CFRATIN6 f40.(lPS j DONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS RE VES1014 S REV Ti DES FDPI Otl DAE APPROVE A ADD CHARIS P REVISED PER NEW TESTING IV 15/13 o C-- ADDED HANGE INSTALLAliONS 12/06/13 P-L D — PP-ASED tNSTAt -1 A-T—ONCIET-Alt S i 08/105/ 15 1 RT CHAR7 R1 1, WHERE WATER INFiL IRA [ION RESISTANCE IS HEOUtRFEI SEE NOTE 9 SHEET f Ci Of? 1 #2 WHERE WATER iA1FIL7RAT0N RESISTANCE IS NOT REQUIRED SEE No HE 9 SHEET I CHART # 3 Number of anchor locations required k Xafib Sngte Panel and Total Fran)9',A&dth (in) t 30, 0 36,0 42:0 47.7 900 1060 1260 1430 HH& LS -----F- J.,ob H&S Jamb H&S Jamb H&S Jamb 84. 0 6 6 7 1 6 8 1 6 X 1 6 688. 0 C C' 7 6 8 6 9 6 92, 0 6 6 1 6 8 6 9 6 96, 0 SIGNED. 101272015 M1 WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 SIX SGD 143" x 96" REINFORCED ELEVATIONS TAX OF R" I 0 VD't DRAWN: DWG NO, REV R F. A. 08-00503 D `/ONM SCALE NTS "AT' 02/23/09 s`EET2 OF 9 Mnt l WOOD PAVHNG R 2X BUCK RY OTHERS 10 woof) SCREW 10 WOOD SCREW WOO,,) FRAIMHNG OR )X H UCK BY OTHERS LuUlt- Ul"IIAW- VE RTI CAL CROSS SECTION WOOD f-HAMING Of? 2X LUCK INS lAIJ A 7f0fJ NO 1 ES 2 D'F,'3/('NFD IN AGCORDANGF WITH A,'Ft,,f f-2112 1/2" M!N. DATE t'PRGVFD 3E DISTANCE A -ISAADDEDCHAR 0.5/aff/I 2 al. B RE'VlST-D_PfR NEW TESTING 10115113 R, L. 3/33" MIN. C FtAHGE NSTALLATIONS 12/06/13 MBEYMENT A REASED INSTALLATION DETAILS i 08/0.,/15 R I- 1 3/8- MIN. 1/4- VAX. EMBEDMENT SHIM SPACE T 112" MIN j IT, EDGE DISTANCE 10 WOOD SCREW 3F SET IN F APPROVED MfN. RENT WOOD FRAMING Of? 2X BUCK BY OTHERS LI LT EXTERIORERIOR, JAMB - INSTALLATION DETAIL WOOD FRA&HNG OR 2X BUCK INS lAt L A NON MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO, F.A. 08-00503 T- , 3—0 F 9sc— NTs 1"' 02/23/09 SHIET SIGNER: 10,27,2015 R L Ao 6 OF METAL Sl RUC TURF By OTHER 10 SMS OR A L F DRILLING SCREW METAL SIRUCIURE 13Y OTHERS 3/4" MIN EDGE DISTANCE 3/4'* MIN. EDGE DiSIANCE VERTICAL C - POSS - SECTIONECT - ON ME IAL S IRUC fURL INS IALLA DON NOTES, I. INTERIOR AND FXTERfOR FINIFHES, 0YOTHERS, NO 7 SH00,14POID CtARITY P PERIMETE H ANT)JOINT SEALAN 7 PY OTHERS TO OF LGESIGNED IN ACCORDANCE WITHi ASTM E21 Y2 1/4" MAX. SHIM SPACE 3/4" MIN, EDGE DISTANCE TO OR BILLING R11 11- - - SELF DRILLING SCREWS L. TO BE SET IN HD OF APPR 0VED iLANT METAL S,RUCTURE BY 01HERS 1 1 1/4" MAX. FSHIM SPACE wolmom EXTERIOR n nsic vs ADDED CHARTS RENISED PER NEW TESTING ADDED FLANGE NSrALLATIONS RDASED INSTALLATION DETAILS LA JAMB INSTALLATION DETAIL METAI MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS r,R .N DWI; t40. F.A. 08-00503 bCALE FITS ;D'T' 02/23/09 SHIL ET 4 OF 9 12/06/13 R L -- 08/0' / 15 1 R.L. SICiNLL). 10,27,2015 R, Lo t/4AcE,14 S, TAT/E OF 0 o R fo't- - vdD N A OlunI0, 2 1/2" MIN. EDGE DISTANCE 1 1/4" NON, EMBEDME IN " 1 11/4" MIN. 1,/4" MAX. CONCRETE/ A ETO B ED M F N 1 SHIM SPACE A MASONRY BY CIDERS 2 112" MIN. EDGE DISTANCE F- INTERIOR TO BE 44aravm 4jr*4r"' w liiPROPER! Y ' J 1/4" MAX. j L SHIM SPACEJE-D 3/16" TAPCONSECUR SLE NOTE 3 IrSHEETI 3/16" TAPCON GONCRETE/MASONRY BY OTHERS -\ EXTERIOR INTERIOR jji SILL TO BE SET IN EXTERIOR A BED 01- APPROVED T/16" TAPCON l,SEALANT OPTIONAL IX BUCK mLl E'LTO BE PROPERLY MASONRY/ SECURED CONCRF F SEE NOTE 3 SHEET 1 R' y' OTHERS iii -_11"'Il 1/4" MIN. Flk., TBFDMf NT VERTICAL CROSS SECTION 2 11/2" MfW EDGE DISTANCE RE Vi5fON EIs. SGFiP 'ON ADDED CHARTS REVISED PER NE-Af TESTING ADDED ELAN NSTAULAI IONS REVISED N"UAL,A"ION DETAHS Ul F- 1I 2 L - ----- __ijlll I,' JAMB INSTAL LATION DETAIL CON( PS lb MASONR Y INS TA I LA I ION NO I I S, 1, IN FER10H AND BY I ERIOR F fNISKB -S, BY 07 1 LE HS NOT SHOWN FOR CLARITY 2. PERIMETER AND JOIN! SEALANT BY OTHERS 70 PE DESiGNEDINACCORDANCi WUHASTINE211? 21/ 0 6 3 R 18/ 05/15 R.L. SIGNED: 10,27/2015 S MWINDOWSANDBOORSMIWINDOWSANDDOORSLLC LL1900 LAKESIDE PARKWAY AKES, D PARKWAY D T PX75028 LOWERMOUND, TX 9 0 0 L 0 FLOWERX IX S GD SERIES430/440 XIX SGD 4o,6 9 143" x 96" REINFORCED FRAME INSTALLATION DETAILS J OF 4, K DRAWN DWG NO. A, F A. 08--00503 D A' E 0 / 3 /09 NTS---F-2/23/09 5 OF 9 T 112" MIN. EDGE DISFANCE 3/8" MID. OD FRAMING EMBETMENT OR 2X BUCK BY OTHERS pI HIM ID F__ 7[ 1uloWOOD 7, i SPACE I SCREW ! EXTERIOR I 1 1) 11 11 11 11 INTERIOR BE SET IN F APPROVED WOOD "RAVIING OR 2X BUCK BY OTHERS MIN. VENT VERTICAL CROSS SECTION WOOD F RAVING OR 2X BUCK INSTALLA I 10N NOTES NOT SHOWNfORCLARITY 2 PERMAL !LH AN0JOfN7 St Al ANT BYt777ff=R970BE I)I'i(-INFOINA(,COFiDANC(,-WIIHA'Tt,,fE2112 DME MIPROVEr ADDED Ct IARTS 0-5/06/12 1 R I REVISEOPFR W-W TISTiNG 10/15/13 KAADDEDRANGFINSTAUATIONSE1210613 lEVINSTALLATION?SFDSTALLATIONDETAILS 08/0 5 /1 5 -1 R,L 1 3/8" MIN, 1/4" MAX. EMBLOMENr SHIM SPACE INTERIOR 1/ 2" MIN. EDGE DISTANCE r( 0- c- 10 WOOD SCREW EXTERIOR WOOD FRAMING - JAMB INSTALLATI - ON - D - FTAIL X) L) OR2XBUCKW{fRAMING 042XBUCK tNSfALLAHON By OTHERS MI WINDOWS AND DOORS PLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/ 440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS RkWN F. A. 08-00503 s _cF NTS JRAIL 02/23/0 F_ SIGNED: 10127,2015 VE E tvs, l O^AA T I F , 4u ratI T STATOFREv0R I A s '/ o D 3/4" MIN EDGE DISTANCE 1 /4 " I)IA X SI1Q, SPACF 4 IIjI4, LUNG -1 1 EDGE DISTANCE EXTERIOR E 10 BE SE.T IN 4 1) (NI PROV[ D SkAIIANT i V A OF ,A Tr: JCTt ITT- 3/4" ON. I NGF NSTANC VERTICAL CROSSSECTION METAL SIRUCfUREINS 7ALLAFIOTV NOTE,' I INTERIORANPE -)( TERIOR FINISHES, BY I-)7HFW3, NOISH(filvNfORCLARITY 2 f`FRIMFTt- fT ANOJOINT Sf Al ANT- RY OTHFPS If) 13F Of SIGNED IN ACCORDANCE W171 I ASTM E2712 10 'ms oR SELI DR11 t ING 1/4" KPAX, S4-0,4 SPACE womimm ADD'U', ( HATS lf")f o ANG INSTAI LAION3 NsrALIA110"", (ItTAUS Yff tAt co g II T EXTERIOR c y JAMB INSTALLAT- ION DETAIL MFFAL S7RUC ITUL?F INS [At LATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XD( SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAI[ S RAWN fMG No F.A. 08-00503 02/ 23/09 "'T7 OF 9 DATE SIGNED: 101272015 R. L 51 MATE OF O[Iw 4ZNt$14C S ft E,V GQN^,}z E '/ EDGE DISTANCE - - A k`3DEf (MARio 0 S106112 rKL BY ffl H[R., LB, PEV EF1 E2 N`E 7N u/75/".S RL ADDED FLANGE IdS iAL[ANDN6 t2/D6 13 EZLam1t4" FAIN. -- ...... ..._ _.. .. a a EMBEDMENT nsE s sTa aTION DEraEs o /05/1.,PE n. 1 1 /4' FAIN. 1 4" MAX. _ ._ ......__ ._. _ .._ _. E6A5EDMENf` ( SHIM SPACE IT iX if3UE K [ Ail EDGE DISTANCE } nOs.-J] IIVTEF ICif 0 -- -------- LyO`EC H' 1) ! - l 1 /4" MAX. ------ ` a t - j{(" E ,) i t -- "3 P i C>i _ S4i"tM SPACE 3 16" TAPCON Ft _ C CONCH FTE/MASONRY T€{ -- MEExrERIORiINTERIORaYoT1;ERstrI . SI -- -- 3/16„ .IAPCON E: 10 SEJ INSILL EXTERIOR A H -- tttt _ v... SFALANT OPTIONAL IX SUCK 3 - JAMB INS iALLATIOIJ C ETAtE IF FO BE PROPERLY - y J TI-41" js` j GE CF,)f_hEp dc,F#r'7P-NrA9c ivH7Y(1.">€A(LR77CiM1t MASJ`+F2Y/ All i If''-Ci ) E SFE: NOTE 3 SfiEET t CONCH i I:: BY 0iHLRS I---- NOIES j t N1/` 1 FAI1, INIERIORA O EXTERIOR FIAPSHE BYUTNERS, L r EMB DME-NT NO i SHOWN f)P Cl ARI1Y. 2 PERIMETER 0(AJT .SEAtANF H / 0I HEf7.S TORE DESIGNEDINAC" I"01S)ANCE WITHk 7i f-2112 VERTICAL_ CROSS SFCTION L—j- 2 1/2" MIN. CON( R TPMASONRYIN4TAOANOd EDGE DISTANCE SIGNEL). 10/27/2015 F71MCED WINDOWSSIDE PARKWAYLCCv,' ? 1, 0 TX 75028 v .'\yyGENS. :- XIX SG6 ( 51 s ~ NFORCED t?x FLANGE INSTALLATION DETAILS STATE DRRom_ [ra, nu,1. eev 'ice'{ f {} R C F TS Dare 02/23/ i9 08 005830F 9 D 117, 1 ONA1tt C 11 5/8" MIN. EDGE DIST. TRIM 1 1/4" WIN. INTERIOR IAASONRY/CONCRETE BY OTHERS X BUCK BY OTHERS, HOOK SlRlp fX BUCK FO BE PROPERLY SECURED 11,11I F 3/16" jAI'CON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONI? YCONCRE T E INTERIOR TRIN, HOOK STRIP METAL STRUC.TURE BOTHERS TRIM -" INTERIOR HOOK STRIP Af,f) F(D CHARTS REVISED PER NEW T'SJJ14(; ADDED FLAN INSTALIATIONA REVISED fNSTALLATr) N DETAILS 3/4" MIN. EDGE DISTANCE 10 SELF DPILLING SCRLW 112" MIN, PAN EDGE DISTANCE EXTERIOR INTERLOCK 1 100K STRIP I IDS I A LLATION METAL STROCfURE EXTERIOR HOOK STRIP INSTALLA7 2XPLICK, V1100f) FRAMING 1 3/8" MIN. EMBEDMENT l- 10 WOOD SCREW PANEL INTERLOCK N,'-) TF,' I INTERIOR AND EXTERIOR F-INDRIES BYOTHERS, NOT SHOWN FOR CLAH' 'I Y 2 f'LRIPIE7ERAt4D, JOtNfSEALANT BY07HEliS 10RE DESIC-.NEDINACCORf)AN(" IEVVITHASTME2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS T WN: W; W) 00503 F,A. 08wENTSIL' TE 02/23/09 if'T 9 OF 9 031016112 P. L. 10/ 15/ 1, 5 12 10 6/ 1,5 R L, 08/05/15 R.L. SIGNFD10272015 NR - L CIEIVS 51 r-A JAI OF - 141_` REV D /;N'A Florida Building Code Online Page l of 6 t i Al" . EiCis Home Log In Use, `apz=s Submit Su,Crlarae saps & Pat.. Pub-ai;ons 13C staff i 6C5 Site Map LiNs $Gash dbi Product Approval Y USER: Public 'user LLL > A.. _en is3' Application Retail vt FL # FL15279-R4 Application Type Revision Code Version 20.14 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 Clopay Building Products company Address/Phone/Ernad 8585 Duke Blvd, Mason, OH 45040 513) 770-6062 mwest erfield@clopay.co€n Authorized Signature Scott Hamilton shamilton@clopay. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated by Gary Koehler validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) n p Ar Y-qa-r ANSI/ DASMA 108 2005 ANSI/ DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Eeaurvalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 4 7f z ui t i`i C, r' S"y 1R E I iu ti . _ x. 4t Product Approva' Method Method "_ Option A http:` NN»eN-NN,.f7oridabuildinL).orLy pr%pj,—app dtl»aspx?par•ant—-,\,GE\TX Q«tDq,,r gt V'\'KJZ I QR... 917 2017 Florida Building 'ode Online 1)aae ? of 6 Date Submitted 03/19/2015 Date Validated 061/12/12015 Date Pending FBC Approval Date- Approved 06I21/2015 Crate Revised 08/10/2017 Summary of Products Go to Page FL # i Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SF4-38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: t 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 1609.1.4 FBC). 15279.2 1 002 W3-09 DSIE-1A471: GDISP, CRISP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, EDILP, 41-32, 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 impact resistant requirement for windborne debris regions (ref 1609.1A FBC). Pagel/8 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga, min.) Single -Car (up to 9'0" wide) WINDCODE& W3 Garage floor Certification Agency Certificate 1i5 c _ `.wvt reitliy o` of Contact ail l lrrcl<yf n k Glno_ c te_-Bof Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI i52 9 P4 J, n 1 5 r ev 2 Verified By: Intertek Testing 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 ga. min., interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEtk W3 Garage Door Certification Agency Certificate with prooln_coi_Factai`t reef_ i sectic ,tif R4 C CAC W3 I s:::1:0..?_.'e t£rK3?cSf Quality Assurance Contract Expiration bate 05/21/2028 Installation Instructions T0 v 01 Verified By: intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 1 003 W3-09 DSIU-1A171: 9130, Double -skin insulated PUR (exterior skin 27 ga. min.; 5131, 9133, hiDP13, HDPF13, nterior skin 27 ga. min.} Single -Car (up to 9`0" wide) j HDPL13, 7130, 7131, 7133, 8130, WINDCODEC W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -i-20 PSF/-20 PSF Other: The OPTIONAL ralazlnq 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). 15279A 004 W3-s6 DSIE-IA171: 2050, 2 51, 2053, 4050, 4Ca51, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 613- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: 'A 20 PSF/-21 PSF Other:.I he OPTIONAL glazing available for this product meets the wind load requirements o.f the building code bu. DOES NOT meet Ghe impact resistant requirement for windborne debris regions. The product without g azin-. DOES, 5 comply with the impact resistant requiremen for windborne debris regions (ref 1609.1. t FBC). Certification Agency Certificate C ? C t ,. k. f f j C D.1 iCAC. l3 _IStc,gL l t.C.E'iC4.1Quality Assurance Contract Expiration slate 05/ 21/2028 Installation Instructions S to s _ Ye- rhed By: Intetek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1- 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min,; interior skin 29 ga. min-) Double -Car (97" to 16`0" wide) se' INDCODE(. W3 Garage Door Certification Agency Certificate r _.. f a n c*inc ,k.rxif Quality Assurance Contract Expiration Date 0. 5/21/2028 Installation Instructions v_ rifiec. By. Inte teK asinine Services NA, Inc. Created by Independent Third Party: Iittp: ; u\v\v . ondal,uildinZ,.or< pr;`lar a p dtl,aspx?Paranzi=wGE_\'X - NN Dqv 3ti N_N'KZ l QR_ 9/7/2101 i Florida Building Code Online Page of' C Evaluation Reports Created by Independent Third Party: 15279.5 i 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin insulated GRISP, GDILP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, EDiSP, EDtLP, 4132, 2132, Double -Car (9`2,, up to 16'0" wide) WINDCODECN W3 Garage 6132, SFC38, 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 DOES NOT meet the lrnpact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for wirrctbor e debris regions (ref 1609.1.4 FBC), 15279.6 1 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use --^ --- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: NJA. 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 impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate S 7c !mm4 _r i t.:_r__ 1', _ r . t._an cpf o SV__ i 7_-Hl• _ _ I: _ -_r f, mod; 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: Doable -skin Insulated PUP (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODECD W3 Garage Door Certification Agency Certificate 1 R4_ . C F C Let _i._itf F _m_f...`... on.._D.:_ c,o_f Ot incR1t;_-ion. if 15279 R4- C._LA- i1--',_ sIn ' I Quality Assurance Contract Expiration Date 05/ 21/2026 Installation Instructions F( 15279 R4 1I 104168-R<'v0 ndf Verified By: intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 7 007 W3-16 FAN-21 153: 73, 1500, 1 Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, j WINDCODECR W3 Garage Door j 48B, 55S, 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 OPTIONAL glazing available for this product meets the win 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. 8 008 W4-09 DSIE 1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, i 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 meet the impact resistant requirement for windborne debris regions. The pro -duct without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5279. 9 009 0/4-09 DSIE 71: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR21- P, ED2SP, ED21_P, 4302, HDGC, 6202, SFC68, MFC68 Certification Agency Certificate r 1'=274 R4.0 CAC L e"l ;ham o` o{c> _arc! r,y_pt r 27_1..T4_._C CAC,W3,stmc. E' '.P ,rc}` Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Z- h:_._'.._. Frig -_C i' .„Q Cif 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.) Single -Car (up to 9'0" wide) WINDCODETK, W4 Garage Door Certification Agency Certificate c R4 C CA, _ `` i_e tl? c of •u n ,,; ana of or _ 9 R4 C FT ?V2 Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1 ev- 7 ;;df Verified B Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistryt xpr'essions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 as. min.) Single - Car ( up to 9'0" wide) WINDCODE6s W4 Garage Door I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes c- - Impact Resistant: No Design Pressure; k28 PSF -29 PSF Quality Assurance Contract Expiration Cate f hap: ,/\ v- fl ,,-.oridalbuiIdir74.,.pin l r/l-rr app dtl.atl,x`.'paramr NN'(iE 7 C?NNTtDgN ,-\-\,7 JZ I QR... 9 Florida Buildim-, Code Online PaLe 4 of 6 Other: The standard _,lazing available for this product C S/ 2 1/2 0 2 8 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for 2 windborne aeldris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-11F171: 9200, Double -skin Insulated PUP, (exterior skin 27 ga, min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 72C1, 7203, 8200, WIINDCODE W4 Garage Door 820!,8203 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 F_ 27c, R4 C _Q r with, Of conjc roof of R4 C CAC W4 L jntertek&,,df` 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. 1, 011 W4-09 DSIUO-IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Fudge/ Brookstone interior skin 27ga, uirn,) with Over -lay Single -Car (up to 9'0" wide) WINDCODEQk) 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 N01 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 '13C), 15279, 12 012 W4-09 PAN-2F151: 73, 1500, 75, ' 190, 84A, 94, 76, 42, 48, ES, 428, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR_5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +25 P&P/-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 On PAN-2F441: G4S, GS4, G4L, G,_4, GD4S, GD4L, Gk4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GP,4LV, E4S, E4L, ED4S, EP4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR41-V Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSFI/-32 PSF Other: The standard glazing available for the product insets the wind load requirements of the building code but DOES NOT meet the impact resistant requ,rennent, for mndbome deb is reatons, 15279. 14 Certification Agency Certificate P, C i e h f 2, 4 lle v,,t p t o,') f px.ra,, "an of f F 1 1279- R4 C CA ata_ 1 1h,)g_,h- Ftg I df Quality Assurance Contract Expiration Date 05/2'/ 2028 Installation Instructions PeV0 1, 1Af Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan ( min. 25 ga.) Single -Car (Lip to 9'0" wide) WI,NDCODE'_ k W4 Garage Door Certification Agency Certificate C, R-, C CPC Lerer- V,1 h procf contr cT. arc- nroof ofinspech .1;LgLf - 5 on_ P4T. 1a4 I-Z if" Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F it R4 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by mclependent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEqt W4 Garage Door Certification Agency Certificate 11 5,e),,' P 41 C Len er _gt if Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Venfied Bv: Intertek Testing Services NA, inc. Created by independent Third Pay: Evaluation Reports Created by independent Third Party: bi 17 app__dtl. aspxlparaiii=-\,N-GEN7XQNN, tDqN,,N7\"KJZIQR Florida Buildintr Code Online Pa(.e 5 of 6 014 W4-09 SPO-2F449: Grand Harbor. Stone thanor Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: N,/A Design Pressure; +2> 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 grazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 i 015 W-1-16 DSIE-1F171: -1300, 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: +25.5 PSF/-25.5 PSF Other; The standard glazing available for this product fleets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279A6 1016 W4-16 DSIE-11`471: GD2SP, Gr22SP, GD2LP, GR211P, AR2SP, AR2LP, ED2SP, ED 2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Ilse Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure; +25.5 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. 15279A 7 017 W4-16 DSIFO 1F479: Coach m a n/ Settlers/Affi pity Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ; Yes Impact Resistant; N/A Design Pressure: +25 PSF/-25 PSF Other; The OPTIONAL glazing available for this product meets the wind road requirements of the building code but DOES NOT most 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). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPI_20, 7200, 7 0-, 7203, 8200, 82,1, 8203 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 regr irernents of the eutidine 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 9'0"wide) vNINDC0 •ECti W4 Garage Door Certification Agency Certificate - r7F. 7 smm n c' Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions j,11,5 > 7 G P, 4 nq heG 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 eta. min.; interior skin 27 ga. rain.) Double -Car (9'2" to 16'0" wide) WINDCODE k W4 Garage Door, Certification Agency Certificate t-',i5[ <<4 i.. LE'.t' ^:ILi'i_j. o f ,F4. t t o o, 9 -- - i, f527 f L15 I<q_i' :A _\N4 s,n,Cn<,_ 1tPr-rc.k -.2 t` Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions r ?rr 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 ga. min.; interior skin 27 ga. min.) Double - Car (92" up to 16'0" wide) WINDCODE9' W4 Garage Door Certification Agency Certificate 52 '4 C CA C r tin1 j Ct `, ri,_cot 1 j•er i i..S2 r? R4 C ('t.(„_b1-' i Sono., int rtek,pJf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga, min.) vvir-h Overlay Double -Car (up to 36`0" wide) WINDCODEc'R Vv4 Garage Door Certification Agency Certificate n i:i spe iyr, ja.r ih a P,4 C C. ACr W.tt'-c_ `l.Pr tnk_, (`C, •: 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: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) lN`,NDCrODE iy WIt Garage Door Certification Agency Certificate d t C hT i'v 5 Kr,' a Quality Assurance Contract Expiration Date OSJ21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: hap: alai dtl.aspx`parali2-«-GF'--\Q NN DgN-3-,\,-VKJZI R,.. QIT201;I Florida Building Cade Onlizle Pa<Le 6 alb 6 comply with th impact resistant-equlremert for windborne Evaluation Reports debris eoions'nEt 1o09 4 FBC,. I Creates by Independent T'drd ,Party: 15279.19 019 W4-16 DSIUO-IK479; Canyon Double Skin Insulated PUR (exterior skin 27 y^a. min.; Ridge/Brookstone merlon skin 27ga min) with Overlay Double -Car (9`2" to 16'0" wide) 'tVlNDC'JD E 4 W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside Ill Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/..25.5 PSi 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). 15279.20 020 W4-16 __ ['RN-2F153: 7.3, 1500, 7S, 190, 84A, 94, 42, 48, SS, 4RST, 6RST, 4RSF, 61sSF, GD5S, GDSSu`, GR5S, GR5SV, ARSS, AR5SV, ED5S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside l Yes Impact Resistant: No Design Pressure: +24 PSF/-24,5 PSF Other: The standard glazing available for this product roosts the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate e )7 K 4 C r _et; et 1 _i_1_} of, z _ C._ ti __ _ '_ 10 _ e tek. ,tar Quality Assurance Contract Expiration Cate 05/21/2028 Installation Instructions Verified By: Intertek T esting 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) WINDCOD E`r- W4 Garage Door Certification Agency Certificate 27 4_ C CAQ Let,,erw ;I_ _._0,f __ v arc_(Inot` n. 279 : 4 C C C. 1.24 r stl,Cg In .'_k, I_d` Quality Assurance Contract Expiration Date 05/21t2025 Installation instructions I 1 5279 R4 I , , _` es 5.4rdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Eiaele Next Page 1 / H The State cf brand. is a!: AA,'EE0 employer. Do ,h, 2W--2 E , S dte eF FIB f'a.:: P .0 5'I te`,""t :: h$$,e .s, itit, S'tteme ,t -: Re ..i —s Under Florida lay, email adp;esaes zue public records. If you do not want you e mail aoo css release n response to a public records request, do not send el a<,—, r'0 n,c ma,l tC too entityinstoad, contact the office by phone Or o rr aI If you have any ci.estlons, please contact ten 467 7r95. `Pa ua Rt to sernon 455, 2701), Fier Ida statutes, effective Onrober ? 2012 licensees licensee' —car chapter 455, P.S. must peoveie the Department with an email address if they have one- The emails provided may be used for official communication with the licensee- Fioweves email addresses are public record- If you do not wish to supply a rerso=a` address- p-ease provide the Departnren; wish an ema. address w ict= can be mace av2;abie to the pub=lc. To deturmir4 if you are a licensee under chapter 455, F.S., piease silo, De,_'_E.. Product Approval Accepts: CFrie r C :ar i Safe hap: pr pr_app dtl,aspx"p ir<ini=tiNrGE'\"XQ" tDgN--',\--\"\17 JZIQR... 9/7'201 i scxEvrs SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. iSHEET 1 OF 2 1 OP-RONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION 8-5 FOR DETAILS. MAX, STANDARD SIZE IS 42-1/2-xI6-, IMPACT RESISTANT GLAZING IS 21-5/" ". 14-1/8'. R' U-8AA5 AlV A PA m UErcJ 07MAK 0vrAx Imm wcx DESIGN ENGINEER, MARK WESTERFIELD, RE Frl P.E.495, PLATE DESCRIPTUM 11/30/07 ADM Op'ENDO HMnS, COMONO RL/2S/08 ADM M/R 428, 48B, !dS 10/21/08 ADDED M/H 4F ADM 'CARRIAGE HOUSE DABOSS DC UPDATED MMV- TABLE 1/2012 SffM TAaE FOR ASC 4/2012 R WM ADM NPACT PESrTANT W`T*N. fW W, M Al— SXN IKPI FAW)M TOO-L-10C SYSMW Dw, NEW LIXX SHIP LAP JOINTS. - 5LQDQN-A-A - (MEVIEWL I 1- 2' 'OfCK If DENSITY POLYSTYRENE FOAM INSULATION 1-5/16" THICK WITH VINYL HNRCELL BACKER (INSULATED MODELS ONLY) 25 Gk MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A RAKED -ON POLYESTER Top COAT APPLIED TO BOTH SIDES OF STEEL SKIN. avtxD Din say MPC: PAN-21`153clapayDATE, 1/3/97 Building Products 8565N'-KE64 45;ab AVN BY JAC v2 a r (513) 770-4800 0 t mwW 3' TAI-L U-BAR 20 GA. GALV, STEEL MIN. YTILD STRENGTH: 50 XSI 12 GA, GALV. STEEL Top ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14x5/8' SHEET METAL SCREWS. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #1415/8. SHEET METAL SCREWS AND (4) 1/4"x3/4' SELF TAPPING SCREWS. SEE VIEW *8 TAU. x 20 GA. GALV, STEEL U-BARS IN A 2-1-2-1 PATTERN (I E. TWO U-RARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-SAR ATTACHED WITH (2) 1/4--3/4- SELF TAPPING SCREWS PER SPLE LOCATION. 13 GA GALV. STEEL BOTTOM BPIACXET. ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION ANYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF 9, -24.5 PSF TEST LOADS: +36,0 PST to -37,0 FEE ESCRIPTIM CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16V +24/-24.5 ESE b--r 101711 1'/'18C T 1. —124sF524 NZ SHEEP'.. 2 01=2 73 I , I" RIM %n- 3- 19 To 8 3 8 E —mmvK) To P- A r— F T &`v J. 4 s T IL 114' W Tad 17' CEWM (2= as1 aA 2- wlscn —,a> ffL eaoo '9TPiT. M n) To A njIlm S1F3RT P wm(m 9-To 24 lawril/ . Q . A. IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 10 171 1 -A Tut W FWW 2368 y rllE VNDOF THE F "DM COIR TK44 "DI. srF. ® m/ w). STANDARD ASSEMBLY DETAILS DRAVANG 10 171 1 -13 FftOMi FRAK % n}d t 7 l T fw/r pm tlEAz 01. M mnals =-o C f H " SEMN Ts IK "m LW M4 o NEal" m C E oe Y+Tf 2UM-M tP£T fGN ENGNEM MXRX WESTERRM, MDA P. E.#48495, P, E , J23832, AS P. E. 191513 hUM, TRACK COKIFTSURADON ABOVE PIF DOOR OPENING DOES NOT AFFECT THE VAND LOAD RA- nNG OF THIS DOOR. s'llpm By edsr— m 8, T 0 wxxe um V C) 6A3V, rlm TWA, 4) TAMYtW" E1S X-maLammv- As mumm mclaWA- s6TPM sy 0— — Cm - IT) 13 CA. V STM- nA9 mll-,Tl I" FAS TO *,1* 010 WK Aux. Wu, 71EEL 7 ap. F7 2 A SWAM PER M 0. F4' WO V o O T Facra?v DESIGN LOADS: + 2,LO PSF ft -24.5 PST TEST LOADS: + 3&0 PEE & -370 PSF Florida Building Code Online Pa(,e I of 0 4: Z: Comments Arrhived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfieldgclopay.cor-n Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method CerLification Mark at Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler 1 Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard] 51a in 0 kr-dYear ANSII/DASMA 108 2005 ANSUDASMA 115 2005 ASTM E1886 2002 ASTM El 996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer o, Architect FL 1 Q BC F Product Approval Method Method 1 Option A app dil,a- Itx?paraiii=\N7GEN'Xo,,N-tDq\,N-N"\'KJZIQ.,. 9'—' 1 12017 Florida Buildima Code Online P a (-, e 2 o f 6 Date Submitted Date, Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page Imm i 0, FL 9 Model, Number or Name C3/"r/2C)" 061/121/20 1 5 061/2 1/2C 15 08/ 10/20 1 7, 15279.1 001 W3-09 DSIE- IA171, : 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62& 62LG, 54G, SDP38, SIFL.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: NI/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available foe 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). 15279.2 002 W3-09 DSIE- IA47 1: GD1 SP, GRISP, GDILP, GRILP, ARISP, ARILP, EL11SP, EDli 'P, 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 glazina DOES comply e,,rh the impact resistant requirement for windborne debris -6 1 - regions (r& 1609,1.4 FBC). 4 0 Pace 1 / 8 0 0 IFIRM211110M 1-3/8" Double -skin Insulated EPS (exterior skin 27 go, turn.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE,,k W3 Garage Door Certification Agency Certificate 527Q_R4 C ruler v,,t n,ltraCi _ root` VJ L ,, aR4C Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions r:_i527Q R4 1 Verified By: interhelk Testing Set -vices NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gailery/Aiti,.;tr,y/Expi-essions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 -is, min.; interior skin 27 as. min,) Single -Car (up to 9'0" wide) \&'INDCODE W3 Garage Door Certification Agency Certificate r CALetle, ,w1h an. 1),-,)f f r'Snecr "n 5 n ,7c% 'opt -_ Dsli Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Verified By: Inteirtek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 3 003 W3-09 DSI11-IA!71: 9130, Double -skin Insulated PUR (exterior skin 27 ga, min.; 9131, 9133, HDPI3, HDPF13, interior skin 27 ga. rnin.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7i3a, 8130, WINDCODEIS W3 Garage Door 6131, 813:3 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 requi?ernents 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. 4 004 W3-16 DSIE-IA171: 2050, 2051, 2053, 4050, 4051, 4053, 62 64, 65, 62G, 62i-G, 54G, SDF38, SFL38, SPP-',8, 134, 135, 136, 6130, 6131, 6133 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 avai;abie for this product meets tic wins ioac= requirements of the b.jiicins code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply oo"i the imoact, resistant tecUlternetil, for windborne Leb7! s reckons ;ref 1609.1,4 `BC_ Certification Agency Certificate E' 4 C et ,Ii o'.ra t an,00f p, joC) of c silo i F 5- P4 ov 3 L qt r; 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 Parry: 3/ 8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 229 ga, rnin.) Double -Car (9'2" to 1 6'0" wide) WINDCODLIk W3 Garage Door Certification Agency Certificate a 2 7 C CIA C 'A 1 Quality Assurance Contract Expiration Date C, 5/21 1 "2t28 Installation Instructions C Verified By: Intertelk Testing Services NA, Inc. Created by independent 1-hird party: hap: : wwyv, florl dabui I din lill, org I pri I pr_ app dt1.aspx'parai-n=,,vGEVX Q _'NvtDqv.'3vVVKJZ1Q... 921 '20 1 Florida Building; Code Online Page of 6 Evaluation Reports Created by independent Third Party: 279.5 005 W3 16 DSIE-1A471: GD1SP, Gailerl/Artistry/Expressions 1-3,'8" Double -skin Insulated GR1SP, GDlL.P, GR1LP, AR1SP, EPS (exte ior skin 27 ga. min.; into€`ior skin 27 ga- min.) AR1 LP, EDISP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE(A W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +2C 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 impact resistant requirement for windborne debr€s regions (ref 1609.1.4 FB0 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, NDP13, NDPF13, HDPL13, 7130, 7131, 7133, 8130 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(-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 impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate G zi C e _ v Quality Assurance Contract Expiration Date 05/2'`2028 Installation Instructions P4 104G R 0'p%'2? e! Verified By: Intrtek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUP (exterior skin 27 ga. min.; interior skin 27 ga. min_, Double -Car (9'2"to 16"0" wide) WINDCODEp W3 Garage Door Certification Agency Certificate G e R4 i' CAC Let i wi'!-, p or 4:o . .a 7_rrgr5f 1,,279 _ C AC i=N 3 t ._ink; In E -eI j2&' Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions s F, 7q R4 i l C . F.a_ot ildr Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 VV3-16 PAN-2F153: 73, 1500, 1 Steel Pan (min. 25 ca.) Double -Car (9`2' to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODEC W3 Garage Door 48B, 55S, 4RST, 6RST, 4r2SF, 6RSF 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 g{azlno 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), 15279.8 008 W4-09 DSIE-1F1.71: 4300, 4301, 4310, 4400; 4401, NDG, NDGL, HOOF, 6E, 66G, 67, 67G, 68, SP200, SF20 , SE200, 6200, 620i, 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 buildina code but DOES NOT meet the impact resistant requirement for windborne debris region,The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref i609.1.4 FBC). 15279.9 009 V'4 DSIE-1F471: G.,2SF, GR2Si>, GD21LP, GR2LP, AR2SP, AR2LP, CD2SP, ED2LP, 4302, NDG`., 6202, SFC68, PIFzCbs Certification Agency Certificate 2 79 Pa C r P--L: or _.:_ of c -._._; r t -w. Quality Assurance Contract Expiration Date 05/21/2,028 Installation Instructions 52 Ptra t c:r' 2 l Verified By:IntertekTesting Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated FPS (exterior skin 27 ca. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" e'4tEde) WINDCODECk W4 Garage Door Certification Agency Certificate i52, ,mq C AC L.e er w C 'Aj SVu_'4 ii g Quality Assurance Contract Expiration Date 05M/2028 Installation Instructions Y Verified By: .,r ertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/A"tistryr`Expressions: 2" Double ski nsuiated EPS exterior skin 2' ga. min.; interior skin 27 ga. mint.) Single - Car (up to 9'0" wide) W:NDCODEL VV4 Garage Door 1 Limits of Use j Certification Agency Certificate 1 Approved for use in HVHZ: No F_ ruR4 et -,Pr mtiv;_a c = =an tof Approved for use outside HVHZ: Yes p Impact Resistant: No n`I` Design Pressure: +28 ISF/-2a PSF Quality Assurance Contract Expiration Date i http:';-vAv\v,floridalluildino,org pr pr app dtl.aspx`?pararn=v GE - \viDg )yVVKJClQ_ 1)221 2017 Florida Building Code Online Page 4 of' €1 Other: The standard glazing available for this product 05121112028 meets the wind load requirements of the building code but Installation Instructions DOES NrDT meet the iim ,act esistant requirenne Et for windborne debris regions. Verified BY; Into ek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, 1 Double -skin Insulated PUR (exterior skin 27 ga. =.nin.; 9201, 9203, HDP20, HDPF201 interior skin 27 ga. rnin.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE i W4 Garage Door 8201, 82a3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: rf-28 PSF,-29 PSF Other: The OPTIONAL glazing availabie 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 F3C). Certification Agency Certificate F. !/ ^i4 C CA 14 l.is,ir_-,i etiek,I c}f Quality Assurance Contract Expiration Date 051, 121/2028 Installation Instructions F1 15279 P4 _i'., 1 r `? 3-Re vOl,._}Llif Verified By: Intertek Testing Services NA, Inc. Created by Independent ihird Party: Evaluation Reports Created by Independent Third Party: a5279.1i 011 iN`4-09 DSIUO-I.K479: Canyon 1 Double Skier insulated PUR (exterior skin 27 ga. min,; Ridge/5rookstone interior skin 27ga nin.) with Overlay Single -Car (up to 9'0" wide) WINDCODE(8 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 hc product without clazine; DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1.4 FDC). Certification Agency Certificate 27u 4 C T. _et e r cv lh g r n o` To rr , t a o f A e r Quality Assurance Contract Expiration Date QS/21/2028 Installation Instructions 6 ev _ Verified By: Ir tetek Testing Services NA, inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, 1 Steel Pan (min. 25 ga,; Single -Car (up to 9'0" w1cle) 75, 190, 84A, 94, 76, 42, 48, S5 j WINDCODE!Yu W4 Garage Door i 428, 48r3, 555, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GD5SV, ARSS, AR5'SV, EDSS, EDSSV 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 ivindborne debris regions. 1 5279. 13 013 W4-09 PAN-2F441: G4S. GS4, G4L, GL4, GD4S, CD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GLAV, GD4SV, GD4LV, GMSV, GR4LV, E4S, E4L, ED4S, ED4i_, E4SV, E4L`U`, ED4SV, ED4LV, SS4, SL4, AR4S, AR -IL, SS4V, SL AP40, .GSV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSFI-32 PSF Other: The standard glazing available for this product meets .he wind load reau cements of the building code but DOES NQ-1 meet the impact e sialan' equire'nPnt for v=indborne deb s regions. i 527_CA 4 Certification Agency Certificate 27e R4. C_CAC , et+c l with <f or --Contract of andro1 R4 Ke. Quality Assurance Contract Expiration Date O5/ 21/2028 Installation Instructions h r_t Verified By: Inter ek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: GaLery, Artistry/Expressions: Steel Pan (nrin. 24 ga,) Single - Car " up to 9'0" widej W NDCODE,,P` W4 Garage Door Certification Agency Certificate n R4 ' I _r f r cc r. an rrcof rr -- - i« 4 tincr Quality Assurance Contract Expiration ' Date O5/ 21/2028 Installation Instructions Verined By: Into , K esting Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by independent Third Party: hap: v vv t1c>ridabuilclinK .ctr pr,p 'p dt1.asp ` param=NvT;EV C NvtDcly N VVKJ1l IQ_ 9`?1 `201 Florida Building Code Online Page of 6 014 W,1-09 SPO-2F449: 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/--2 PSF Other: The Ol 10NAL glazing available for this product rneets 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 i609.1A FBC). 15279.15 015 W4-16 DSIE-11`171: 4300, 4,301, 4310 4400, 4401, HDG, HDG!., HDGF, 66, 66G, 67, 67G, 68, SPECK, 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: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wand load requirements of the building code but DOES NOT meet the impact resistant requirement far windborne debris regions. 15279A6 016 W4-16 DSIE-IF471: GD2SP, GR2SP, GD2t..P, GR2LP, AR2SP, AR22p, ED2SP, ED21--P, 4302, HDGC, 6202, SFC68, MFC68 Limits of use y Approved forfor use in HVHZ: No Approved for use outside ll Yes Impact Resistant: No Design Pressure: +25.5 PSF/- 25.5 PSF Other: The standard alazing avaiiable for this product meets the wind road requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DS?EO-1F479: Cca cl "man/Settlers/AfPi :n ity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPFIONAt glazing available for this product meets the wind Load requirements of the buildma 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 i509.i.4 FBC). 15279.18 038 W4-16 OSIU-IF171: 9200, 9.0_ 9203, HDP20, HDPF20, HOP'._20, 7200, 7201, 7203, 8200, 82 -1, S203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Tes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OP7 ION2ti2 glazing available for this product rneets the wine load req riremenos of the aoild!ne code but DOES NOT me.: the imr a .t resistant requirement for" windborne debris regions. The product without alazing DOES Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9`0"wide) WINDCODEQs Vi,4 Garage Door Certification Agency certificate i ; _-I - - r-Sp r on rd` Quality Assurance Contract Expiration Gate 051=`2 1/2028 Installation Instructions S er r ,p, '4 S4II r if Venhed BY: Intcrtek Testirtg Services NA, Inc. Created by Independent Third Party: Evaluation Reports Cleated 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" widel WINDCODECrk W4 Garage Door Certification Agency certificate r'.>E?u R _ C CA . .i,e E.r iti i._'. C.,._., ,,r t a '., nr0o` ispc i_r. •,;f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions t yr r µyif rVerified 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 ga. min.; interior skin 27 ca, min.) Double - Car ( 9'2" up to 16C" wide) WINDCODES di4l Garage Door Certification Agency certificate s g C e hp o y a 2,00t ao r gF__ _ _ . _- _ Equality Assurance contract Expiration Date 05, r21/2028 Installation Instructions 2 9 T, < 2c, _f 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 27aa. min-) with Overlay Double -Car (up to i6' 0" wide` V,1 NDCODE,e W4 Garage Door Certification Agency Certificate 274 n , l`'v 4 S I"q. r,, Quality Assurance Contract Expiration Date 05,121/ 2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by independent Third Partv: Double -skin Insulated PUR (exterior skin 27 ga. mi).; interior skin 27 ga. min.) Double -Car (9'2" tc w6`0" wide) rt' NOC` rDE,f, Ir'4 Garage Door Certification Agency certificate 27 SD i 1' S_ Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Verified Fjy: Intertek Testing Services NA, Inc. Created by Inclepenaent Third Party: lltt ti « . flotidal uild lz< .c I < pr.pi- Lipl)__dtl.aspx` pai-am «C-E-\r Q_ wtDq .\ VV1 .1 1 C ... 9 1 201 Florida Building Code Online Pa(-)e 6 of 6 comply with the impact resistant requirement for windborne Evaluation Reports debris teclions (ref 1609 1.4 FBC), Created by in ie.endent Third Party: 15279.19 019 W4-16 DSIUC,-11<475: Canyon Double Skin insulated P1JR (exterior skin 27 ga. in(n.; Ridge/Bicokstone inte'nor skin 27ga. ruin.) with Overlay Double -Car (9'2" to 16`0" wide; WINDCODE y W4 Garage, Door 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 'SF Other: The OP TIONAL 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 tine impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 152,79.20 020 W4-16 PAN-2F153: 73, 1500, 75, 1.90, 34A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GRSSV, ARSS, AR5SV, E05S, ED55V 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 buddinq code but GOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate o 1 -- c- instlE, i11.11111.- _ x!tif L _ _ I e n Quality Assurance Contract Expiration Date 05/211'2028 Installation Instructions Ire ifie i By ante ek 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(y W4 Garage Door Certification Agency Certificate 2?4 a gtt _r with s r f ce r t a r t, ri- 7e { _ 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: K:1111 next Page 3 / 8 korxl,?al ardf.,t, Ll Pho e `,......;..- 4 The State of F01 da is an AA/EEO employer,ors, "ht JOLZ_201 s Stu Lk Flo a per::: P yey St, te. e,it :: Acceteb l y Sta e 5 eit -reels S ater ent Under Florida law, email adC oS os are .uti r recorQs, it 'or' dG no. want yon, e-(nrro address relea to vcDo'sic to a p bi C .e..cf,dS reQ,er, , at not ser:d elecho% iC !nail to this entity, l!Shear, con,a t the o.ice .,, vhone or by a...ii a .nail. If you na'e tiny GVEJCio?t$, [Jke aSe, do+ita C_ 4,17_r 39j, `Purc,i—t to S2ctio* 155,<. _(1 ), Florida Sia._'te effecu G: Oci Ober ; "G..r2, ;icenseC: tic —sec ti v `=-.apte 455, c.S_ muct „ Die the' Depa`t h.n v. .h an ema;! address If they have one, 'he emai s prov-ibed may re used for Official Comm- niation -tir t5 licensee --ever email addresses are pubic record_ if you do not wash to supply a personal address, please provide the Department with an email address which Can be made availablrc to the public. To, determine if you are a licensee under chapter 4j5, G.s , please click LeL Product Approval Accepts: w. —] _ i _..,. Card Safe l ttp. ;`vtiz d,,.I1c»idab uildin(-,. ori?z "Pr_app_dtl. `'l,aram= yN C I TXQ-\;, tDq\-3\ 'I 1I1 )... '2 1 (}17 CLASSIC' RAISED PANEL EMBOSS SOURS muem ROOM HEIGHT I S * OFFCTIUNS L I le'v TO lavi a I MODEL 4F IS FLUSH 114'3' TO ITS' 9 CARRIAGE TMISE' RAISED PAWL EMPOSS DOURE fiASD£LS 25 SA LS CA INS GA 25 GA INS CLOCAY 25 605S , GD5SVI GALLERY, GR5S (RA3Sv HULKES AR13S AR5SV ARTISTRY' ISIAL ' CARRIAGE HOUSE ED5SV SHURT PAWL LONG PANEL OPTIONAL INABNO MAY BE STANDARD OR OF (1) SImz PIS, szinxM IMPACT RF5ISTANT SLICING. SEE SECTON ATTAbtID P/ --L-- (CX` N SIN) KAN. A 8-8 FOR DETAILS. MAX, STANDARD S"E M 42-1/2-.I9'. MINOT RESISTANT GLAZING, 11 20 GA. MIN, END SnLM ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOG 5YSTEM MR. BOTTOM A CPNRSI). LOON POOTININ soTH ) TWO PONT LOCKRE) ONE 3' TALL . 20 GA. 50 X51 WN, U-BAR 0 AIR DOOR SECTION, LIE oPM11AL 'ItIrl's - A, — -- vOPTION&L GUIDE KEYED LOCIT POSiiION tab PANEL smow) CLASSIC' SHORT RNSFD-PANE- SHMAIN LOW, 'CLASSIC AM SNP II0 ST KIRT 'IlMMEAGE HOUSE' ARE ALSO APPROVED. ti4 5/e' sHmALSCREWSOw TI,4-.S/4- SaFFINNSIR-1frs NOR. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS, DESCR7PT04 ADDED INSULATED M/N 190, 7500 UPDATED CODE REF, ADDED ROLLER OPTION E115 01/2012 TABLE FOR ASCE7-10. IS ' d04/201 IREYISED VAND SPEED 2 ADDED IMPACT RESISTANT OPTION. If 25 Qk MM. STEEL SAM COATED WITH GALV- WED- AN p"S" AND A BAKED -ON POLY TOP COAT APPLIED TO BOTH SMES OF STEEL SKIN DOOR HEFTS OR EXCESIS, PIE D6KfN LIADS OCR THE Am R`NTI SPEEDS U= BEUN, AIGG)RIGIN m THE 11ORICA 04Q ONCE flR THE (DGE (Prim ON 1- 10) FOR INN : 1) V M2) DOOR fV,S f OF ATUNi V OURiIANDS END ZONE. 3) 11M"`E AND 4) TEFIIND N ACCORCANCE AGH bASMA IDS, Sn-SNCSFC CNZU1ARONS BY A VJ4011D 3' TALL U-w 20 Gk ( WIL", STEEL El 3' 1- IS IPCH W not N. TORD ro EAR Hitt (4) 11"' 1 rrcsiL A=WA PP,PAAo-w —MDSZ g%y4; WZ=.T— ma`sATPoI DESIGN LOADS: + 5,0 P.S.F. & -32D P.S.F. TEST LOAD& + 37.5 P.S.F. A --48.0 P.S.F. ACTUPING PRIDUCT ' USE PAN-2F1 51 VDM W = RATM MR S ZF 4 9V A 16'H Clepa ySATS, 9/23/96 1/ DESCRIPTION, MAIS, PAN RIC ANDONRPINENGINEER Mmw WESTEROEID, P. Building Products 8585 SLIME a I5LVO bDRAVN 8Y MASON, NMvNiSINGLE -CAP, 9*W +2C`/-"S2 IDA P. E.J4,9+95, OF qRTqOar 513) 770-4800 23832, ks P. E.P,f91513 CLASSIC' RAISED PANEL EMBOSS DOERS 1_SA WL MODEL 4r IS FLDSN I-EXESE' FAISU —PANEL EMBUSS DOERS MODELS— E5 CA n A 5 GA GA215G425 CUMAY Ai" Ri" Il G,5, GALLERY' PASS OR SV HOLMESARTISTRY' X- IIGA 1,111 A_, Ap5sv -- IDEAL CARENAGE RTAIRE' Ems u5svK'S C. SI43IT PANEL LONG PANEL GA INS AVE' lAR5 ST CAM3/8'0' LAO SCREWS ON 24' CENTERS. 1-1/8' D.C. WASHER ACQUIRES. LAO 9- WAY BE COUK'S'S"W" (BUT NOT REEY-ARED) TO PRCMDE A FUCAA MMWTW- SLARFACE. I. "AR L] HOfUONTAL JAAISS 00 NOT TRANSFER LOAD. 318'.3' SLEEVE ANCHOR DOLTS ON 24' CenIRS (2,000 PSI WK CONCRETE). RASHERS INCLUOIED WITH SLEEVE ANCHORS. OR1/4-,3- TAPCON SCREWS ON 24- CEENRDECI (2J)00 M UN. CONCRETE) OR 16' CIENTERS (C-90 BLOCK), 1* Q.D. WASHERS REOURRED WCH TAPCPR5 AND 5 MAY BE COUNTERSUNK (BUT NOT REWARD) TO ARWDF A FURPI MOUNTING SLRWF- HORIZONTAL JAMBS DO NOT TRANSFER LOAD. IN110LIEI REFER TO DRAVA TDS-lal, A UCENSED NESKR4 PROFIESSrAN, MAY AIM BE DAPLaNDE) TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFGURATTONS. I IMPACT RESISTANT ASSEMBLY DETAILS MARPS. A A, A. is P`AP A STANDARD ASSEMBLY DETAILS 5 FRAME 'All U I. cnATmaT AM vrSFA s>aPrA CL NOTE PAT F7 ERNE R AAARQ.FP THAN r AVR47- TAKE - VISAED MOM F..3/4 PAN HCRO F-6N DA13 Q --655f M aQLLDRalRV 0 10! SS& UFO OR X8' NTPAN UDS A—ASIF5 — STP AS ,,DS CA , IN AC3Y WTIN W/FTC 26". HEi186':E ASSIEWS'Ll &aSTAli£D N 00MALKNOE WD' i TORS SELPAN MSiS THE ARID LEAD OF ILE FtORNA RUTZAIA MIS OR -ER9i RVDAL CWE DQvL_BU IRSE AIF wACT E@STAM' E i —`A`NAR 4P.A5 ASSAR's A— Ct 9G ESSVW), 2 a YELLOW STOP MOULDING BY Aom NSTALLER (TO %,,IT) 7- 20 G—k (A—Ly, ST—EEL Off — ER, —SPLE — DR. DALY. STEEL TRACKSER"CDFASTENEDTOWOODJAMBBRACKETS18GA. DAILY. 11-F WTIN ONE LAID SCREW EACH HINGE FASTENER TO PER TRACK BRACKET. SOLES *TTH (4) 2' GALV STEEL TRACK FASTENED TO 14 5/6- SHEET METAL SCREWS. SEE VIEW *C*. 2 GA RALV, STEEL TRACK BRACKETS 14 GA- GAVV, ROLLER HINGE, EACH HINGE TRACK ATTACHED TO EACH BRACKET FASTENED TO END STILL-3 WITH (4) /14,pff WrDiONE1/4',5/8' BOLT R Mir OR SHEET METAL SCREWS AND (4) 1/4 0/4 EASE TWO 1/4- DW RNSTS, VISA - 2' 10 S-1-1 SNORE STEM STEEL ROLLER WITH STEEL OR WLER4 TIRE, HMF- THE DESIGN OF THE SUPPORTNIG STFRX711REAL ELEMENTS SK41 BE THE RISP BTLRY OF TTIE PROFESSIONAL OF RECORD FOR THE BUILDING OR STERUMRE- ANC VI ACCORDANCE WIM CURRENT BVDM CODES FOR THE LGALS LMTR ON THE DRAOMM RIOA P.E. S. F. 423 DATE DESCRIPTION iSEE REVISION HISTORY ON SHEET ONE. H2M TRACK CONFIGURATIONABOVE THEDOOROPENINGDOES NOT AFFECT THE WIND LOAD RATING OF TAPS DOOR. ROPROWAL TRACK IAPPORT IT' IN a' TA, ARM AND LA9EF I M Clippay 8585 DUKE: ilding Products MASON, OH mDanv ( 513) 770-4 11 - IDAY. STEEL l ER`T`. ENA, CANTERED TOFARS U ANS0) — I.,R KSRR, LOW ( tF.SSTi, ITEEL rn TR` CX 7KX>0iOF& ml in T- 2-1/2"02 - SWY RDE, 1RR4K I—KET. 4) 1RAC& PER KOS. gaaMaff" m X- 11AULAMAML-Al NSE NSWEW& N` s PART w 11 0478TA,1- VnALLEP CA SIP) 33 - f 1. S42s1 iIAG W'AGNET EA, fl FASTENED TO wow 13) A/w,1-5/8- tAo sA. 2- , ON VSTEEL TRACP. TNK Xm ' ONT ON. Tlr.72a2' 2 57M TRACK BRACKEL QV01: EE _ IZ T17A MIL PFA DPO,; EVER tLw-lp--Ij I2'-0, DAN, TANS, TXTB SKQ1 ACT NAASK"M S —. PROKtED. CON—T FAC3bRY FOR MORE DETAII- F RINI. 112, DICKON LOAM! 125 0 P.S.F. & -32 0 P.S.F. TEST LOAOS: t37,5 P.S.F. & -48,0 P.S.F. Upm ERROL r CODE 0.N-2FJ51 clAss, AN, Cy.{ RE STEEL PAN SINGLE -CAR, 9AN +25/- 32 POP m vNi BYa DRAVINS NLNSPA Lief B 300159 Florida Building Code Online Page I of'3 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/ Phone"Ema H Quaiity Assurance Representative Address/Phone/Er-nail Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year, (of Standard) Equwalencie of Product Standards Certified By Product Ap,),ovai Method Date Submitted Date Validated ate Pending FBC App,,ovai Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiinger@mtwd.com Brent Stlinger bsrthnger@rniwd.corn Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Assac;ation Steven M, Urich, PE Validation Checklist - Hardcopy Received 50Ddgrd AAMA506 AAMA/WDMA"CSA 101/1,S,2/A440 Method 1 Option A 07/1 9/2O' 6 08/05/2016 OS/015112c, 6 Y—g—a r 2008 2008 XQNNIDqtCUGp,!QIz6BP... 9 "7/'2 017hap: 11 oridabui I din oi-(,,,pr,pr alp dtI.aspx"param=,,,vGE Florida Building Code Online J'age 2 of 347-1 a Sumn ar of Products Number or Name Description 1749°.' 185 SH Fin/Flange Frame IG/SG Irupact Single Hung i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 4 5 Fir I T-n a, Approved for use outside HVHZ: Yes Impact Resistant: Yes R' CCAC r! 44 s Design Pressure: i 55/-,55 Other: R-PG55, isLevel D. Wind Zone 3, Glass to be P; 174Q9 C r-AC,_Mj bedded in Pecora 896 sealant. RI RLPOJ C AC s'! W nd ?t•L- 85 SH Quality Assurance Contract Expiration Date 101/10/2018 Installation Instructions j' I Q -025 4Ap flc-' _ _H J-Q 8 -.- -4 Verified By: Luis R Lornas PE 62514 Created by independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 17499,2 185 SI-il 52x84 Fin/Flange Frame IG/SG Single Hong Limits of Use Certification Agency Certificate Approved for use in HVHZ: Na 7-2 S.0 1 1 -0 o-:4- 7 -P, 0 185Fr17,19 9 R 1, C Cr C L3 62 II- j --- --- — I Approved for use outside HVHZ: Yes SH -IC-, w ,rh - S G I - SA 52 1 8X 84 RC-10 ( 10 8, r , I s \_ _ I' ' - -- -- - - -'- -- -' L-Lp jf I Impact Resistant: No 74 9 A_ of CW, Windrws Design Pressure: +60/-60 C , _n"j A -Ai Other; R-PG55 FL4 Quality Assurance Contract Expiration Date 10109/ 2018 I Installation Instructions 08 df Verified By: [-UiS R L01-nas PE 62514 Created by Independent Third Party: Yes 1 Evaluation Reports FL- 7492 Ri-,A 5 3,2 A Pdf Created by Independent Third Party: Yes 17449. 3 185 SH 136x84 Fin/F;ange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No C Nii "i"Ind V 1 1 p I, - I , 1! HF-n- Approved for use outside ll Yes Impact Resistant: Yes C V, o, n d c, 18 -5 S -,n,:p, Design Pressure: -55/-55 0""(-Fr Other: R-PG55*, Missile (eve( D. Wind Zone 3. Glass to be F! 3 74oQ, R" C -,',C V! 1A i,,,, m e) ",ripact bedded in Pecora 896 sealant, 1-12 If 1 , P L - fi Quality Assurance Contract Expiration Date 11011712018 Installation Instructions Verified By: Luis R Lamas PE-62514 Created by Independent Third Party: Yes Evaluation Reports L 4 - ' L9,2i tic _5 13321 A.,,? Created by Independent Third Party; Yes 1i499.4185 Sr-i 5-202 Fin/Flance- Frame !GISG Sing-l-e Il'ung-Laroinater) Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 7-jQQ r j C -' (' 1 - -, -,- I ), y 5 APCI'lApprovedfor use outside HVHZ: Yes 2 L!- LG n d f Impact Resistant: No C A 1 sV - d S SH F 1 ri', Design Pressure; 60/-60 S S, C --- --- --------- Jc , , ,, l 2 other; R- PG60 74' Vn vl dow, N- Quality AssuranceContract Expiration Date 10/08/2018 Installation Instructions VP flee' BLuis R Lornas PE-625114 rseated by Independent T, hid Party: Yes Evaluation Reports Created by " ride pen - Jew, tl rC Pa,y: Yes 17499.5 185 SH so Glass 36x84 Fir,/Fl3nge Frame !G/SG Sinale Hung Laminar -- http:,',AN ' -NN,xN-. Iloridat-)tilldin,(,'or(,:prl!pr app dtl.aspx'paT-aiii—NN-GXQ EVNN-tDqtCtj.Gc,\- Qiz6BP,, 9,, '2017 Florida Building Code Online Pat.7e 3 of Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -r60,`-60 Other: R-PG60' Certification Agency Certificate Fn7 Cr,F„ M-1 iti 1;i0S _ Ipc Sti F.., it Id` duality Assurance Contract Expiration Date 10/17/ 2018 Installation Instructions Verified By: Luis R Lomas PE-62514 Created by independent Thi;d Party: Yes Evaluation Reports 4 c Ai c 28 P'd! Created by Independent Third Party: Yes 17499.6 185 Triple Sid 111x72 Fin Frame iG,lgG Single Hung i 10x72 FIa°7ge France iGISG Single Flung Limits of Usem— Certification Agency Certificate Approved for use in HVHZ: No i 174)= R1_ ? t9` Win, v.5 iY`- yH rEr!e_(1=its Approved for use outside HVHZ: Yes 3f,_gcif Impact Resistant: No 4'- L.I C Pf_i in;t_ >— E5 aHiriL,e LE= Design Pressure:- i-501-50 s J Other: R- PG50 u _._ C_'1Jw lr_de^ c FI 1 ^}?'a k i _- .11 ('_M7 ` Irl t1):Tv Rc{'"I-c.-_ C'?.f 1-1:1^ivif Quality Assurance Contract Expiration late 10/20/2018 Installation Instructions Verified By: Luis R Lomas PE 62514 j Created by Independent Third Party: Yes Evaluation Reports p -.. L42 F.. _ r 51 ,2 h df: reated by Independent Third Party: Yes 17499.7 1.. 85 Twin SH- -- i 1.06x72 Fin Frarne IGISG Single Hung 105x72 Flange Frame iG%SG Single Hung Limits of use Certification Agency Certificate Approved for use in HVHZ: No 74 _ A i„ `_!r,,d ', _S F 1 Approved for use outside HVHZ: Yes Impact Resistant: NO Q ;ryw F'j c, 4 n Fln Design Pressure: 45/- 45 i t4' ;£ Other: R PG45 V wFr S_S- T FI-I 74, 9 C C ;r P1I V c7cvFr R S, t%:r) . e dr duality Assurance Contract Expiration Cate 101/20f2018 Installation Instructions G174nn 1....---_02547A p f Verified By: Luis R Lomas PE-62514 Created by independent Third Party: Yes Evaluation Reports i7VC' fd I . A _i G3ri 2if Created by Independent Third Party: Yes 6 Next The State o; 11on66 Is an A0.!EEO emp orer. Cady -art ..,2._tS.<s.Stid4e:F!d PrvafYS2.Sff;S Ac.4:.i!LC1`t3Si'nx -, R. LI rder Florida I„ v, emc=' aito e11e5 are pi brc records. if your do not want your e-ifiaii address released in response to a phnlic-records request, de not send vect on-c ( nail ,( t -s @ltti S, :,.,au. CO`1_a..., tilt drr CC DY DhOne 0 pv t-ad ti0`"<il Ma" !f V'u have a. v miestiGnS Cieasc cP _a... u5o, 48. .-45. 'yu[suant i0 Sect cc .55. Z75(. - F_hnda stawtes, effec:. e Ouobe 2, I cer-Se_t ke used under Chapter a>5, F-S. rnust p, it,de the PERa 2rnent w- tt lip. emafl add if tire) have One 7` e emaiks provided may be i-sed for offiaa <crnmun:ai;on with the i!Ce. see. Novfev er email addresses are punuc secoi-C if ypu do nc, wish to supply a persona{ address, please Provide the Depa hneht with an email address which Can be made avai aoe tc the pubh- To Geterm ne iC you are a licensee under Chapter 455, F-fi_ please clickk e:-e . Product Approval Accepts: n Sale http:;NNAN-«-,Iloridabuildin<. arL,'' p' pi-_aI?p__dtl.aspx1param=—wGEV Q\viDgtC L G(,N z6BP.., 9,7'-'017 q "KA T d4v To v w A s br w vino%t ly —(w 1, ij U' SIGNED: ONIA2016 yy AHD 'X),,T: K L 6 W "d i f U T P A 1 ;' C3 C' - YNWL WMA 1105W NOTE', TATE R F) 8 2 5 6 1 Of 14 CHART #1 UNITS INSTALLED WITHOUT FILLERS Li 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW f-X T [-t7)O"? VIfWDf, SGNEP FXTFRICIP VIEVI FLANGE6 I- M FSS INSTALLATION FLAN,,-,Ee F-MF5S RJSTALLATKON V/1 7 / 10t] I F/I I f RS WITHOUT FILLERS SEECHAF?TRI FOF7SPIAU_EF?UNI,'SRE04JI17F[)AN,'HOR,15 SEE CHART#1 FOS SMALLEF? UNITS REQUIREI)ANCHOPS DFSK' N PT?FSSU,13CRATING IMPACT RATING I 160, 0PSF NUNE AIIM D01( 1,pc-, O Y PW:K I Slp! A A 1 1 3, /0 A, H J-VAT 1 jNl,-, MFIAt 5VfF FP I OCKA T 8" FROfA_FACfl_f I'l D I NTFRJOR Wf. TING RAJ I BI-OCKAPTI) TACKIF13AIAN(,-FATIAP,IRS SIGNED: 07/ 12/2016 10 E 0 F f-^ZO 10NA, V A 17 J, 185 ALUMINUM SINGLE 11UNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW Exii RIOT? Vfl-W DES;CNER FXTERJOR 01-W F i AN(' E ? F W,'! ES5 RVS TALLA DON FLANGE PNLFSS INSTALLATION OVIM FILLERS VVI,'14 FILLERS SEE Ct 41, f? 7 ';' Fr SMALLER UM TS RE QtflRFD ANG1 tORS SEE CHART #2 FOR SMALLER UM T S RECORE D ANCHORS HARDWARE SCHEDULE f,/j,'-TA L SWf- 1, P IOC K Al 8" F P QM FA C t I F N D I N T [ R 0 R i,AE ETI N G P,,A,, L Bi 0 C K A N F) T A CK I F RALAN CE A7 JA, PARS CHART #2 UNITS INSTALLED WITH FILLERS V1 'VIMIIITI,Y,111111S, AND 11 ,W.', s f GPATi iA I Pill J, A V A SIGNED: o7I1212016 40_6 5 A' TAT_ OF ORVD--', 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EX7EMCP VIEW DESIONFR rXTFPi,'),? VfEW FIN lfMALLA77ON FIN !NSTALLATfOJI/ SEF CHART M FOR SMAU Ef? UNITS REQUIPEDANCIIORS SEE CNART#3 FOR SMALLER UNITS REQUIREDANC10flS DESIGNPf?FSSURERATING IMPACT RATING 60.0PSF NONE HARDWARESCHEDULE MEETING RAJL MfY K ANDlA(K,!,' BAWKE AT JANIM DI 1/1 P T #.3 SIGNED: 07/12/2016 vll )VINBCY'P'A[][) DUC),-- 65 f W, I 1/, 1 L 0 4 1 /It A,Z, PA 1/0X-03,70 p,5- AUJMIN,!Y ,]N`111, N( h M I M T TAT- OF 0 0 P, NO 7 FS I !MT F, P , If V? A NP FX MSOR F/M'S E S, 6 Y 0 THEFTS, NO I SI h MIN f OR CLARI I} Z PERTMF 7 ER, ANDJOIN7 SEALANT PY OTHERS' TO BE DFSl(',Nf.D IN ACCORTIANCE 00711 AS TAJE2112 INTERIOR A E —PIORXTE rc JAMB INSTALLATION DETAIL WOOD FRAMMIG, OR 2X BUCK INS MLLA TION INTERIOR H EXTERIOR JAMB INSTALLATION DETAIL METAt 5 TROC PIRE INS TALLATION SIGNED: 07/12/2016 Ji J 0 P, L l F NPA, 1 Nr st, V" o I AllH)"I i 1 TAT_ OF N., OF '))5,!F A XXAjrj/ONAI, 14 UP EXTERIOR INTERIOR n P-J VERTICAL CROSS SECTION CONGRE TEMASONP, Y INSTALLATION No T117F 1. iN7Ef?lOf3ANOEXTE1'?YOf7FiNiStiES, 6YOTHERS, NOT SHOWN f OR CLAMTY 2 PERMOFTH3 ANO JOINT SE41 AN7 7BY07HFRS 0 PE OFSIC,NFDINACCORDANCE WITH AS7VE2112 SIGNED: 07112/2016 Al Vv, 1 ki Dt; R IA10P, L 0 //l WISII AT/ i A 0 5iH' lt;, 1 i mw A LJ-ATION D, IAI,-, TATC. OF P, klD A 10111100, TS14 NOT FS f IN FEPl01? AND FX T f IT iOi 9 FTWS I IF 5, 8 Y 0 T PI- f3S, N() / 3 1 U 0,7V FOP CLAIM I Y 2 f,r-mmr, fir? AND JOINT SfA4AN1-BY OTHERS108E r. IM JAMB INSTALLATION DETAIL METAL S7RrjcT,,jrTg.: MLA-ATION SIGNED: 0711212016 C, , , jJ) VEPTICAL CROSS SECTION N111 I Of/// P, L 0 METATs-mLICTURE INSTALLATION 'PAIZ, PA i/030-0-,,D prEN,9,. I P 1 13 5 ''M J PA WSTA!JATJ)LfAiL--, TATE OF 1 —"N MOO\ EXTERIOR INTERIOR II i VERTICAL CROSS SECTION CO?VCF3ETE-t,4.ASL Plf3YIAi,'3TAi-LATTON NOTES 1, INTEMOR AND EXTFRIOI? KNISHES, PY07HEPS, NOT SHOWN FOR CLAT111Y 2, PERMAF D-f? AND JOINT SEALANT RYOTHERS TODF DESIGNED IN ACC 0PDAfJCE- WITI I ASTM E2112 SIGNED, 07112112016 V1 WINDUIP7 "MID R. LO111iirW"-IK— PAT, 7. Gf: TAUA A P TATE OF t,,— I A 31, 0\\ I NTT: 12/ 0 4 FI or ifAC IN _EHIOR X, EX7 -RIOR EX7 - RIOR INTERIOR JAMB INSTALLATION DETAIL W66 D FRA ?,,IINC OP 2X BUG K INSTAL I A 7 ION EXTER1013 INTERIOR, INTER110P E -1-RIOR id JAMB INSTALLATION DETAIL SIGNED: 071'121'2016 VERTICAL - CROSS SECTION WOOL) FRAMING 2X BUCK INSTAL I A TON Vl IVINDOW".) AND D 11, s Jlllllfljl CIPVERTICAL CROSS SECTION Y VV S P L 0 SMETAL STRUCTURE INSTALLATiON PA 1 No7Fq t / PITI_F?/0R ANP FXTFf?i0frI i BY (MIURS. I, 1,',)7 5i,00M FOR CLARU Y 2 n i,;,"Y24" NON WTAf_ OF NA . ..... 0 111 A t NI,, OF i /110 111110 VERTICAL CROSS SECTION CON6'PE TEIMASONRY INSTAL. LA TION NOTFS I INTF.F?t4PAfIDEXTFRIORFiN!Sh7ES.8YOTt4ERS, NO,' SHOWN FOR CLARITY 2,PFf?IMF-7Ff?AfVt)JOINT SEALANT 13YOTI-If=r;STOBE DESIG NEV IN ACCORDANCE WIT" ASTM F2112 SIGNEO: 0711212016 TIJ)( Ylll/—) AlIM COP( -, RLcj, I ll/,, W)nMAPvEN" 4 PaF' N'L7:. E " - S 1R1AAUAOrl DEFAM", T M 1,G 09 A C, S IJO TI -q IN 1 FRIOR ANO I YTFFq1ClT7 BY ON-,ERS, NOT f;IfO0VNF Of? (lVVTY VFFWVFTER ANDJOh'VT SEAI AN, BY OTHERS 10 PE DESIGNED INACCORDANCE WITH AST V E2 t 12 INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X RUCh INSTALLATION INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUC 11 IRE INS TALLA TiON SIGNED: 0711PIIPO,6 V11 AND 0'f P![S 18'aW0jQ FJNL,FS-N lAl JAl !)r '7e j 1 NtAT , OF C3 n2546 A oA 4 VERTICAL CROSS SEC77ON C ONC RE 7 F,MA SOLAR Y INS TA L LA NON NOTES VERTICAL CROSS SEC77ON C ONC RE 7 F,MA SOLAR Y INS TAL LA NON NOTES 1, fNTEPIOR AND EXTERIOR FINISHES, BY OTHERS, NOT S1 K)WN'FOR CLARITY, 2 PFMMETFR AND jOINTSLAI ANT RVOTHERS TORE DES1CNEO IN ACCORDANCE DIM I AS FM E2112 SIGNED., 07112,2016 Z tq Wltllj,, A'j 1 V, 1 VL— INIM 3 qm Af TALJAIION0FTAU FMU o' T OF F1Z N` R"D A FLANGE FRAME HEAD C111 15501 AL UMINWA 6063 75 051T TWCK FLANGE FRAME SILL rl/ fa5lo l ALUIVNUM 60f 3 T. 055' MICK LOCK PAILISTILE ct' l 'P5015 AI UAIMUM 6,?6,1 75 PFP' Tt ilCK GLAZING BE -AD V PIC31D PVC 060' TOCK FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB M 18503 cm 18553 1 1 - CM 1e5113 ALOWNUM 65063- T5,050' T14ICK ALUMINUM 6063- T,15 050- 7 f IICK ALUMINUM 5063 F5,050" THICK FINLESS FRAME SILL cm, 18554 FIN FRAME SILL FIN FRAME HEAD AU IMWUM 6063- T,5 055' THICK cm 18509 cm il,3508AWAVf,'- AJM50b3-T'; 055'TWCK ALUMINUM 6063 15 050' THICK j SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB C' M ALUMINUM5063 T5,050'7HICK ALUAIMUM60, 63 75 050'THICK ALUMINUM 6063-73,05.,"TWGK GLAZING BEAD v 185 RIGO PVC 050' THICK SASH STILE CM 18507 ALUMINUM 6063-T5,050' THICK SIGNED: 07112X2016 U C, Vlli f sl" P FA V ", 0, N F Florida Buildinc, Cade Online Page 2 of FL # 15351.1 Model, Number or Name HS 188 Fin and Flange France Limits of Use Approved for use in HVli No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +55/-55 Other: L C-PG55. Glass' must comply with ASTM E1300-04 Description 73x62 Insulated ~class Certification Agency Certificate nF1 R4 ! Quality Assurance Contract Expiration hate 02/16'/2019 Installation Instructions v 1 R4 1 :fit? ! S IN 73x62 'fir ` ' Tested 153_i Rt'.. 188iIS, Fla,e Non 7 I,act as enc.,r Schadu I e il8 i 10' i-B.odf ri VefiedBy: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Creates' by Independent Third Party: Yes 15351. 2 1 HS 188 Fin and Flange Frame XOX ( 120x62 Insulated Glass 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 1535" . 3 -!S 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. Grass consisted of 1/8" annealed outer lite, 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 5/8' glass bite. 1535L4 i HS 188 Fin France Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design pressure: d-50/ 50 Other: HS-i_C50. Missile' -eve! D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVB by Solutia. Glass was bedded in pow 995 silicone with a 5118" glass bite. 15351. 5 HS 188 F!anoe Frame Limits of Use Approved for use in HVHZ: Nc Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:-45j-45 Other. HS-LC45. Missile Level D, Wind Zone 3 Certification Agency Certificate ri y 5v51 7 ..A . - n^ ac7ic GI 09 4 Fin and cg780. 0. 9 ^7 'rlanoe df Quality Assurance Contract Expiration Gate 04/ 15/2019 Installation Instructions 53, a P ° ?{ h ?ti a r No ._ni Fas ne:_ C led'v, t b w 4 _ D, —or, —orr, instruc__._ n, •c "X- 'X1' es e a 01 -df - Verified By: Luis R L.onras, PE PE-6251 4 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 73x62 Larninated Insulated Glass Certification Agency certificate 3 1F4 r i ._ P zu5 _ a-42L q74 2_ Quality Assurance Contract Expiration [sate 02/ 161` 2019 Installation Instructions installaion instructions - 188 HS m2Gct lit 73, x62a_ro i i n Verified By: Arnerican Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created ry independent Third Party: 73x62 Laminated Glass Certification Agency Certificate r, i 5 Y .7 R4 C r1F.; ?ib..4 r,V,,__w'.:F.r...? 47_Ci.t- nc: 4' kO Flod a 4 ,f Quality Assurance Contract Expiration Date 021/ 6/ 2C,i9 Installation Instructions N -x nt L Verified By: Amencan,Architectura=- irlanufactuiers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 73x62 i_ am,nated Glass Certification Agency Certificate r - .__ Quality Assurance Contract Expiration Date 01/05/ 2019 Installation Instructions an n lnslrusr;F 01 C:n d Verified By: Luis R. Lomas, PE PE-62514-- --- Created by Independent Third Party: Yes Evaluation Reports httpe `,, NNN-« flc> ridabuildino.orL,,,pr'pr app dtl.aspsparam=N,,=GEVXQ\N'tDgtliS-57?q-\,d N'lau... 9/17/2017 Florida Building Code Online Page I of 3c_ A '5."I ,terI "L=7 Bc:s Hoine Loc Ir Use, Ret!st-al," vt Top,cs S,,b,,' Surcharge Scats & Faas P.Lilcal"Or, IBC Staff i Bc:s Site may LMK5 search m Product Approval k1,57 USER: Public Use, 211- t" Nimo—k--I'efl_ I ear:_h > > Application Detail FL # FLI5349-R8 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 I'al Windows and Doors Address/ Phone/Email650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitiiiiger@nriwd. com Authorized Signature Brent Sitlinger bsrtIu) ger@rnjwd.corn Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Fixed Cornphance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Y' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) AAMA506 AAMA/ WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By product Approval Method Method I Oauon A Date Submitted 11/181/20116 Date Validated 11/18/2016 Date Pending FBC App,loval Dale Approved 121/01/2C 16 Year 2008 2008 Nx- GENI' XQvDqtH 8 72qvdWI all... 9!7`2 0 17 http:, floridaloull din,-,, or&,'prpra ,, _pp_dtl, aspal-amx'pL - Florida Buildil-I<T Code; Online Pa<L'e "' of j FL #F Model, Number or Name Description 15349,11 185 PW 1731 x 72 insuloted G iass Limits of Use certification Agency certificate Approved for use in HVHZ: No r R C (' A P C l ry ' If Approved for use outside HVHZ: Yes r < 8 .0 Impact Resistant: No I Quality Assurance Contract Expiration Rate Design pressure: +60/-60 04/03,/2018 Gather: C\=",'-PG60 Installation Instructions 3fRS Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Mass Limits of Use certification Agency Certificate Approved for use in HVHZ: No 3;4, tr CA P j0 r,Gf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design pressure:-55/-55 Installation Instructions Other: R-PG55 r L y>. c Verified B Luis R. :-omas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLI,-34 i ra h,E 3, F 3 F,df Create,! by Independent Third Party: Yes 15349.3 165 PV/ I(npact 72 x 72 insulated La7,lnated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No S 34 11 8 = F;P a S4 4_I2 F' Approved for use outside HVHZ: Yes Quality Assurance contract Expiration [late Impact Resistant: Yes 06/25/2021 Design pressure: +55/-55 Installation Instructions Other; F J LCSS, Missile Level D, Wind Zone 3. Glass EnA ° ? r _ u J consisted of 5/32" tempered exterior - spacer - 5/32" Verified By:Lue R. Lomas, PE 62514 annealed / 0.100 SOIUtia Safiex HP / 5/32" annealed, Glass Created by Independent Third Party: Yes j was bedded in Pecora 896 silicone with 5,18" mass bite. Evaluation Reports i 8 :`=_ Created by independent Third Party: Yes 15349A ; 1-85 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use certification Agency Certificate Approved for use in HVHZ: No s;^ Approved for use outside HVHZ: Yes Ll 49 R g C C P _ A P C Q22pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design pressure: +55/-55 01/24/2021 Gather: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer 3/32" annealed / 0,090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15349, 5 185 PW Impact q x660InsulatedLaminatedGlassLimits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 Z-4C_._ r-Pf ,c nt Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design pressure: -+ 55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wired Zone 3. Glass P y 'I 0 r 7r 1 /3_pdf consisted of 5/32" anneaied exterior - spacer 5/32"ve fie I B - t&:s Roberto Lomas 62 14 annealed / C.100 Solutia Saflex HP / 5/32" annealed. Glass Created by independent Third Parr: Yes v,, as bedded in Pecora 896 siliconE with 5/8 class bite. Evaluation Reports 3 r pit Created by Independent third Party: Yes 5349. E 185 ptyr :(''pact 73 x 6! I su,ated Laminazed Glass Limits of Use — - r Certification Agency Certificate Approvedfor use in HVHZ: No 4 t T C f 4I .--,,n ,0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Gate Impact Resistant: Yes 10/28/2017 Design pressure: - i-55/-55 i Installation Instructions Other: P' W-LC.-S, Missile _eve' D, Wired Zone a Glass 1 hap: 'ti Av ,,floridabuilding.or, prpr ap dtl.,.isli `paraiia=N,,Gi 7X()NT,-tDgtl-I8-7_cl ci-Ian... 97`M7 Florida Building Code Onlin', Pa ', of_', consisted of 1/8" annealed exte, for - spacer - 1/8" 1 ",',,,,,,'fiecl By. Luis 'Rot?ert r Lomas 62514 Glass was bedded in _ _ _e e ert'. Thin; Party; Yesannealed / O.MiO `'dB / 1/8" a by Inaep Pecos 89C silicone with 5/8" glass bite. Evaluation Reports 8 ,% E 5 13 -/ S, 1 , n Created by Independent Tbird Party: Yes 2 ' 5 RoaC- 'a SjeE--1 El 4 The State of Florida is ar Aar HO eorjutoyei, ht —ent Under Florida law, small addresses are public reconds. 1"you do not van' your e-mail address released in response to a pubkc-recolds request, dc, i-ot sere eiectron,c mall W this elt1b}. Instead, cortact tire offt,_e by prone o,, by thad,horia! road, 11 von hanve any queshono, please contact 85CA&?.1395. "Pdrsuant to Section 455.275 1, FloridaStatutes. effective October '1, 2012, kf nsees hewed under Chapter 455, F.S.muff provide the Department witi an email address ifa they v ,a have o,c The imraitS provided rhay be used to, official corunnnnicahen with the licensee- However email adOnesses are Public.lecond. If 0 10 no*, vesh he licensee J la, pa a aersordz address, please provide me Department , aeruwhi ! address whichcanbe hi avdi:a ale c a et e-mine if you arc, a lic ns nhbhc , r, Chapter 455, F,S_ please CliCK tttM. Product AP proval Accepts: 17 cl M dtl. aspx" parani=N,(,iE-\17XQNN-tDqtli8 7-'qNdN'lai-.,. 9, 7,"1 () 17 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 4. 'WHERE SHIM OR BUCK THICKNESS 15 LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IS BUCK 15 NOT USED DISSIMILAR MATERIALS MOST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE [-DADS. 10, WIND LOAD DURATION FACTOR Cd-1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME NIATERIAU EXTRUDED ALUMINUM 6063-T5. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09. 11. APPROVED IMPACT PROTECTIVE SYSTEM LS REQUR3LQ FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, TOR 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. 0FSMF7TQN PAT. A IRUIED RPASED INSTALLATION DETAILS 05/01/15 R.L. REVISED NAME AND ADDRESS 10/77/16 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 EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DLTALS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAECONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 EMS 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 2,000 PSI, C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,ODDPS! MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=3OKS1 .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. TABLE OF CONTENTS SHEET NO. ------------ DF SCRIPTION II I NOTES 2 3_ rEEILEDATQNS, CHARTS GLAZING DETAILS INSTALLATION 4 - 12 INST , ALLATION DETAILS SIGNED; 1 l,'15,2016 Ml WINDOWS AND DOORS, LLC P, L 0 650 W. MARKET ST. GRATZ, PA 17030 p SERIES 185 ALUMINUM FIXED WINDOW 51 73" X 72" NON -IMPACT v NOTES STATE OF PAN NO 00 R EI J. L. 08-02 57 PPAWNNTS 9/0 3/14 1 B DATE SHEET 0OF 12 NALta 111 if I wO, L RO(PPIMOMAFIE 14,12 WOODF017D RD LEVIOVILLE, PJG 27023 Luis R. Lomas P.E. FL Na.; 62514 414,596,013 39 72 1/2" MAX FRAME WIDTH 6- MAX 18- MAX O.C. 6" MAX 18" MAX O.C. 71 1/2- MAX FRAME HEIGHT REFER To CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 FX TERfOR ISF. IN FOR NUM9ER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH —1 S" MAX 181, MAX O.C. 6" MAX 6- MAT-- 71 1/2- MAX MAX O.C. FRAME HEICHT REFER TO CHARTS —" SERIES 18.5 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 Fx7FFTt0p vfFw FOR NUMBER OF ANCHORS REQUIRED 013IGNPRIS-ORF1?ANNG I IMPACTRATfNG L-16o _opsF NOtvE NOTES 1, MAXIMUMD.LO. 69a4"X68314' REASIONS DESCRIPTION PEViSED INSTALLATION DETAILS REVISED NAME AND ADDPESS CHART,'l CHART#2 SEE SHEETS 4-7 FOR INSTALLATION DETAILSS 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 vlRu J, L, 05-02357 NTS 1"TE 09/03/14 1sheer OF 12 1 POPFPTOCOMAS PF 1432WCJODfOf4DFDLEWI,'; Ilfl-LE,NC27f723 4, 14-C,88 0609 10—PO DAIT AP1111D,111 10/ 77/1 CJR.L SIGNED: 11115,12016 Lo G 51 T OF Luis R, Lomas P,E. FL No,: 62514 72 1/2" MAX FRAME WIDTH 6 MAX jA 111-111EI INITIIrWC'116" MAX 15" MAX O.C. 1 06/01/15 R,L 8 1 REVISED NAME AND ADDRESS 10127116 R.L. MAX 0 71 112- MAX FRAME 0/ REFER TO CHART #3 SERIES _185 ALI 1MINUM FIXED WINDOW FOR NUMBER OF L x f L RIOR VIEW ANCHORS REQUIRED 72 1/2- MAX FRAME WIDTH -1 6" MAX 18 . MAX O.C. 6" MAX 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 FOR NUMBER OF SERIES 185 AUYVINUM FIXED DESIGNER WINDOW ANCHORS REQUIRE[) E TTERTOR-WIEW DESIGN FRESSWSE RATING fAlIPAC T RATING 60,OPSF NONE NOTED I VAX1MfJMDL0. 69J'4'X683,4' CPARTA3 SEE SNEET8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W, MARKET ST. GRATZ , IRA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73- X 72" NON -IMPACT FIN ELEVATION & CHART DRAW DING NO, J.L. 08-02357 NITS 09/03/14 O""T 3 OF 12 f'32 NOC,DFOfit,'P,DLEn11SVfl.LE.NC2702.? 434 FOR F1,09 SIGNED: 11115/2016 T-1 TAT OF 0. Luis R. Lomas P.E. FL No.: 62514 tP ;x III ff"V NY IOAfl:- P Mllt) I AIA N E APPIPOW f) i At ANT AN,CG IC Cf pt' 112" MIN, F[) CIE Dj';TANCE 1 IARLWAENI HIM _-, FACE 10 Woo,) scfFw INTERIOR 1/ 1I) SCP'_A/ PIGID R 1/ 4" MAX. IIIM "; f'A"F I l/A" MIII" f I,',f3f WFNI, 112" MIN, VERTICAL CROSS SECTION 0, 1000 FRAM'Wr (OR PXBUCK INSTALLATION I 114" vjN' 1/4" MAX. Nj 7 A N,, i INTERIOR EXTERIOR N? ) X HU-X fj; AFPPOVF 0 JAMB INSTALLATION DETAIL o/ 001 I T-PA MING, 0T? ZX BUCK INS I A k L A TiON W TAI S- RU(JUR BY OfHfW; BACKi R P0[) APPROVE 1) Al ANI.. CvTri: QArKt P P0D APPROVED I At AN T W [A UCTUP HY 0THFP 3/4- MIN 1/4" MAX, SHIM SPACE 10 ;Ml; MR RE VY MS OR DRit t ING N F 1( 1 F A 1/4" MAX, SHIM SPACC 3/4" MIN EDGE, D61ANCF VERTICAL CROSS SECTION METAL STPUGTI) RE INSTALLATION 1/4" MAX HIM SPACE V411 IN!, INTERIOR STLF FnPJUJNG Iu AS EXTERIOR PA( KFR ROD f y 01HIOC" A{PR AN JAMB INSTALLATION DETAIL METAL ShRUCTURRINSTALLATION RE 1i NJNS PEVI',fD INSIAUATiON DIITAR S Ev ',J) NAM, AND APDRU;S, DATO 10,12 711 I f N0,TFS I iP17FfqlORANI)FX7FRIOPFIfVl514F, 13,BYoTPlf:13S, NOT SHOWN FOR (, LAfO(TY 2 PERVVETERAX10JOW7 SEALANT BY OTHERS TOPE DFCCIGNFF) fAl ACCORDANCE" WITH AS T-M E21 IT SIGNED: 11115121?16 Ml WINDOWS AND DOORS, LLC 9 L 650 IN. MARKET ST. PA 17030 c) b EEVy GRATZ, SERIES 185ALUMINUM FIXEL WINDOW 73" A 72" NON —IMPACT G-01nz FINLESS INSTALLATIONDETAILSWITHFILLERSFTIT6; PAINH08, W) Al 0 Of 13 O RONAIW T 08- 0235/ 01/ 03/14 I 12 OS I R0REPT()WVArPF f4jr' W()0Vf0R' DRVlJ WNViUF_. NC270;11 Luis R. Lomas P.E. 13, r,69 0619 lrfom P, cans FL No.: 62514 RPS Eti Eat Mt a ( IX Bl v k/,13 ,tN, a j_ p i ss r Fp z d ..{. rJ 1/4 w'X By PX Ht Ip, mtX. Fi t.-f 4 t, t [ ! o j 4 . HUM "FACE SF tANI f J ( V ) K) Al IX (9IICK o i I S1 ( N0'f H ,1 r 1 .. 4 EXTERIOR INTERIOR 3/ 16 , A CON 4 INTERIOR 3/ 6" TaPcord MAX. WI x RUCK vO7 - 7 SHIM SPACE MIN - j EXTERIOR a — -- , BACK{-R POO 3Y f) }I RS n 1/ MI It'FR,)'EJ 1A t sSIA%J JAMB INSTALLA DETAIL nNCR&- TE,'NrAf (1NRYlNSTAtt„AF10!^t i 2, 7f2" RAIN_ I VERTICAL CROSS SECTION CCINCRFIE AAA C7RdRY tN5711Ct.ATiON SIGNED. 11/15,2016 FFINILCSS WINDOWS AND DOORS, LLC 650 W. MARKET 5T. GRATZ, PA 17030 4 •yE Pd SR A 77X FS 185 ALUMINUM, FIXED WINDOW i0 51 1 INTE7IC)f3ANt)fXTTRtnRfINISHES,BYOXERS. 73" X 72' NON—lYPACT / N01 SROV N FOR C I APITY INSTALLATION O'(TAIES N1lF{UT FIL EP,S g3 ,TfT 0F 2 PER1NIFTER AND OINF >FAI ANT BY OTHi RS TO BE is fi DC'StGNEDfN,'1CCUfiDANCEWIIII A,STMEi21t2 Mi"WN- owc NO r;ei r ,<ORd P,' JA,. . 08- 02357 NTS = ©9f03/ 14 5 OF 12 I. ROBFP70tCi7• VA.SPE. Luis R. Lomas P.E. 1432 WOnDF' OFD RD L F 011 SVttL E, NC 27023 434-s880603 dlomasno o-lomaspn cornFL No.: 62514 WOOD PAMHNG OR )X RUCK RACK[ R ROn A ANT 112 MIN EDGE DIISTIANCt 1/4" MIN, mm JT 1/4" MAX, 5Him, „'ACE. Gjf) I'U I R m ttlow wmrw INTERIOR 10 WOOL) <,CREW RIGID SHIM ','AC 1 1/4" MIN rMRH)MfN7 112" IA 1. f D G F D 'S I A N C VERTICAL CROSS SECTION 1 1P" Tw", 1/4 MAX 1 12, AiN N - I RIORTE vX, Y flA' 011001) El MIN ; V x EXTERIOR X Ptjf,K BA" Kk P P0 PrAP-' UOV, EJ AI AP, JAMB INSTALLATION DETAIL TP ME Jot: I LJO Hy 0_rTRS FANKf R TTC)t) APPROVI D I;EALAN I EXTERIOR RACKF, R ROD Xx APPRQVi 0 Al A" dT S PUC I! M Hy GIH[ i, 5/4" MIN UD(;lt D7ANCE 1/4" 11AX N 1 SIflM SPACE. ID I ULLP fir} sms OR Si I F DRII 1 ING C Ri W INTERIOR I SIM` OR DRILLINGw 11, L F R 1/4" MAX, SHIN ,l DGF DISTANCfVERTICAL CROSS SECTION METAL STROCTURE INSTALLATION 114 MAX RIGID FJHEP MIN INTERIOR 41 1 1) 5 M S -T, SU- FI AcR EXTERIOR m E JC'RJP_ j vt H HY OTHS APPRO'vll U A AN4 r JAMB INSTALLATION DETAIL U TA UFiE E 1STRUCT INSTAL LAOONPF'O',H) !NSFAIALION DFIARS R"WiFO NAMAND AODRLSS WF oF,/ NOIES I JN7FPIOPANI)f- XFLPlOPfINIS- i,- 5. 13YoT!Iff,S, NOTSILOVVIV TOR (OARITY, 2 PEP IMF FEW ANO J0hXT STEALAN T Lq Y 0 TI !FPS TOPE DFSiGNEniAJACCORDANCE IIVITIIASMVF2t12 SIONED: 11115,120f6 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAFZ, PA 17030 SERIES 185 ALUMINUM FIXED VIINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS OF iX z- DWG ll l 0 I, p OR "10 08-023578 TONAL` NTS 06 711 1 F R OF I /03/14 L. ROPER1010MASFIF 1432 WOODFORDROIEWtSVIIIEN(, 27023 Luis R. Lomas P.E. FI_ No.: 62514 t s RP f - NSTA I lION ATAI S - 112" MIN G : DISTAN"t Ili j R REM f NAMs- AND A 01-1 SS "/Fr/ F, R fly g 1IN. VBEijdAF d1 -- -- OP( NA 1X !R CKDMENI MIN, y C C0NLR i olA->0NR JX=.','Fr r ?t t . C— "ir 1/4" vlX _ .}Y O'H RI; l ter, MAX Rr p •} !u, .X \ 1 F! A HP -I i >x 4 Tir niF7 R -I rCK FUFf l SF;r.Ei 1 RIGIO f E.R r .>/ i B TAFICON- 1XTEFTI(?R INTERIOR ,/1;` T PCf)N s INTERIOR i it i j. Y } /*' F.X. 2 %L Y, KsJ' 3r+W SPACE.._ DP d F r r,F EXTERIOR i 0 CPCK( P QT) m a . K F,1Ih_ J: AI Ott*. WENT JAMB INSTALLATION DETAIL A, (; OAlCRi TEiGAnSCiNf?Y lCJ,STAL17i77fjN a a VERTICAL CROSS SECTION GONCRETf° 1,ASONRY INS7AIJATION SIGNED: 11%15,2016 Ml WINDOWS AND DOORS, LLC Fr 650 W. MARKET ST. \ . • Z' i GRATZ, PA 17030 ,^A S4 lpN071S t tNiEF?tflfi AtJD EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM F1XE0 WINDOW i3,,.1 51 DOT SWAIVAI F_,IGNFOINAPEPIMF CO (ONCEVWTHAP7ME21 STC1t3E F1tv(_E55 INSTALLATION 2DETflIi.S WIT1C7#ZIr9C) fiLLER ( tilR D10 "I sceJcr 08 , 02357 B XjfSil{D AY rt aY N. S " 09/03/14 7 OF 12 Roeff rtnoH snF Luis R. Lomas P.E. 143? WO)nFOR(Jf9D1 F wtsvitt Fjvcp7D23 FL No.: #2 J1» 434A88-DfyJ3 rtlomg5!/Z0m2^Fe rgnr WO')t) "OOM'T'jC.; OR 2X NK RA- KFR Pr)D N HINO F I AN( 112 MIN. EDGE [ W,TANCE 1 1/4" LAIN EMM I)MI N7 1/ 4" MAX _j U10 wwD "cr'E"S W TAI f3' Y NT'lip'; HACKi P RCD ', ADPROVO, J) SEA' AUNTBEHIND FLANGE 314" MIN 1/ 4" MAX. SHIN SPAC-L 10 Sml'--' OR t F DRIt I ING MVJ,' D INS' ' A] 1ANON DF(/111-'S RINF, L U NAMF AW) ADDRF5-, 11ATI I N1111p, P ;0 D 1/ 5 EXTERIOR EXTERIOR INTERIOR IN7ERIOR - --- ------ - -- 10 rA R I/ I U W1,Y)TI11 SO 1 f Df?t LING A/ RIG - P 1DFil1 [ - z R01) RN) RIGID LLER HACKRApf" r)V'-0 SEALANT 1/1" MAX RFHRD FLANGL Nil v `,i!IuI SPACE 71NOTES I- S- I INES PIOF?ANTFXTFPIORFINISHf-S,RYUT4FT,WOOD RAMN2x3il1p", MID 71RUC tff"[ NOT SHOT41N FOR CLARITY(R FMRFDOENT rR,,, 2 PERIMETER ANN J0OJS T SEALANT HY OTHEPS TO 13F 3/"' I)FSiCtJFr) fNACCORI) ANCF 1,11)-HAS7-,',IF2f12 MIN A- 1/ 2" MIN EDGE DISTANCE EDGE Ul',iiANCE VERTICAL CROSS SECTION VERTICAL - _CROSS SECTION METAL SrRt1,',O)Rf- INSTALLATION WOOL) FRAM114C, r) K2XE3UCKLNSMLIATI0N 1/4- MAX MAX SifiV SPACt 1;11 m SPACE II 12 MIN / INTERIOR 1, DGE Dj` TAN(' J' Ij FD'GEDi5IANCE SIGNED: 1111512016 INTERIOR j Y1 WINDOWS AND DOORS, LLC S Lo,/ fl 650 W, MARKET ST. v E N I F DPR 1 ING A GRATZ, PA 17030 w SERIES 185 ALUMINUM FIXED WINDOW z: 10 A'61 A W AN D N A A D '00 6') R1 1 - - U 1711-11) 73" X72" NON - IMPACT WOY)') F AMJ14G XTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TATE OF Irl 7X P11CV, EXTERIOR E A, DIIAW D11 WQ HAC' M R ROD & BACKfR RON & Hy 01HIRS I L. 08-02357 B Af"'PO VI D ,f AAN7 APPROV# 1) SEAI-AN" fltN(;L BEHIND f 1 ANGF NTS 09/03/14 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL I POW Fr SP, W(,)ODfRAf,l),JC, OR2XPI!("KINSTAi,l-A7-ION METAL STRUCTURERISTALLATION Luis R. Lomas P.E. 68, -09 FL No.: 62514 A ftF IN AiIATl N TIFTAV, ,)F/,)1/l,i P P! ; ^° G hA+/, AND A iD • >. tY JI _ - - f'Y 0fi is nS a 1 1/4 Mitt. M(3E.1)m NT n EY 3Evur_NT i j> a I, S F._rlAY, t- 5rt- ( 3F 11 ,D O' kI) OF NONAL IS BUSK 1 SHIM AC I k S f- NO f ._ I i/'ii' Tied a t1 II- I a EXTERIOR INTERIOR 3/16 TAPC N INTERIOR f - 3/16' rAE CON- t r,ANT i I INr x ( f ,, MAX. 2 1/2" it EXERlOR APPROVE ED ,,'A' ANT a ( 7 / 4}PLAIN. Pit 7 'I- NO'_ JAMB INSTALLATION DETAIL C NCRFTE/ SONRYtNSTAI LADON 12"' MIN r f)<,'" CI ANCI I VERTICAL CROSS SECTION C r Nf3RETE MA;ONRY INS TALI ATION SIGNED: 11/15'2016 Ul WINDOWS AND DOORS, LLC 650 W. MARKET ST. 2J /i GRATZ, PA 17030 v,°\ F NOTES SERIES, 185 ALUMINUM FIXED WINNOW- i 1ADERIOR AND POERt{OR FtNISHES, BYOTHERS, 73" X 72" NON-IMPACT=- t SOT SN >W,NF,0P (;! APITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS TATE OF 'uJ 2PFF?,?,fETFP AND /OINT S€Al AM PY 0T19r RS 70 SF Q UESK33NED INACCORDANCE NltTHASTAl E21 f2 ramah. Cac tio. 0 1J.rjA a, r,..F: 03 t o 08-' 02357 .0" y ALION A{.. PdTS 09 f g O. 12 UBf < t-o as F Luis R_ Lomas P.E. t 43' NOOOFUHIi F'! If l.SVttt tt..: 2T023 EC No.: 62514 34-59d0609 ++oma,s biomaspecom 2X e3i1r:v, feL PiZ' RA,i<IiR P-,f, & AI' SFNAIF H! PINIO FLAN(j_ 112" MIN FDGi DISTANCE 1 1/4" VN IjI I /X" MAX, j RIf;JD I II I f R In woot) sc'llf w EXTERIOR INTERIOR 10 srp,w uACKFIR ROD A! A N T R!GID I LLER 11,I" mlX, vX00D fRAYjI` I MIN, OP 2X I3O(K F MIREDIvi N I fay QlliFjl- 112" MIN DISFANCi VERTICAL CROSS SECTION WOOD FRAMING OR 2X Pf ICK INA TALLA LON 1 1/4' ViN V,1.' MAX J`AII; DIM; "JI ;i4W IS I N iiif INTERIOR zL INOOD e?AIAjN" zX FLUCK 2n EXTERIOR fN' OTHLRS Re',{) F4 P'ROVID TA ,AT I FHIND Fk*!vF JAMB INSTALLATION DETAIL P/000 FRAMING Ou 2X01CA' INS FALLAPON MIN 1/4" MAX, SII]M, SPACE GO FI[ U R 10 SMS OR Al INTERIOR 4Io :;ms 00 It' DRIt LINU Z L- F Av 99 RIGID id I I RTIACKF-R POD A'c 0 I APPPOVf 1) Sf At AN !I UEHIND e 1.1d X HIM SPACE MIf fAll S-,RLJrJURf By OTHzif; t3A(,KfT2 ROO X, A PROVED SFAIANr R[HIND FIlRNGL EXTERIOR STRuf Aff TAt UY OTHERS L ED, D151ANCIt VERTICAL CROSS SECTION IVETAI STRUCTURE INSTALLATION 1/4" MAX, PACI RIGID it I F R IN_ INTERIOR DC f- DISI ' ANCt AIR sm; oRA v SLIf IIttING sce? f"As I' ll TM EXTERIOR ICI , RE I ly NTlj F '3 BACK I R ROD &I A1' f Ii D A A, A 1 BEI', Ni) FANOE JAMB INSTALLATION DETAIL METAL ST RIJf- 7- ONE INSTALLATION R_ASED INS"AL-ALON DIFINIS RFA-ED NAW ANO AM RFS 1C/27/ 1 F, NOiLA I / A/ TFNOPf AND FXTFRIOR FINISI iFS, RY OTi If- ITS, NOT ,SHOWN FOR CLAITI Y, 2 PI- F?lMr--TEPANDJOINT SEALANT PYOTHEPS TOPE r)EStGNFI,lINAC(', ORnAf,ICFV,IITt4AST A,4E2112 SIGNED: 111115/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, A P, L o 41 GRATZ, PA 17030 j ' S r, E SERIES 185 ALUMINUM FIXED ' WINDOW 3" X 72" NON — IMPACT FLANGE 51 gi Affl INSTALLATION DETAILS WITH RIGIDMILLERSRe-, mc, NO Re v ehJ ORO J.T. 08 02357 8 1)O 2 X/// N, T S 0 9 / 0 3 / 1_"" " I F 1 09/03/14 I'll I; I L. ROREPTOIOMI Luis R. Lomas P.E. FL No.: 62514 M 0RX9 111-9 ,X`l,'! p,'4-- A t uY BYDim i'S A N,--,, 1 A 1 1 0^i P, I j 1, 1 P P, VtSl l,M,41E A1')'F)1P,'-,'- 1 ^12 7/ 1 6 1' 1 A i 1/4" TMN DMII HT 1x MIK 3 7 if, T i j p 114" MA X pt" F311 (H i "S "4" MAX, V Ff ANT j -,'M SPAU- SHIM SPACE S?ElTI OP110NAL 1X 'HUCK APif— IC - jnj ER RIGID F 1, 1 i R EXTERIOR INTERIOR INTERIOR VIC 1APCON i/4VAX, 2" 2 1 " 01"W7NAt IX HW K and ilff]'- SPACL MI jP S 1 NQU V EXTERIOR J 1AC K,- PRI) Xx APPR OVI D 5f Al),Nf H ND 1 1/4" MIN ET)IRF "DWIF NT JAMB INSTALLATION DETAIL C NCRETE/MASONRY1 S ALLAWIN VERTICAL CROSS SEC77ON A CONGD1 7E/, MSONRYINSTAILAOONSIGNED. 11/15/20 f6 IlAl WINDOWS AND DOORS, LLC N07ES ""s P, 1, INTEf?IOR AND EXTERIOR FINISHES, BY OTHERS, F 650 W. MARKET ST. ' '\ S - - S;D N0IOV,'NF0HCIAHlTY CRAIZ, PA17030 3r' E P4 S 2 PRIMETER AND JOINT SEALANT 5Y07HEHS 10 BE SERIES 18 ALUMINUM FIXED WINDOW 4% I-)ESIC,NEDINACGof?DANCEW[7f4A, I;TA,IE--2112 73' X 72" IMPACT -0 ' 4 —< , e' FLANGE INSTALLATION DETAILS WITH RIGID FILLERS yy"" Ty OF 'i,,Z w"c' ao. ecv 08 - 0 2357 1)F 12 J. 08-- 02357 B NTS 09/03/1, A ///// I] I P0PFPT0I0MA5PE t432WOODF)f1DPDiF Vl', IlIIIE.f,,' C270;?II Luis R, Lomas F.E. 434 588 0609 -11 FL No.: 62514 AI AN mll j)MF I NT IN 0 0 D P, FRAIKIN(; 4tlilitiiiUtltSYu BY 0 114" VIA/ Tj c A100D F PAYjNG 1/", M,', *' X SHIM SPACE I/w, MIN "3y omms I L RE w /NTERIOR FICINTERIOR FX T ERIOR MAX J- SHIK, SFOC[ w0c)") w 1/ 4" MIN By OljUIS M; 3%rAAF NT PI114NI) FIN VERTICAL CROSS SECTION V106D FRAMING OP 2X ROCK PIJS TALLA TION L UEDIAt -NI StAkANT HUIND FiN EXTERIOR 3/ 8" MIN FuGL J JAMB INSTALLATION DETAIL ixBU; ck INSTALLATION PFW,[ D N-,TAtIAII()N )FTA9S RIVI'; f!) NWAI, AND ADIDPI';S I- F API-)l 5 06 0, /15 10127116 H,, NOTFS I INTFRIOR AND EXT-FiMOR FUVISHFSF, P / OTHERS, NOT SHOWN FOR GLARI 7 Y 2 PFRIME7FR AND JOINT SFAI ANT PY OTHERS TOPE I) FSIGNEI) lN ACCORDANCE VVITH AS71.4 F-2112 Ml WINDOWS AND DOORS, ILLS 650 W. MARKET ST. GRATZ , PA I7030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72' NON -IMPACT FIN INSTALLATION DETAILS Drowl [ I I; NO L. 05-02,557 L. rOPFRTO f (WAS F.F. J";, WOOTIF0170 170 1 FY115VII I F, AIG -?70,P'3 434 688 0109 '11- .. NO p, —'r 9 L FTATE OF RFv A Luis R. Lomas P.E. FIL No.: 62514 Florida Building Code Online Page I of" Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 7117) 365-3300 Ext 2560 bsithnger@n-iwd.corr, Authorized Signature Brent Stlinger bsiILhnger@rnivvd.corn Technical Representative Address/Phone/Email Quality Assurance Representative Add ress/Phone/Ernail Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Enoineer v Evaluation Report - Hardcopy Received Florida Enaineer 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 Certified By Sections from the Code Product Appioval, Method C'j C05 2m 1710,5.3 faetlrocl 2 Option B http:. NN-,,C,NN,floi-idaibuildin,,,.or,-,'PrPT-_app__dtl.aspx'paraiii=\N,GE'\7XQNN-tDqtII8 72qN7dNNI"IS,.. 9/71/2 0 17 Florida Building Code OnlineZ: P a (,, e 2 of 3 Daze Submitted Date Validated Date Pending FBC Approval Daze Approves Summary of Products FL # Model, Number or Name 15353.1 15764 06/15/2015 06/15/2015 06/21/2015 08/19/2,315 Description Horizontal Aluminum Mullion Limits of Use 1 Installation Instructions Approved for use in HVHZ: No R 2 f ("'s - 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 S3 3 ,,2 , F 5 i" span: 52-1/8". Created by Independent Third Party: Yes 1 15353.2 5764 Vertical Aluminum Mullion Limits; of Use Installation Instructions Approved for use in HVHZ: No 5 ? R 2 :: 0 Approved for use outside HVHZ: Yes Verified By: Lure 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 5,120,63.P,`pd-f scan: 83" Created by Independent Third Party: Yes 5353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Fl, 15 - 35- Y2 I 08-0144 A, df Approved for use outside HVHZ: Yes Verified By: 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 152 R2 An 51121"A of3-- 1- span: 104-1/4" Created by "Inaependent 'third Party: Yes 15353A 5765 Vertical Aluminum Mullion Limits of Use i Installation Instructions Approved for use in HVHZ: No i,—S--513 R2 11 06-0I. szlf Approved for use outside HVHZ: Yes Verifired 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 F1 1,5 r3 R.2 _A:42 fljj- df span: 83", C-e-t—ed—b-y--Iricie—p Q( 2 Independent Third I Party: Yes 15353,5 I CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No OS '-28.L) 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 rL 1 1-:Y53 --' AFL 5 066A-p' length - 83". Created by Independent Third Party: Yes 11 5353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Dff 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 simile window size - 52-1/8" x 84". Max mullion i-I z AE, -'-"-'07'-A,_pip span - 104-11/4" Created by inaelpendent Third Party: Yes 15353.7 i Crv-18523 Horizontal Aluminum Mullion Limits of Use j Installation instructions Approved for use in HVHZ: No s -7: r, c - Approved for use outside HVHZ: Yes lerlfied By: L, " is R Lomas, PE PE-62E14 Impact Resistant: Yes Created by Independen', Third Par;y: Yes Design Pressure: N/A Evaluation Reports Other: Max simile window size - 52-1/8" x 84". Max mullion P2 span - 104-1/4", Created by independent Third Party: Yes 15353.8 CM-1 85-31 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Vertical Aluminum Mullion Installation Instructions Verified By: Lums R Lomas, PE PE-62514 h ttp:NAAN-',N . fl orl dab til I d Ing, org!pIr, 'pr_ app_dfl. aspx "pa ram NN G E VX Q-,N-Dqffl 8 5 72 qN, d W1 S, 9 017 ZZ, Florida Buildinc-, Code Online Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single vr'i,ndicov size: 52-1,/8" x 84^, ti9ax nullio= IS i scan - 83" Created by :nde nendent Third Part%r Yes 15353.9 CM-18532 Horizontai Alurninurn Mullion Limits of Use Installation Instructions^ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified BY: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1y`8" x 84", Max bullion I r 53 P2 AF span -- 104-1/4' Created by independent Third Party: Yes 15353.1E 1 CM-18533 Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other; Max single window size: 52-1/8" x 84' span: 83" 15353.11 J CM-18534 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84' span: 104-1/4", I Installation Instructions r 2.: R +4 A Lo Verified By: Luis R Lor ,as, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports Max Ir uElian 1 'n> T Created by Independent Third Party: Yes rizontal Aiuminunn Mullion _— Installation Instructions 14 Verified By: Luis R Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports Max mullion Created by Independent Third Party: Yes nact Us Rair S'o- . `?_ ?allaha4sc.e Fl a'. ? 1'hune: 450'4E`_.1t3 4 The State of Flcrda Is an AA(SFC employer yr --a s 03-yo.3 to _Florida. c F accz Err ed @. t c Lcz:t„_ d v S Iat nrnt R =rid sj,[pment Under Fonda la e, email addms es are. pubhc records- if you da not want your e-ma+i add _ss released in -espouse to a pashc-records reQ es. , not send eiectr„ : c mil €o ttiis entity- instead, canract the office by phone or tryirad+tiona n ah.:f y,e have any questions, please contact 850.4S7 >395. P, nc,raat to Se, or- 4d5 275;1 ), Fto=,da >tatuts, effective October 1- 2012, licensees licensed under C`apter 455, F.S. most provide the Department rant an email address if they have one. The mods provided may be ose for off,—! commum4aUon -th the licensee. Hovvever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an errad address which can be made available to the public- To determine if you are a Licensee under C r,aiiter 455, F.S., please Glick hest;_. Product Approval Accepts: 77 L.: ru 1 tSafe hnp:" wNv v.f oridahuildizi4.or,, pr pr app dtl.asl,x?pir Izn=vvr F:NIXQx\-tDgtl-1S 7?gvd1"1S— c'/`` 01 NoIF',, rfIf PROF "'W', <HOAIN flft2DH IS, L.D AND MANUFAC-UPir) 10 Y 'fil! Pi Ql"IRf W N. OF 1,Hf f 1 ("'RIDA BUT D NG CQD7 2) VOY)D FRAMPIG TO BF DISIGN, D AT,") ANCHOPT[) TO PROPFOIY IRAH', IFP All OADS TO STRIKOURF ;RAMINO 1, THE HT11PO, NSIPIlITY (0 THE APCH!"IFCT OR INGNFFR OF HI[CORD, 3 WA,---; NOT St,0 !N IIIF PI`CD;,, Y,I 'AlOWN HERLIN WINT, AO DLIRAN,T1U WAS L), i[) "OR WOOD ANCHOR CA!,CTjLATiON,,; 4) APPROVED IMPACT PRO OKHFVE SYSILML, NOi PLQUIPED FOR 1111S PRODUCT iN WlNO ROHNi PiHMS RIGK)NS UP '10 I/IND 71)NT 3 I)f j AN,) N',lAt 1 ATIQN f-IF 7IN -IHII 1Y 2, NI IT) Omit I O`, ICNIDOWS YW;-I P , F APPRIJq D l!`JDlFR Si f A FA 1 [_ AI 6) S 1 f F WINDOW" 10 R! Vi It I f (1, ARi NOT LIMITED 10 71407,E N IN W1 ; OPAA' IWtNDOWMUST BE MAN IfiA(RJRfD By' MI WINDQ*5 ALIT, DQOFI_, !N( 7) C IIII r?' OF I R,11T, "HAIJ, RE CQN;POIAJJ) BY "HE Df ,i ,FSSHRf tIIT YUHiON OR TIlT N01VjfttVj OR D0,01`R UNIT, 3) UP MAY Pi MUHID f)f4TH t _P P,INFHNflfILY A. INNS A0 ,1N, T m YIIF)TII 1,NI) III- 1 `HT ART- NOKi f TIT D ANO MIJILLION IS tN1,lH1)RF1'1 A'; rW)WH 4 Rf IN I ir)N VF I";CAt HNSWj 1 At ION, IS ',HOWN, MAY 131, H;[D IN IT`)I APPII?,A[IONT, AS LONG A', D MENSION INOKAiiD Fit PfIN At,,' NOT `XCHOH) AND MULLION' IS ANCHORff) ACCORDING DLS!GF,J PR[SSUR5 TAPTF 1) DFH1, T TIFOIWOD DF;JGN ;OAD PER RUTDING COIN W fIIRMINF_ 0tUIARY Yflf)[H AND M111HION SFAN HA -,ID ON PRONUCT TO HT INSTALIH) S'.E IOPMUtA FOR TRIT3I)TARY W()-ti, Y;AIF `AIlIiI()N ';!'AN (I)NIT HIDGHi) AND IRIHIT)TARY WIDTH AT VITOI(;110- OT Hf)W AND COHIMN CONTAINING THE M01HON I I I I I,I-'ON A IN AND TP11"Ili AR WDT I T— P, i 1,` 1_ IS TII;P 1 l T, IN MI)i I ON RAIIP MUST Of [ OIjA! OR (,RI_ATI7R THAN RFOUIRi D OF K;N "'Ri OB_1AIl,l! D IN '31f P 1, R11`91's RfVGE0 NSTAHATjON DPAR, ANCHORING NOIES: FOR AN(MOPING INTO WOOD Il?, NMING OR 2X RUCK USE #10 'WOOD 5CREW WITH SUrI`ICIENT LENGTH TO ACHTVF A I 518 MIN'MUM FlABFT)Zi'T LOCATF ANCHO16 AS OHOWN !N NSTAILIA-11ON TO -TAIL.-, SHEI F 3, 2) "OR ANICHUIRINC INTO CONCHf- H, 1/4" TAPCION Wl-,Il SUHICILNT [ENGIH TO ACHIEVII, A 1 1/4" MINIMUM LMR[)MfNT WIIH 2 112" WNHIMUIAl FDGF OrSIANCE, LOCAfc ANCHORS AS SHOWN IN O'>1ALLATIC,N HTA]l' SlIFF,` ' ALL IASriNFRS, TO BT COPRO'SlON F-F- SISTANt INSTA[I/,TJ,)N ANCHORS SI-IALL RE INSTAL[J-D IN ACCORFIANCF ffiffi ANCHOR MANUFACTURIFOS INSTAHATION INSTRUCTIONS, AND, ANCHOR"; ',HALL N01 OF USI-D IN - _,NBSTFTAl[', Alliff STRfIICIIJS MINIM I _Y STAlNGTH I -If D S TIIAN THE SP-Cil I BFILOW: A, INX, f) MINIMUM ``.;PE IC C,'WVI1Y (, T G 042 H. COW,',Rf U MINIVIIH ' W COMPRE,S! VE STRN0, P iGTH ,i C. MASOINHY SiRfN TH CONTORMANCE TO A',IMC 90, GRADE N, T-Ypfl I (oP cR l, , I : S) ij TO AT TACH 'M L! ) 0 #To I U_ I N 1' CLIP 11Kf (41/4' SFtf DPIl1NOSCREIN'3 PT I' CuN MU,T Ht T 1ELD OTI LED. P, HOLES f ON SCREW-5 AIRE NOT I'RE -t)Rlt 1) L -3 Y M ANUF AC I UPR, 1AH11 0; CONIINTS i4I T NO Di SCRIPHON 1 1 N N I-ONNl," 1,JRAT1(,)'111',,; AND P CHARf V, L, 3 N"; IAHATiON OLIAIIS same INTO MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULL - ION SPAN GENERAL NOTES im a mu 0181- 10114 39 0 / I I Z 17 1' OF oq I Q/ 15 1 R 1, SIGNED: 06/1 11P0 15 i7 V 3 wl W2 h AME IWINOOIN fl, "'NOOIN 107 E/E CI)MIDiNID "Nf"TH wl IlliNVOW i("i IT IVINDO1,1E li W2 107 8' COMMW D INIDill 1 ARGF ANI) SMALL MI ,id E IMPACT, LFVEL D. WIND ZONE 3 fN Ci,(APT ARP" FRAME DI.MENSIONS AND DO NOT IN„! TIDE FLANGE v" I N 2 RAMI,,INDOTYI 4NDOW tI COMBiNi'D MDR,' W1 W2 1,YIN00W I WINDOW WINDO,q A 119 PAN) Jl A 2 107 3/8 COMF31W D WIDTH RE vlllrllis RVT, ISFAItAfir,"i 0FTAU3 10/ 5pi" I -- COMSNif) A`I)H 1 wl 2- E3 WINDOW wmf III IGHT VVINDOV ff WINDOW' 1AI If t ON 1 SPAN) IN 1 ---- YE2 107 3/8" COMBINFO WIDTH APPROVED CONFIGURA TIONS Mt IL 7 1F'J F UNITS AiV6fiFMUITED -TT-)GFD,fER As LOWS A,,,; r-0II431NI-C 11VI01 H DOES NOT EXCEED 1073,18'AS SHOWN FIEREIN Design pressure rating (pst) with rebar LAROF AND SIVAI L ?,NSSILE IMPAC, 7, LE VEL D. WIND ZONE 3 DIMEN;GONS lN CHART ARE FRAMF DIMENSIONS AND 00 NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V. L. 08-01439 Sc"" NTS ji" 01111112 1'`('2 OF 3 mps !pj SIGNED: o6,, l vCo15 T l 2 112" MIN FD,,E DI'SIANCE- VA-,QN R Y/ C') NC f L- T c)Tr I _ P" I J- 4" A MIN MHEDW N- 77 c F5 /96 0,843" jnNAL HE UAP Ml 000072 CLIP SFC15/64 K'Ut " 10 N WQT) D `,CP'PN I 551P," MN T)MFN7 WOOF) RAMINO/ 2y RU, K 17" MIN11Y G T 11 F R"; VFRTICAL CROSS SECTION vfAQONL?Y, C6NT`,fat , I AND 1, - VOOD f HAMING IN','7M LA NON IT— I/ lAT' flF F) K,A-ONPY/CONCRFU OR WOOD F RAMING SI)W; RAT 37, M T000022 CLIP 16 GA ( l 6CfJ CA; VA MZED S T F F L 2 140' SECT5764 MULLION ALUMINIIA16005-T5, 125' THICK o RF- 185- 2 REBA R 16 CA ( 062; GAL VAN12TO r TELL I 11) N s M' TIC ii A RTOHO N-,TMkATION FFTA! S D or)/ I o/ 17, p 0 472'- 2 032" 2 R/5" IT moo" SECT5796 CLIP FOR COWRETF I1S7ALLA 710N Al OMMIM 6063 E5 125' D IICK 0 7 5' 2X 1, 562" 1- SECT5796 CLIP rOR WOOD FRAMING INSTALLATION ALUMUNIA460151-T5 1 5'7111,',K SIGNED: 0611112015 0" MI WINDOWSANDDOORS ND DODRSR, L ST M AR 650 WESTMARKETSTREETE 'T5R 0GRATZ, PA 17030-0370 E N 71 7R6, 713 VETI, I U LEO 5764 - VERTICALMULLION151 M LL' _ A Sp 9U0N83" MULLIONSPANINSTALLATION DETAILS / ND COMPONPNITS 9jAT 0"Al" UNG NO V V 080 1 3, 08-01439A77--,-T4- T A ol/ 11/ 12 js"53 OF 3 Florida Building Code Online Page I of 3 Corn ments Archived Product Manufacturer )arries Handle Building Products, Inc. Adaress/Phone"Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingshei)g.zliu@)ameshardie,com Authorized Signature Pingsheng Zhu pin gsheng . zh u @))a mesha rd is, corn Technical Representative Pincisheng Zhu Address/Phone/Email 10901 Eln-, Ave, Fontana, CA 92337 909) 349- 292 7 pingslieng.::hu()ai-)eshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone,/Ernail 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingshena.zhu Cajameshardie,com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name wtio developed Ronald 1. 0gawa the Evalrjano^ Report Florida License RE -24,121 Quality Assurance Entity In'ertek Testing Services NA, inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P,E, Validation Checklist - Harccopy Received Certificate of Independence Referenced Standard and Year (of Standard} $ ASTM CI-186 3 3 0ASTME Equivalence of Product Standards Certified By Florida Licensed Professional Enoineer or Architect ear 2007 2002 app dil.aspx?pai-ai2i=N-GEN/'XQNN-tDqNRl 6bs,,-Z66FC... 9,712) 017 Florida Buildino Code OnlinetN Pa(1,e 2 c 1, Sections from the Code ProductAppro al Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/201 5 Date Approved 10,116/2015 Date Revised 08/09/2017 Summary of Products FL; # m j Model, Number or Name I Description 13223,1 Cempanei 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 13223.2 HardiePane. 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. 132233 Prevail Panel Sidinr, 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 rpt3_;_J. _ R, =. R R.. : 2y.? ' S Pa el n a-n_ood.1df r 7.,.?..223 R _ice. . C _I'.tC__ ... 1`'..i_S_t 7npl.t_c.. ._ i_?c..:?tff. 522 h rn_a!' t t .1 ?`_2i SI l.tr.1:.Pjf r R_ TR0A E5 t_w Vended By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports 1 Y { _n ll Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R3 11 ER,R-0 ? 5 Pone, rneal wood, df FLI 31 1 h i Lh _0 ..-2 t i s c P 3l T,0_trCt..a2:%`. 4, Il z iGv 'IC i.l'?df 1222 i h lt.v Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports T' 2 n 3_hi ,I-1111h.r ..`'._ E. > ar C r..! _{ 3 r 3_r=.0 ! 1111( .P ? U4 r? i;_ Created by Independent Third Party: Yes fiber - cement panel siding Installation Instructions 3 K ;_i, rh, RIu 61..v_ an l_me.nl_t_; .r:_. _rf R3 LJT r+e I? 2 r N A 5 n22n4 Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports AF N0,A It L.'t4'[jdf Created by Independent Third Party: Yes Rack Next Ls _ ac:!-'t itl2l_g ce ne.,. ma ,ate se€ f. ,,III Ehn.!u-.._.£ !_'a,.-, The State of Piorida is an AA/EEO employer. Lot ql -t)p 7;,tg cg Flori "aL : P aacv Statemerit :: ce5sii Y cK e tgmgryt ur de, Florida law. emw4 adcr,esses are pjtr e records- If you do no, wan± you e .r:atl and e_s reieaseu in resp0 Se =v a, pv+bk" a OrnS red..ES.. a0 ro' seat-d eie _, rv.t.,, ma" to In 9 e Atity ,rstead, c0 t-:aCt tle office h phone o - tranuo o ma'l. if }uL -bae a .y Q.wui0,,S plea sc coma" c.45 Ia9s -usuarit to Sectio 5 S F?Fr , to-oa Stature_, efecuve LicCode licensee, been e.. coder C ap,e 455, s S. r.-45; p .v uc the Depa e. m t a, eraar address e. it thep have onThe email, rno. oec--^.tay be use i `o, o°Ccaicom:run,cat'on wet "R hcens,e- oweve Crcrall add esses a=v pJb c rem r-, . yo_ db not u sh t supply a persona' address, please provide the Department with an email addreSS which cart be made available to the .c bm, To determine if you are a hcernsee under Chapter 455, ES., please click here . Product Approval Accepts: hap:««,floridabuildillw.or4' lar'pr app dtl aspx'1param=NvGE\7X)\,,tlgvRk6bsvZE76FC:... 9'7'':017 Florida Buildin- Code Online t PaL)e ', ol-3 C C, pr,, pr appZ:71 - -- __dtl asp-,\ 'Iparam=NvG EVX Q,,vtDqvPJ< 6t-)sN,Z 66F C 9 1201 7 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES 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 1B, 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, PREPARED BY. RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC, 1-88S-542-7343 infi:i@Pmes-,aid,e,corn EVALUATION SUBJECT HardieldaneK Siding James Hardie Product Trade Names covered in this evaluation: hlardrePariel& Sid mgACern; anekP; Siding PneyakPanel Siding EVALUATION SCOPE: ASCE 7- 10 2014 Florida Enifiding Code 2012 intemationai Building Code& RONALD 1. 0GAVVA ASSOCIATES, INC, 15835 ALGONQUIN STPEET #443 HUN-INGTON BEACH CA 92549 714-292- 2602 714-,847- 4595 FAX PROJECT: P\ 10-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximuin design 3-second gust wind speed to be resisted by an assembly of Harshei"anel hCernpariel, Prevail Panel) siding fastened to wood or metal framing with naffs or screws, REFERENCE REPORTS, 1, Interles, Report 3067913 (ASTM C, 186) Material properties krarraef"aned Siding 2. Ramtech Laboratories Report iC-1270-94 (ASTM, E330) Transverse Load Test, 5'16" Thick by 48 inch wide HardielTanel Siding installed on 2X4 Hem-Fu wood studs spaced at 16 inches on center winha 6d common ailvanizel nail 3. Ratniecri Laboratories Report C-7271-94 ASTM, E330,1 Transverse Load Test, 5,16" Thick by 48 inch wide FiarnlePane: Siding installed on 2X4 Hen, -Fr wood studs spaced at 24 inches on-crimei voth a, 5c common galvanized nail 4, Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse, Load Test, 516'Thok by 48 inch Moe HardraPanel Siding installed on 2X4 Group It SG=0.36waod studs spaced at 16 inches on center with a 4d, 0,091 inch shank by 0.225 inch head diameter by 1 5 inch long ring shank nail 5. Ramtech Labor- ato,res Report 1C-10`54-89 (ASTV, E330'. Transverse Load Test V4" Th,ck py 46 Inch Woe Hardie.Fanel Siding installed on 20gaupe Metal studs spaced! at 16 inches or cents- wili-, a No 8 X 1 in, loop X 0.323 in head diameter ribbed bugle heap screw 6. Ramtech Labxitonec, Report IC-1055-89 (ASTIl E330) Transverse Lead Test, 1/4"Thick by 48 inch wide HararePanel Siding installed on, 20gauge Metal studs spaced a, 24 inches on center with a No 8 X 1 in long A 0-323 in head diameter ribbed bugle head screw 7. Reter-Labs r alww-,', Relax* 11149,98"1 554d (ASTRR E330) Transverse Loam Test 1!4" Thick th, 48 Pact, wide Ha,td,,Pariei Solmg mstFWed on 2Dgauge Meta! since spaced a! 16 and 24 iricnes on cents, with a E7,&,-- 0,100 ir. knurled shank X ^,c, in. drie X 0,25 in, !-.see ciameter pm fastene,- S. Ramtech Laboratories Read,! IC- 1,273-94 (ASTIV, E72j Racking Shear Test„ 5,1116' Thick by 48 inch wide HardfePanel Siding instahed or, 2X4 Hem -Fir wood studs spaced at 16 ihches or, center with a 6d con- irrion galvanized nail 9. Ramtech Laboratories Report IC- 1274-94 (ASI ld E72) cocking Shear -Test, 51-16" Thick by 48 inch wide yktrdieParel Siding installed on 2X4 Hem-4 wood studs spaced at 24 inches on centerwith a 6d common gaivanized nail 10, Ramtech Lai oratories. Inc. Report 10868-9711475 (ASTM E72j'Racklng Shea, Tosl-5,16" Trick by 48 inch wide HardePane, Stg uscaiied on 2X4 Group III SG-0_36wooc shads spaced at 16 ocnes or center with a go, 0 0911 inch Ghana by 0_'25 inch head clonneler by 1.5 inch long, ring shank nail 11, Rarntech haborarones RuPo,t IC-1057- 89 (AS710 E72} Rackin, Shear Test, 5116" Thick by 48 inch wide HardoPanel Siding instated on 2K4 Ham -Fir wood studs apacod at 16 and 24 mc'ei,, on center with a Nc 8 X 'I in, long X 0,323 in head drarneter ribbed bugle need screw 12. Ramtech Laborzuorws Repo : 11284-99' 1580 IASTM E-72) Racking Shaw Test, 51'16' Thick by 48 inch wine Hardiepaine, Siding inrdaloc on 2X4 Hern-Fi, wocc slucs spaced at 16 slid 24 inches on cants with P ET &F 0110 in, Kllolied shank X 1.5 hi long X 9,25 in head diameter air, fisnener 0 G tj'y c' 7,-'1 E OF c,— I " 0 D lie, nk 11'1 RONALD 1, OGAVi,'A ASSOCIAT ES, INC. 16835 ALGONQUIN STREET 4443 HUNTINGTON BEACH, CA 92649 714-292-2602 I 14cS47-45951 FAX PROJECT: R10-2556-15 4,MES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7'i43 into @Iijayneshakdre.ccim TEST RESULTS: Table Ile, Results of Transverse Load Testing Fastener S, acmg Allowable Dlek-ri 'aFrameUltimate Thickness Width Spacing Perimeter Field 0"oLoad add, Report Numaer Test Agency in.) in-) Franle I one if;,) Supports Supports Fasiener, Tyne (PSF 10- 1270-94 Rarriech 03125 48 2X4 wood Hem -Fir 16 6 6 do common -149 497 10-1270-94 Ramtech T3—!25 48 2X4 wood Ham -Fir 1 16 4 4 go common, 721 6- 78 -, IC-1271- 94 Ramlech 03125 48 2X4 ..d Hem -Fir 24 0 6 go common 94-31 3 IC-1, 271-94 Ramlech 0,3121, 48 2X4 wood hiern-Fir 241 4 4 go common 11 4 3 47,77' ad. 0, 091 in shank X 0.225 in. 10866-97/ 1475 Raniech 0.3125 48 2X4 wood, SG 0-36 115 4 8 t2_?shank nail -90 3(, , 300 Min, No 8 X I in long X 0,323 in IC-1054- 89 Ramtrich 33, 2 1 48 Nllin. No 20 cause X 3,625 in. X 16 6 6 head diameter n1pbed bugle -169.9 566 11,375 in metal stud head screw Min No 8 X I in, ionic X 0,323 in JC- 1055- 89 Ranueoh 0-25 48 Min. No 20 songs, X 3-625 in, X 24 6 6 j head marnersi- ribbed bugle -91 .9 30.6 1,375 in metal stud head screw ET&F 0,1000 irl, knurled shank X 1 11, 49-981554d iarr Rhach 0,312548 Min. No 20 gauge X 3 625 In X 24 4 8 1,5 in long X 0.25 in, head 70 56.7 1 , 375 in metal stud diamilaw din fastener ET&F 0 10C in. knuded shank X 11 149-98/ 1554d Rambich 0'112±8 n, Min. No, 20gongsX31625X614 8 15 in long X 0,25 in, head -101 3317 1.375 in inotal stud diamelupin fastener I. Allowable load is the Ultimate Load divided by a Factor of safety of 3, 2, Hardiet'anel Siding complies with ASTM C 1186, Standam, Eixllcigcal,anhur Grade H, Type A Non-asbesros Fiber-Ccmenl Flat Shoals, Table 1 la, Shear Values Allowable Loads in Rounds Per Lineal Foot for Panel Shear Walls 1 2 Fastener Spacing fin) Frame T" nale Aliowahle Thickness Voidith Spacing e Perimeter etor Retco, ad Load' Lio—' Repah, Number TestA, gency h, m Frame TvPeirl so Tyr Fastener P- L- o'; 11'1 IC- 1273- 94 1 3Q5482X4woonitem -Fir 16 6 6 6d common 03 8 I", 13 C-1273-94 RamtechRamtech 0,3125 is 2X4 wDoo Hem -Fr 16 41 4 be Common 698,88 i 2K G C-1274-94 Rarntech 0 31,25 48 2X4 wood Hem -Fir 24 6 6 ad common i; 4 50, . 0 153,3 l,-1274-94 Ran-neell 03125 48 2X4 wood Hein -Fir 24 4 4 6d common 6r.5 212,5 4d, 0 091 in shank X 0.225 in Rainteer, 03125 487 2X4 wood, SG 2 0.36 16 4 6 5954 HD X 1.5 in ri iong rig shank nail 198,5 Min Nc 8 X I in long X 0,323 in I IC-1057-89 Rarrech 0. 2 5 48 Mtn. No 20 gauge X 3.625 in. X 1 6 & 24 6 6 head diameter ribbed burse 9900 123.8 1 375 in metal stud head screw ET&FO.100, n knuiredsha, likX! 11284 9911,580 Ran-liech 0 31, 25 48 Min. No 20 gouge X 3,625 in, X 16 4 8 1,5 to long X 01,25 in head 1,22,,0 153 4 1 375 in metal stud diameter pie fastener JET&P 0 100 in, knurled shank X 11284-991153L0 Rarrituch Cr 3125 48 Min Min Na_20gaLkaje X 3625in. X 24 4 8 1,5 in Jong X 0-25 in. head 1060,0 132,5 in metal atud diameter Join fastener 1. All boa, v edges shall he suanoned by framing, Panels shall be spored aulih the long dimension either parallel or perpendicular to slack, ratio 2. Tne rinaximum heal-it- to-1pror'm to, consrn,icbon in this Table is 2-' 5. in the steel framed assemblies one alienvatxe look: is based on the, average load zo 1.'8 inch nee defection. e, 3 RONALD 1. 0GAW.A ASSOCIATES_ INC. 16835 ALGONQUIN STREET A443 HUNTINGTON BEACH, CA 92C-49 714-292-2602 714.i 1 5 5SAX PROJECT: RIO-2556-?5 DAMES HARDIE BU11DING PRODUCTS, INC. 1-888-542.7 43 info@,farneshardie.com DESIGN WIND LOAD PROCEDURES: Filler-cenesrs od,ng transverse load capacity (wind load capacity) is determined via compliance testing to transverse toad ,nationa: test sandlards_ Via the fransrerse toad testing an allowable design load i5 ofeerrninee based or, 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, aloeratne design loads an fiber -cement siding correlate directly to required desan pressures for Aflonoble Stress design, and therefore snouts be used &0 combinaton leading equations for Aluarable Stress Design (ASD). By using the con-ibmanon loading equationc for Allowable Stress Design (ASD1, the tested allowabe design I-oads for iibermement siding are al net with the wind speed requivernents in ,ASCE 7- 10 Figure 26.5-1A, Figure 26-5-1 B, one Fiatnne 26-5-1 C. I -or this analysis, to calculate the pressures in Tabies 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2A carnbrntng norneial roads meng aftooa6fe stress design, toad combination 7. Load combination 7 uses a load factor of 0-6 applied to titer wind velocity pressure. Equation Equation 1, q,=0,0C' 56 K,'K, "K.°V2 j'-ef ASE .3 eq,,acon . .3,41 q; ueiociiy pressure at height z Kr , velocity pressure exposure noeth ient evaluated at height z K , , topographic factor KU , vond dfrectionaity factor V , basic wine speed (3-second gust MPH) as deutonined from [2012 IBC, 2014 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, E, or G Equation 2, V= V,,': tt`of r-t.N.C4 2f r4 F'ci. Stutio 76G2 1,....i. ,..rov>1 V„ r , ultimate design vend speeds (3-wooded gust MPH) determined from [2012 IBC. 2014 FBC] Figures 1609A, B, or C: ASCE 7-iQ Figures 26.5-1A, B. or C Equation 3, _ tCC.- aCnj c _ , t-a+; 30, 6-1- GC, , product of extemai pressure coefficient and gist-effeci tests, , GC,, . product of internal pressure cc r f is ent and gust -effect facts,- p . design pressure iPSF) for s ding (allowable desgn load for siting) To deter^;moraine design pressure, substbute gr Into Equation 3, Equation 4, p=0.0025o`K"K;-K,.,-V„^ -(GC,, GC,„) Allowable Stress Cresigrr. ASCE 7-:0 Section 2.4. i, load combmason 7 Equation 5, 0.6D + C.6Vi' i:ror G _ or. 2.4 1, i- ad,,o7 be nif r, D _ dead load iN , wine load Te detsrrtine the Ale wa+ale Stress Creston Pressure, apply the lead factof for W invuef7 from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p-c. = 0,6'IRJ Equation 7, , — = 0.f' 0.00256'Kr"Kr`Kr"V„dz'(GG GCS,}) Equation r' is used to pcpuiat , Table .i 4. and 5. To determine the asonahte ulfunate baser wind speed for Hardie Siding to Tabte 6. wive Equation 7 for V,,,y, Equation 8, V,j = {P,_,10 ApaScable to ruethods speeafed in Exceptions I fh, ouric 3 nfj20, 2 ;BC. 201A BC] Svoeon 1,609. +.1., to determine the allorva.ele ,noovnat design wind speed (Vas,.j Ian Hardie Siding in Tattle 6, appJy f e- convers;or idrr7ui3 Iefdw, Equation 9,U - 2 fBC r , 1., - .., -, ?F _ - - Nominal; design wind speed (3-second gust mph) et 2 - < 0C n r F. C Se,,in: n 1L ,' I, Table 2, Coefficients and Constants used in Determining V and p, y f(aFiFOGAf *tit ffrti'p 24121 c' AT D IF if7 ti111 RONALD 1. OGAWA ASSOCIATES, INC, 16635 ALGONQUIN STREET #443 HUNT INGTON BEACH. CA 92649 714-8417-4595 FAX PROJECT: RIO-2556-15 JAMBES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.corn Table 3. Allowable 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, Wind Sneed 2-second gust) 1110 105 110 115 120 130 140 150 160 70 8 190 200 210 it,) C C C c C C C C C C C CHeight 6-15 175 19.13 -21 2 23,2 25,2 2-9.6 34 4 39-1 44,9 50,7 56.8 63. 3 -70,1 -773 20 20.5 22,5 2-4-9- 26.7 31,4 36A 41.8 475 53 _7 6-0 1, 74.3 -81.9 25 19A 21A -23,5 25,6 27S 318 38,0 43.6 4S6 56-0 62,8 7Q0 -7T6 -85.5 30 20.2 223 -24.5 263 29.1 34.2 39,6 5,5 51'8 58.4 65-5 710 -80-9 -892 35 20,8 23 0 -25.2 27.6 30,0 352 40.8 46S 53,3 60.2 67.5 752 _83_3 9 '4 40 21.5 23.7 -26,0 28A M9 36,3 42r0 48.3 54,9 62,0 69,5 9 77A _78_E8 45 22.0 242 -26 C 29, 1 31.6 37,1 43, 1 49, 56,2 63.5 71,2 1-94,6 96793 -879 -96,9 50 22-5 24-8 -2T2 29.7 32.4 38.0 44,1 50,6 5T6 65.0 72 ;_t_81t 89,9 -99,2 55 229 25-2 -277 3 3. 330 38-7 44,9 51.5 58,15 6&2 74-2 1 -82.7 -91,6 _10*1.0 60 T __ 23.3 25.7 -2 21 ; 33, 30 8C 33_6 39A 4T7- 52A 7-597 T l -4 771-75 02.8 100 35 9 -39A I 4C 55 4-6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure, Category D, Wind Speed i3-serond ust) 1 105 i1c 1 115 120 130 140 150 160 170 180 191 1 200 210 Height In) D D D D D D D D D D D D D D 0-15 21,2 23.4 257 25A -M6 35,9 41,6 47.8 54 4 -61A 68.8 767 85,0 917 20 22.3 24.6 27.0 29,5 -327 373 43.7 50.1 57.0 -64A 72.2 80A 89.1 98.2 25 23.1 25.5 2C_0 30,6 -33.3 39.0 45,3 52.0 59A -66.8 74,9 83A 92A 10IL9 30 726 _4 90 31,6 _-' 1,4 ) 40A 46,9 53,8 61,3 -69 2 95 7 105,51 35 24_5 27 1 29-7 32.5 -353 41-5 481 5,2 70,9 79,5 88.6 98,2 108,3 40 25.2 27.7 80.5 313 -36.2 42,5 49.3 56.6 62.8 64A -72.7 81.5 90.9 100711 111.0 45 25.7 283 31,1 34 0 -3TO 434 503 57.6 653 -74,2 832 82.7 1027 113.3 50 215-2 28.9 31.7 34'6' -37.7 44,3 58,9 6711 -75,7 84,9 94.6 104,8 11 -115 55 26,6 29.3 321 35.2 1-338.31 450 52,2 59,9 68. 1 -76,9 86.2 96.1 7106A 7117,416T_ 79 _8 71-27 7j-5--7 60'8 63 _: _ 69.2 _7812 87.6 97,6 108A 11_2E 100 37.0 40.8 443 48 9 72_5 83.2 94,6 1108 11 Tables 3,4, and 5 are based onASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD 1. OGAW/A ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jarnPshardia,<-,om Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7.10 Chapter 2012 f8C, 2014 F8C 30 C&C Part I and Part 3)" 2011215C 2014 FSC V-11 "oly Allowable, Nominal c: Allowable, Ultimate Resign Wind, Speed, Design Wind, Speed, rf e 3- second gust mph) 3-second gus! mph) % ISTATE' OF Pp Appheabre tD motpods 'RIO specifiedto [2012 16C, D14 FB,j Cspecified,,, Fcepliorrsl QN Sectionas aeined Ly le'" thm RE gh3of [2012 113C, , N"\ FBq Section12012 BC, 2014 FBC] 2014 Figures 1609A, B, or C 16091 1 C- 11ficuents used to Table F, cal,mlr,fio.s far Wind exposure category Wind exposure category Siding K. Product Stud B,i1d,np VJidEh Fastener Fastener FrameDesign 77,-aa,- e ProductThThickness Spao' hgie'qhr' Spacing Type E7CDB C' inches)Tyr,78 inches} (', p")=_T 2X4 HardiePaneG) 5/ 16 48 6d 6 wood 16 common Hem -Fir 2X4 Hardie,PaneM 016 48 Gd 4 wood 16 common Hem -Fir 25 T 127 1 116 5 1 fiS 1 90 -31 03 0,94 1 1.12 1 1 ij -1 4 1118 30 7 124 T_ 1114 8-9 .3 0,98 116 1 016 HaidiePanel 5ile 48 6d 6 2X4 wood 24 35 40 144 23 1 141 12', 13 1112 112 95 I D9 114 87 -Z-13 1 86 _313 73 _01 0, 76 1 1 1 0, 81 - 1,4 Q 819 4 1A 0 IF 018 a Common Hem -Fir 45 130 1q F1 _0 D8 92 86 _3i'3 00, 7 87- 1,066 1245 1 0,8SI -1,4 1 0 18 50 137 118 1 0'j 1,-)6 91 85 0,8! 1.09 1,27 1,171T, 1-4 0,86 1. 4 0,18 55 135 117108105918,4 _313 0,83 t11 1,29 1 It C F 33_ go Sa 7,3 o,B, -1.13 1.31 0_15 14 T 1. 100 111 98 92 86 76 71 1 -31.3 0,99 i. 1 A3 h,60 I 1.8 0,16 0-15 182 165 150 141 128 116 -47,7 C,7 0 e5 1,03 h<60 1 C,85 -1,4 0 18 20 182 160 146 1141 124 113 :4^,77 0.7 0.9 0l3 1 F87 1-1 T-1-8 25 182 157 144 1 Al 1; 121 1 1 _1 _7 R7 0.94 11 2 C8 1-4 0-18 30 182 154 141 141 119 109 -47.7 7_47 _7 07 C79-8 L 6-1 L 5 _ I41HardiepaneM51el 48 6d 4 2X4 wood 24 35 40 78 is", 174 14 9 139 138 138 117 139 116 7_ 08 7 107 ,7 G73, I 0I 6 7 1,#' 2 2 1 I C 85 14 0,18 C, 85 common Hem -Fir 45 7- 72 47 61-33 114 l 06 7 I C '5 50 146 13 135 13 1 ' 31 105 '77 C 7 1 p" L ij I r,81 21 A h, 111, 55 74- 167 4 3412q 112 111 104 47 .7 Ts3F[ 1-11 1.29 1 60 3 17,,- 128 1!! Ift 103 -47.7 G'as 1,13 26 1."1 143 085 1, l" 01& nj, 10" 65 137 12! 114 11 D6 -4 88 -47,7 C =W1 7 h>60 1 C, a) 1 t C, 78 LE, 144 131 119 112 101 92 _00,0 88 _30,0 0,7 O. L5_ 91 7 7 7 77, 20 144 127 11C 112 98 90 -30L 0, 7 0,9 81 C,8, -1 4 4 08HmdiePaneK3 5,116 48 4c, 0,091 in. shank?: 0, 225 in, fledge HD X 'L5 8 field irl, lone ring shank nail 2X4 wood S G_ v), 36 16 25 30 35 40 45 50 55 7 - 44- T I _2 4 144 122 141 120 8 118 136 1171 1311 11 32 14 TT4 112111 j7j-, 101, 1 6 777T72TF -- qC 112 94 ROC G " i 07 92 I65 91 134 E9 10 37 - 30,0 86 - 85 0 84 _ K. n K' o VC' , 7 , 9,, 07 0,98C 7 3 1 ,, I C, 7 6 Q' 7K 1.065 111 81E _''s 1.12 1,16 171 7 1 7 - IA 0,1E, G l' 14 Q IP TT 1 4 0.15 0,85 -14 0 18 1 11 18 8 60 51 1-'_3 ED 1- 85 4 016 o55 96 90 84 14 1, 70 _301r) 9, 1.2E; 43 h>60 B 8 6 JAMES HARDIE BUILDING PRODUCTS. INC.. 1-888-542-7343 info dljarnesfnandie,corn RONALD I. r)GAWA ASSOCIATES, INC, 16F,135 ALGONQUIN STREET #443 HJ'NTINGTON BEACH, CA 92649 7114-292-2602 714-847-4595 FAX PROJECT. RIO-2556-15 2C7,213C 2014FBC 20BC2014,tidlU Abo.able, Ultimate Akowabie, Nominal Desion VVind, Speed, Design VVInd, Speed, 3-secaro' dust mpn) 3-secand gisIrnph) r,o, be to meholos Pni Alpircabler,, uIell, ods specIfied i, 12q,12 IBC, speafi,,d ,, E?oepr, n ,, 2014 Fbc] srn--Urf, through 3 of [2012 IBC, 1609.1 1 as deterInIned by 2014 FBCi Section 12012 fBC 2014 F6--jI Fiquelc 1 C19A, B, or C I C09 I I Wind exposure cateeory velinc! ex-ofsure c,'ateaan p""ne Stud Building idingWidth I.,I.ner Fastener he Product Thickness Spacing thin d inches} Type an 'o' Type inches (feet) 24,121 ro TATEOF/ Z7. 7f' i"IrRE a"111C-ffIci- te used in T.1fle ill calculations for V, I Allovfabe C 1 5 1 B I C I D Desqn Load 51 ExD Cl Exo of I K„ I K. I Gu- I GC fair, No 8 X 1 in, long X Mon. No, 25 19H i71 157 153 132 IL21 5 (", C, Of 7 a 3,e4 FqT, 112 I 0 81 14 01E T7,-, 0.323 in210gauge3019816' 154 75 153 130 i 19 56.6 7 Hfl 1 87 F8-1 T head X 3, 625 35 194 165 1,12 T,0 7H 118 7 a 56- 6 07 f 1 01 1, 1-4 1-8 Handiel'arfeld, 1/ 4 48 6 in X 16 40 190 162 47 126 16 C 076 1,04 1,22 1 1 C., .65 1 4 C18 di amete, ribbed 375rn 4587lei 148 3--14 24 7 1 77 15C 6 7KT7T- 066 1,' - 1 C m 7-E huaie head meta 50 184 1E9 1 4 1 C 7' I C, I screw, stud 55 182 157 146 141 122 113 56.6 31 83 1-29 n te, 77-4 0,18 L564 1 L 39 L 1-11112 5C 113 1 Oe5 14 100 149 132 124 915 102 96 56.6 099 126 143 1h,60 t,85 18 2-1— 0.18 0- 15 146 132 120 1 d2- 93 1-7T 77, -et G.7 0851 7 1 60 1 Call 14 0 ILI Min No 8 X 20 146- 128 117 7-- q 9- i 30.1507 0 70t4 09 Il 10 8c 14 OIL 1 lonq Min. ulo 25 146 126 115 1 1 "1 P9 30L 0 12 8 77 7 1 4 GIF 0,323, i , n gauge 3 0 146 1 ;23 113 113 95 88 tic' 6 0 11 to' 0,98 0 K, 4 C 11',, head X 3.625 35 143 121 112 110 -758--93 110 914 66 0 73, 1,01 El fll i () 8f, 14 Ole Harrhel"aneIS' jol 48 diameter 6 in. X 24 40 140 85 30,6 0,76 4 1 G4 1:22 1C'85 4 0 18 nbeea in 45 3 i - 1 118 09 x- e" 1 5 30 6 1) ?8, 1 -,'ia 5 1 245 IS 1 85 a 1 018 headmeta' S0 135 11 116 105 9 84 U 0 V 1.09 1.27 C al c itbugle stud d, T74 11C IC7 i 04 83 3c.6 C" 8? I I -, i 7 c t5 c 18 screw 50 132 1 115 106 1)2 89 82 30 6 1 8t, 1.13 31 ab 14 118 I Od 109 97 9i 85 75 70 306 0 99 1,26 43 h'60 1 C.£i5 1,8 0 18 ET&F 1-15 i 98, 1180 163 139 127 5a 7 07 o.85 1 ll. r,so) 1 0.83 1 4 Cie G'100 20 1 98 17 160 153 5 24 5E, 7 7 0 a 08 i G 8 11 0 i knurled h4in, an 25 198 171 157 153 132 5 21 56,7 0.7 0a4 2 i 0.55 1114 018 shank X 20 gauRe 2) 8 167 154 7-3 1Ao 0 7- 7 56.7 Q7 C-98 s. 1C. 1 C; 81 1 4 0 lo 1.5 in long fledge ot X 3, 625 35 194 165 1521 Y1 287 118 6.7 0 73 i'oi fr5 T7 14 d' 18 HandiePanel,' 5116 48 Y0,25 in. 87 field in. X 1e 40 W 163 1501 147 126 1 116, 56,7 G 76 1,C11 E i 4 0 11, bead 1-375 In 45 187 161 14s, 145 124 1 115 567 07657 1.Ctr5 C, .18 diameter me ,a' 9 0 4 159 147 43 231 14 56,7 C 81 1,399 1,27 7271 C 85 4 E L- stud 115 182 157 146 122 11356. 7 ce' 1.12 0 85 1-4 C IC pin fafasteners39 121 1 5C,7 C' 85 1 ',-- 1-31 I 14 1 0 t'r 100 1 149 132 124 1151012 96 567 0.914 1,26 1.43 h160 1 086 18 018 EW 9 1. 2C TS 137 46 1, 3 3 7 p 7 C 1 1 0' 1, h 60 1 G ffa 114 0 0100 in, 20 153 131, 123 104 9- Ed y 7 h 7 d q as I ", e'n 1 4 4 0 1 S 118 snored Min No 25 5:, 8- 02 r14 31'7 C-94 shank X 2 auge D g, 29 1-19 7 1 10, 929218 6 C 1. 5 in, land 41, X 3,625 g 0 147 127 117 16 99 9- 1,791 33, 7 f).73 1,01 119 C' e, 14 t1.18 HardrePanel& 516 48 X 0.25 In 8 fra I d in. 1 24 125 116 114 q7 11 90 7 0,76 1 04' 1,22 c K" 4 0 1 e head 3715 in 45 144 124 115 112 9C 8b q 7Ec lAiCl 1 '45' 81 4 1 do-atermeta! F 7 42 122 11 9' 88 3 7 C 8 110 1 09 1.27 stud 55 140 2' 3 1 Inc 94 8-3 1 1-1 1-2pin fe, a is"'i 19 120 I 1 2 87 all a c L19 i I I 1 4 11 100115anScrews shall penetrate the meta! framing at least three fiat' Threads. 2. Knurled shank pms snap penetrate the metai baming at least 1/4 inch. 3. Budding height - mean too," beforit in feet' of a building, except that eave height viai! be used for roof anq;e 0 less thap or equa: to 10' i2-12 roof slopef 4 Vul: = he ulemale design wind speed (3-second qLc, mph, as determined by 120,12 IBC 2014 F9C] Fyu-es 160,94, 11609B, or 16019C, ASCE 7-10 Figures 25 5-1A 26 IB or 26.5-1c 5, Vasd = the nominal design wind Nueed applicable to methods specified in Exceptions 1 through i of 12012 IBC, 2014 FBC] Section 16D9' 11, 6. The wino speeds In 120122 IK, 2C14 FBC, Figures, 16')9, 1609B and 1609C are ullinalie design wine speeds, vult, and snail be converted in, acunhdance with f2012 IBC, 2014 FSCj Sect on 1609,11 to norm; a, aesIgn, wine speeds, Vasc, when the provr5ions of the standards referen-ced in f2012 16--, 2014 FBC Sectior 1,6J-2 1.1 Exceptions 1 Ilf"nogn, 3 are used, 7, Linear Interpolation or'buiding, he,q1d and wind speed Is permitted. 8 Wind speed design assumptions per Analyhzcaf bletinod In ASCE 7-10 Chapter 30 C&C Par,, 1 and Part 3 K =1, K'=C 8:i GCI,=-! A h!60) GC, 8 1-60), GC,=C 18 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a spfc:: ies o'evow, stualf other than tha` which was tested, 7 PROJECT RICO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIER BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONT 'A, CA 92337 ABLE OF CONTENTS PAGE COVER PAGE I EVALUATION SUBJECT 2 EVALUATION' SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TE STEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE I B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREWAT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLMABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOV ABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE VVIND SPEED (MPH) FOR KARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCT 5 ARE IN CQfvlPI-!AN!;E WTH THE REQ)IRENIENTS OF THE ASOE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE, lmlffiml RONALD I. OGA%PIA & ASSOCAl"ES, INC. 1 6835 ALGONOUIN STREET *443 HUNFT INGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RON,k-D i 0GA1`AASSOCATES, NO. It535 A-CsDNQUIN STREE7, ",43 WA47INGTON, BEAC-,Ii CA S2649 714- 2V2-2f22, jF} 714-947-45q PRO- IECI RK,)-1578-15 EVALUATION SUBJECT HamlioPanvW Swing J& F,a4 Haraw Pmdtct Irads N*nwrt covonyd in this *vAJUAUwv Sdmg c#MparwM snan; pow, $11"v ElvIALLIATION SCOPE., Als, E I'll 20 14 Rtonra bw4e,; Code 7C12 C we 2 W2 11r.1,14twal Rew,WrOw CDOC EVALUATION PURPOSE. 7h4 M U, O.Uv- — It* ngxk tivan 6.sq,, 3,00coo Q,w ward sp"d Do mwwo by an 41"mhy P,0,&d vd,,; liau.,leo to, oIn v, ec., n't.,,y I,Amnq -&, MO a, bmFlnt REFERENCE REPORTS, I. vuneRopon 102,^243E,1;,D—'03 1A, Tmns.lost on Ka1d*pivntI TEST RESULTS: T4bW ia, R* svtts of YrantIver" Lpail Teams Fro -no Fasterw VA"ow Tee TN,,nl,-, o** v.uvyyTYq* LQc3 fitta;s^t txumbrse VAolt, l. I F rwI C ,Y, A,,na, 0, m an s I 0=43C, 3C00,10 1 A Iniallot c, I-XA woot MLa _V4, ftco, Dy a Y 6 1-1v mn , a nx Hz; 7 sp, hl--- bu; ae, head w-. LI lnt*,,vk 11, 25 48 ppp2X4 --1cpc SU4, "W' th,\ by :i S, 16 8 f Kc 6 x 1,Z5- X Q 322" HD 4 41 e 0k, SpF f- 1-1a n*Ad I Q20243GaCOC-001 A Inurl" D Z,125 4a bj 3 5, le 12 N. OX 354 a. $ PF tunu, g ll! k" bu;i. re-10 4,7py, FZX4 Y4, MCK rn 3 jv c co C, V=, X r Z 15' HD . A 16 solf f, iolgnl VIA- ,imreZ11 Z 0 3Q5 01 1 24 3- Hz, 2 wk oy f-1, Q lim— 1 e, bw* 2 AkoanlF low! m 0ow-- ad no,, 01-4re toacd,"oea by a owc-- n! W.Y ce 1 S Kard.Pa,w! SMtV , poo4 n,tV,ASTW C"I'l N sta11,14,t, -rp.,oftavo, ft., G,16,tn V A Np-agPoStna Fcb,-, P.4,' labk, 1b. Amlyoss of Alit vbl* L"dfm 08 Scmwlot 10' GC. Af b— Eroww, ava fllii 0 fic 1 3? 9.11 Ft star lnaz 1pe, Al P. 3s. 34's 3no,M4, fasts1w, lyno: rk, 9 7, d W 1 Ttv taglew kcal fIx, 01 $SV. al aa, c4zaaled al, VNe j"cA"t 0, vle iCit mwzo Ua k 4r,: ,Z, C Wowa-. it tom d to, # 6 4i trc %mom", or I c', 0 C t^tw, lumu, CO. -,v by 1-te -,,,; a wIQ F w e wl u 0, as law 4 t 6 anc 1 C s,,l t em" Ra e z a xk l, on f, of t ga wm m-o.go fro'n no A4 onon m ", tal'", V* a f4 -,,wabw spat fo,, tre scy"'t rx;g Iw 1 a! 10, 0 c #p w^Cm 6 34.4 pof J..ufl-ti— pr "1.9 tht r..O,qs or, 1,ight .Qqv sulvt Fmf*pq if. thSFx,,Jecf co,"'pnabons af< faslemors N,onl av=lw: to tkmlv o,,,'y w '?s0i er 1"t a srav:7 lc Al,004 v s"to fna,"rp doenv vt(w Irz rn 11,,7VV m4po,,*,Dflnw 01wv vv anavvnof'o ftimo'l; mvmvDom t, ha "t &^Qvo capavwti DESIGN WiND LOAD PROCEDURES: aeu—'r*1 bawl:l On a factor 14 satety of 3 ;viwz to tne 6tm-,A% tell i0ad mmm RONALC ! 0C,,VlFA,55=ATE5, INIC, 16V4 ALGONDU)N STREET "43 KiN71NGTON, BEACH CA 9264 71, 4-22-21,22, ff714-547-45V PRCIJECT, Rt',,2; 79-15 v r"wm A! hap I twaajalad at K, , - ToClor v , t?suc w"no 4peod MPH) Us z::1,2 JKC F,, say I", A El or C, A-Scy, 7,I2.= Fipros a 0, V" t,,af 1072 OC Sx&102 1 KhMolm-) V„ , OWWZ ou, - W-1 ."m Amwm aw lvl%S oemmmed km 2 lz Fagjo6 ACOSA, B v, C, »,S: E ',I0 E40*6r,l, P Q'NGC"-GC_me OW To www w 61i pv'tu.= 0! Vilemwl Pm"Lu MvmQ0,3 env, gur-Illem M=f mo"w'al, 01 " amv pVN.,H* wll'wwlt and qQw,Polev, tactm 6.srp pms%, ;,PSF) f4c ud,10 woa,'avg 0."Qn loaQ for 4,dN) Tc 0QW7"wv ceug'n pmzPv ASCE 7,,O 4 1 t- c c—bmeo, 7 Equ.ti.n 6, 60 - 0 6W &V A"CE 7-1, 4 ,, ;"d V, 0anc "a V, -m mlad TO act-w1w rta AJICI-b& l svev, D-", M bW "I W W Kle., hv m Eqow,, 4 ft p wqwr.,,-- I— cq-lon, 4 Eq=W. % 0, - 0 vw] Lqu twrt 7, p- Q 6, 10 7m IVmp,,010 Tatry 3 4 am:: S. 7c, 0"V-- Vw or —as ".& C -tw Az~ o;, hvttl, S'o:,,g m TkNe E &,E 7 nw EqmW 1, V, - w,m wc ADC&-N* W menoW4xN-,be§M &= pbwo 1 MmQh a W2w2 MC S.Mm W1 1 1 w mw—v tl+c a-x-au, --a, s;lo!*iarF.e S'a< t x Am 6 -.1 " :=mum WOA V,' a ey" z ;&C v-, W,— a: O.W V' -"c [jKmd Q"sz mpm p 0, N" 2 US-, S, C'c CQ; HIJ,N'T ING, ON BEACH, CAU649 f- 7 14-292-2fM, (--) 714.847A5D5 PROJECT Rio-2575-15 7ablo 3- CoOkiorft " Conaltarft %%*,I in D*Wnivining V and p, Uhl. d, Ane—bi. St—w rW-iun - Ca bboant ond CWMot; JCLP P-*.wma (PSF) to b. Sim W.,J 41 Vvio.. Wid Sp..d%, WInd E.p— C.Wgoly 11, Table 4, Mlo—W. S: f, Doogn - Compomot sirbi CIad6i.9 ("GI Pmf sw" (PSF) to bo FleaOw at VIld"s Wh-A Spve ds - Md Expv*vva,^-at.U*fy C. T&WO 6, Atlow&b* 51XV19 Dv*ign - Cwnponmt Ann Cl"IdN JC&C) Psoms fPSF) to bo Re4kated at Vafis s Mod Speed& - Waft IiXtMsum Catoqory 0, Ta.Wez a, 4, and 5 av bulaa ASCE 7-10 91W =&'Wmfv r t" nw 2"1" 2 1 K, X" 12 Okc iev^w`. Rs.?2G^Ra ulata §,M.W t,* W,,,4 zp"o tffloi Cet "Ald"Pa.,W 50,1111 (AlOyb"l OWKId W* A$C. 740 i"iaV~ 30 CEC Fm: 1 eaa P rq 3Jt t se2e"1 FpN S ue simi PFa:saG'i51K Fa'"i4 46 msHcc m a;ac: G..:xn. b 1B j x$ i i " * Eie P• agG k 3ii} s mom - V L i 1 INS OF v`aE. tv- u_atas.-','E es fa htz': cvw P" -Av Q. ..ar+Ua N:. G_...:.d 4 Alwwabw 4+V o & tmp4l €pr lU,* af*w w WvV (AavfyVcW MV0,ld kn ASGE 7-10 C.. W w 2X, C4C Pat' J arW Paa:.'S?` AA [ate 4v r^ta ' v.±WWc *~• e L«ratif^ Yea 6s%ait. iuij$mxaw t@Rw.'.t.Y w +.xm[nxso-+a±ee MC t jit t 4. "M 3'{ 7j &'GC. in k,d ate' zter.+mt>.taw9& j Y:t; ! 'F§ GMC+ft Cuy..". %"* vaw M G` 4•`t csi,.iF.•%:^u, h+,fi M : GC m.0 i t 4..^,.c( a.r 6 `„. t,. i N,, t.1 s'zd ` mega 1 ."R° 1 g e' ' ram%: aa A `Gfi is a i n n+ea wgw• ixr,y mmT[ " 3.5 @ dui' f X.5 weac5 ra k •. a }' mnaC 4 f2R:. boa• nrtla+V. t IC R va ear +9uc C 'gyp" Pd A OAwt+ssP F.£ -wed' . C+kS. a`R< i xn5 bm^z S #s, i ..+L ," Ct.,` .- d Mx€%1,. U„4 t # az; .+w.5.fi a v,.e. w*m pw+w +* .tee tsr a aa a%RmW r n+e %renx ct liv, f- k£; -D d, vawi ; Fk,m NOA $ a i Cd fi<2-^u5 REPORT NUMBER: 102024363COQ-OOIA 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 99EFER JAMES HARDIE BUILD;NG PRODUCTS, INC. 10901 ELIM AVENUE FONTANA, CA 2337 PRODUCT EVALUATED: HardiePanele EVALUATION PROPERTY: Tramsverse Load Testing tilt OGA 21 S T'A TE F 0 % ILI or, v L Report of HardiePanel(g) tested in accordance with AM E330-200212014, Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Or I Table of Contents I Table (XI Cmn1ents—........ ... ........................... —......... ---------'---^----2 2 Introduction ...... .....—........ —_~--_----.~—~---------'-------'3 3 Tes,Samples --................ .......... ........ ------..................... —_......... ___--3 Sample Sek*ction—'—.... ......... —..—_................... —_....... —_'_--_—...... Q 3,2, Sample And Assembly Dascripdoo—....... --- ....... —....... _........ ............. —....... '3 4 Testing And Evaluation Methods. ... ---- .............. --- ....... —...... ................ ---- ... —.3 41 Conditioning '.... ... '........ ........ _....... ._......... ...... --....... --- 3 42. Transverse Load.. .... -.... —........ ........ ----_--_---_.—..-----_._3 5 Testing And Evaluation Results. ....... -------............ ............ ........ ....... ................. 5 5,1. Results And Observations —..------'_-----------_—........ ___..5 6 Conclusion ........... _....... ......... —_-------'_----------------_—0 Appendix Transverse Load Test Data ......... —....... --................. _....... _-17Pages Revision Summary— .... --- ....... —__-----~............... —_............ —............... .1 Page Florida Product Approval HardlnePanelO Siding 0 For use inside HVHZ: o 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. 0 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. Hardie Panel VellicalSidlng JamesHardie EFFECT Vk'EL SEF T E1,4—RIER 2C,' 3 NKF—EE S f ii- SF jl;- IN' :`,L 1—! 3, ILI, )'T 0 V sil fo, tne mos: re eilt veie!oll L SMOOTH - CEDAR M ILLS SELECT SIERRA 8 STUCCO IMPORTANT FAILURE 1-0 INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JADES HARDIE WRITTEN APPLICATION INSTRUCTIONS 11AAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THKF YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS, INSTAL-1,4110N OF HZ1 0TV, PRODUCTS OUTSIDE AN KZ1 0" LOCATION VVILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIE-70NE APPLIES TO YOUR LOCATION, VISIT VAVKHARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Stabe f,at ancl keep and soven:A prioto nslal:aaiior, nstalling siding wet or saturated may result in shrjnkage a, butt ' oIoints. Carry planks n edge. Protect -,does ano corners V rillirseakage. ", ames Hai -die is riot responsible for clarnage caused y imprope siorage and handling of Me produl" t, GENERAL REQUIREMENT& 2 CUTTING INSTRUCTIONS i,it" i"Alwlg e!,ate, S ' a: mr," 11n, 'D C,,, 01,,S', Oaa; Mi Gibe", aitia. 2 USER ifie of, L owrn,- rreltnom, a Besi, re anr S-op b, Be- Wr, D.isl!eilxtciraila, say. ezt i,prreo with a pia rd,e-,iraousaw " lane, and, HWPA tiaajurr exnaclic)n c. Good. Dj,,v ciicueiT say., a Hrirdi(,&i,,je saw b p1l) Use fi), My to M, orlecurdin'' ol m,il risn", -ea a or or nn;,rmal,c'y 2 PrIsitior L_!fing s,atii) n i, -v'1.'r1!i1a!ii., area, N---VER Lis--, a pcwve sav, r,avo,,-s Oise acii(jla- sovbade tlia7 -,3; 7r me raid it a-,, sweep - Lisr, lmpoila,-it ocei, FLU, -,-,iv<r1iC-., I- Lfie,la:- 'jo"vest Tosnira.,Ie Hwcic pecommo-lis aiwaus jsff),: c,,;org, mcnrus wriere -tam Vic. N OSH-apprcwod rpsi,),:Xo,a cz be Used, it co,-rLincho-i md ; la"XIVI, cir:r -o I)Wfices to tirli-rel re'luce d ol expasl«._ kddilsiral e )0SJe availab;e a! VWW'k1rPio!1rrd!,! f,.ofn tr) hep \,,m derem 11-is t)e; most U'olnr, on' -flied f"I'T wor job requements If a) Icerri slili ex1reaix),it oxtw"'Iro Gael; 0i vion 1, ,N conply Will, Me "nove shouic, aham., isul rijwle,- riojolno! hypenis! cy cvlW,! ja,ries Ha,dic for %jrtlluo, nlorr narv!;, oiV C These InSITUCtisinS to be ased foi iesloeqtla- single binnily r-islillatons oinly, F-w Gommerca! / Mitti-Fannily insfail;abaf rea ' uiremenis go to ve r b, si Hir-liePare! itica' ading can be installed eve o ,I ioe, ,e4 0 0 i tee! strids spaced a maximum of 24ac. See aene,na! fastegring reqJiTimrits. lrreo,jlsirities in Iraming and sher' hing can, rnjn-or t1ruough 1rle firrisre, aopication-Jim(.s Hardie Fecomimler-rds installing Hard51 , iePzv el or a can 4is,), nrel frainscreenkfurong) asa rem, )racfice, Ir"ormation on insfatinc Jar res Harlje products oer loam -a,-i be located in JH Tech Bulletin 19 a, wvno,,. anie' arms. ,-om ive bar, approprial, v Installed ierh 6 vmler-resis,, ve ba,,f er s required r accou&rrceolthocalIbLbidinqcouerec"o-e; enis. The %,vater-,,es'st, ni.)ol be 'ek penetration and function flashing in accordance voth local birilding, code real u " ren-) so ts. james Ha7dip will assume no responsiniNly to,, o;atar niNtration, ia"lles Hardie does rrajjjao!Ure HarcieWiats"'Vileal'Ier Barrel,, a non -woven no!--,- per4otateCjj ousewrapi, w! c rch comphes wrfln bull din, ode iequieirients. I I - I F Alhen, ins a!ling Jaines Hardie prodii:s a;! dea'ance de'a' ls in f cs I must be, fDllooled, Acjant finishe 11 1 le Mrs a prace mUs" slope av aii -roan tne bufdm q in aCCOFOEnCe 'IVI n bJildinqcodes - tvpicalh,a minimur i of 6` in 1! t l Do nol, astak jarnes Hardie products, such toal *,ney may roruain In contact to standing %alc,, HarciePanel vertical sienna clay be installed or vertical wall applications only. DO NOT USE rlaird!ePanei'vehCail scrig in Fasco or Irim aDD!jcaeons sx- i'a apphcatro,l. Fire not sj lanle fo, 010,plus, Refer to Colx!Pris seciion ' qaoe 3, X-1 NOT°;sestain, oiralioLd has e Daint, or porvde, coaling on Jan -,es Ha!(Je2, PmJuc's For aFqe1 projects, ricludin comrneranal a -id n kilt, -f amily ,,) -is. vefere 4he span of the teal: s si,-nificanl, in lerath, toe desi;-er arid,;,-),, aranilect shoula take mglechnical Bulletin t I 'A ca be ion into c6risideaficin the coefficient of thermal ex ansionandirennove, ent or theproductintl,ir design, Thek vaities nd in the 48 "Pxra,,isior,','hziiacttefistics' al INSTALLATION: Joint Treatment Fastener Requirernents Vertical Joints - Insiall panels in inoderale, contact (fic Position fasteners 3/8" firorn pane! edges arid no cjose= than I g, 1), 21teroatively join's rnay also be covered vvit battens, PVC or metal jointem a, 2" siyav from corners, Dn 1not na:; !,ft cc,, hero ca ;red (No lapolicabetoCosrPes' Finlsh) kfig, Z, HardiePanel Vertical Siding Installation Ho, zoto Jo,ri,s - Provide Z-fias'ina alallhonz-11a' :trots ;Hq-, O), Frar irraralas!rov d , si be oed a hcr-cnta and verllcal edr ) I gesfornahnq. HardiePanel verticalsidingmiis' be joined on stud. Figure 2 Figure 3 caterer -resistive barrier _ Double stud m2v be eju',red to rjiantain minirnum edge 2 X 4 stun 4, 01 nailing d zta n o2 X ,1UCr es. oale Figure 1 q l, q1-1p I wate, resis,e -0k ca'A bame, Batten Joint " 11" Joint tea 1, vt:col s,cong rater-, c-mV,rp ba,,e! I ji ke f 2 N 4 stun m, fro edcres pr patFigure 4 lea—, appropr&e c al_ d Datner tt Caulk Joint Keep fZ> Ieriei`S 2' qcco, drrne voir, away tmrl cal ne"s orr-; Isu e, 1- Hw6:- al r) WARNING: AVOID BREATHING SILICA DUST m r pi- nie !E1',! 1!,( Sraz o" ulri, AK alk, il';,`S-, 1.` C, qvdF'-' i, iv,-,, r ovmc% V f - 1, - a"n,ove", 0,5' MaS, 0, 1" e M- ano, -z' q omme-,' p S 1, "I"ic rvrz,,, 4 ,j r'XiLill, v'j s&(-: ao,a'E a L1- V,a,lrns 0, f,,t7)0,ft mm, i-", "I"I ia Sale, at J--C1, 1 '23t_" gum lnsadi sidino an invoclucts in fd1a I n 1, a i n a rn! ill i m Minlain a rninin-11,um I" , 2" c1earar ze, At th e i i i riclu i e ofInn nxlf a no vellikel i i fvlain',ain a. cl)n; nll"'r cc wi-di lo"al b'Adi,ic code 2" clearance, belxeen ar., jol'jes HOdte hroax"s nelsae- flasf-iing and countaflas' no I clexance netvveen P'-ro Occkil"c maieriaL s",rad, be r"IsIalled Pe! '!-ie mofing the dono-n o' jam es i eq, jireiments for cleaZri ve James lHard;e` l I ma-lula-,luref's '131rSlie ns P`NiDe H rhfie prlA J cts c- r: , " ] l ne otwec"leo"ne ana atri-i piodicts and Paths, Figure 7 minimui—i = 1'- 2' clea,an,-,e beevedin hari,,o-11,a flasning, Ine ad"accent f rmshed grade, steps and drr,evvays. the roofing and the borr1oni edge of the I t Do no! catilk sap. D i nFigure 5 N foundation rr" a ni-fir num it gap X jj,. tv.,e.en end ca,Ps andsili,na &,,rim. Figure 9 sidq title. r and end cae Figure 6 1 1'-- 2 mi n i" wate° deck m ial mlr 31st is Im's 0 DO r' 1 V& 4 a I ,, — 96TiCrXSVvIrn har-liec' neXt s diis, ha-rzonita' joints shotild ben! ea'ed uesveen filx)rs (fit i, Figure 10 Trim d HaidwPanel' it i BLOCKED PENETBATIONS Pene1mfl,ons sxri as hose l,-i; 1_-,s and holps 1 1'2' or 'arger suct'I as d!i,,ei vens snoudd have a bincr, of mm arou:-, ponit tipenetratbn. GENERAL FASTENING REQUIREME14TS ant e n'illst be Co.r, ros,on resistant, gals an zed, o! stainless stee'. tit; -.io-galvariized are accentabie- ",_-r rnay exnib", e;-nature co,rosion. james Harde recominends 'lie use of q"a1j',y, Li -dippe", gatvanized naiis, James Hard) e!-- not resporisible fo,-,be corn osio,,,rest islancle of rsle7 S M I I 'It ,urines I a narsinlass s- teel lasteners are reconirnendeolrthel instamna ja ies i-landie proft-'s near he grge hocies of otav, or in tier hjnnid crnnates. 0,T ou!-( appinosiole, p; oduct, eva;uafion or hating in cone,-,', fasicner type one place!-rient ,o achieve specifi desloin winc, loac.ls. i N31,7E: RJni shed vvmcd inside may qcIt dc -applicable is , Iiairepsalie,e [ ocal Bu'ldintj Cod6s' , Naive Qp- Co:1suq, jainnes Hardie jer'h! `ervjces :4 0C are -insure of applicaNe complia-ice dr,cwnentatjon, D, ivt fasiene,s pejendiculaIt) siG`H carn{€lc Faslene, needs t,'iould ! 1i. s iuq a aiirst sidili,-, ,m) ar sloace,,, ,,fig, A! X -,or ovol r ir,'-, rlaineads o, d, ive nads a a--, ancle. li naJ is -,oun" e,, stir i fll nait here and add a iall. (fia, B) Pll j, s "W'K cll"`Y OIIM2a'Abe li:', fllus. r' in 'ne cia:-;k vr,V', hiecnme fioi steel 1:'3;--'ma 1,enove a-i,: repiace N"'T E%, Vr'n.never a stmcojral nie-"'her is present,. ` ard eplf 1K shouici be fasteneu, vVilh ever I nl-vvoo_ sr nel d "I o n, Ir b t a c i c e a a 1 n i e mc e, 3 hi - F, " 11 , Do notusealuminumfasteners, staples, or clipped head nails. Snug Rush t -k a"" 2', le ' Fi Q Ur e A 3 1 do no, under drive rails 00 NOT STAPLE Figure 8 Tmin0e r r,) lo a r i page - 1. KICK UT FLASHING B,icause ofthe vol urne of sister that car,, Poor down a slopedrz, 04; one of 4 e MOScriti,at I, -ing ciptad occurs \(.,,he,e a . fleshing 00' intersecle a sidevval', I!ie roof mLst be fias.1hed with steplashing, ' kirl"nere the rooll termin altes, instal" a kick0Lr to deflect v,tate r away from the siding, It is best to install a self-achering nnem!borne on the bval l hefoe the suldfas-ia and trim hoads ale nafled in place, and then ccri-re back T-stail the lackout. Figure 11, Kirkout Flashing To pievant vviler from d, imping bennd t'h6e asiding and tie end of the roof I inter-, ection. nsia l a "KiNOUt" aS ea0red, by R' code R9.052,83 : '...flashing sl4l be a nlin. it 4" hic. 0-, and 4" raride," James Hardie recommends the k!ckoui be angled betvveen 1 do' - 1, W, to r'`ith iii:Ze ""tater oeflection PNEUMATIC FASTENING James tdi'avfie :)r"Ijcls cwi; be hand rialled or taste red wilta P enj 0 pnejrr anc tox)l. r neumatic fas-,eningra, hqh!v reo men ed, SL", at vessure so Via( the f_s'vnerisCrve'y-,uc vVith, 'Ife sij,41aue o' 'he sdingA f1jish rnoL:! cl,Iachflrnem o-, the hle pneflmm .matte total is reconIe—Ided T I , svl:1 help central the lecflr' trie r-, ±il is cl-we14 seat' t}lit naP depl": rxove, dt'f,cult, chorse 'a ss"-Jrr" 111'Ia't 'mrde- o-ltles me nai! t,.'Five ,ride,, d,-we!-i nails snm ejit,-i a sninif.it r) aced ria-nmer - Does not apply ?or to s,,,z HS123E - P2/3 8:,3 CAULKING Rrriest iemultsuse on iaummmAnJxm8eatan complying AGTMC,20GmaeNS.Class 25orhigmormaLato joint Sua or,,lromp|vingwith AGTMC834, Cau|Nng ea|an',mua beapp||oU\nammrrianno,v/lt, Vie 11aorjrer's vaiIe |ne,ucfrmm.Note: 08|Quad oswell nosome ntip omlkin manufacturers dunot allow tooling. CUT EDGE TREATMENT PAINTING Caulk, pim.1mpUmoa,|fiolecutedges DONOT use slain, n0ai<vdibao pant.mpovvU rcmgngnnJamexMardin P-Octjc, Janies Ha,,depmUuct, JamesM|n ouck'opN msmqu}md mu bmpamk|n180g ah pAmeUpm0u ano90U unm1m OO eoy||n pmm am uch'opCu|orP|ospmduu recommongud,Dnn point when w,For app|ic ionmtmro[or pointmanu a ummsnnd8c iuno. Back m||inQiarecumn`ongmd|f es|oing| uup;eU, COLOAPLUS",TEGHNOLOGYCAULKING, TOUCH-UP &LAMINATE Care ohouldboWkni' q n handling arid CUttinyJanmuMardieC,Color PiusrF%)products. Duhnginuta||ebunuse omet soft cloth msoft bmmhto genUywiPeoMonymaidueorconstructiondust|ebon1hepmduct.4hanhnoawhthogudonhooe. Touohupnickn.ucmpoomndnu}|hoadausingthnCo|urP|ucmTecAnolngylouch'upopp||natocTbuoh' upshou|dheuuedxparing|y f|arceareas raquire touch'up.replace 'lie damaged area wUhnewHanJiaPonn| msid|nOwith Oo|od`|uaTechnology, Lumina1esheet most boremoved immediately at' rinstallation deach course. wTenninatenon-factorycur,edgeo|ntntrimw0erepoua| U|e.andoau|k.Oo|ormatckeUomu|koureavai|ab|a1mmyourCo|orP|us"' pmduct,Uaa|nc TraotaUother non'faororycutmdganuo|ngeCo|o/P|uoTechnology edge casters, avai|ab|ofrom ynurCo|orP|unpmduct dealer, Note: James Hardie does not warrant the usage ofThird paAyt0uch'upmpoints used oatouch-up onJmmeoHardie ColorP|uopmductS. PmblemowiLhappearance orpeAbnnancmahsingfrom uaoof thiro party touch -up painisurpaintSUsed mo,)uc'up thia,are nDtJanneoMa,die 0ouch'up.will no, becuv'redundetr'the JamooHard| e CoioMRuoLimited Finish Vvl&rsmTy Thutol|mrinOouU(nnsthmrecommondoUappU allonmkorColm9NamndPhmedpone&. Not al; designs wNbeouUabe'o! every application: Expuadfasteners or bml-,kenais Ine recummendodmppication to,,OdmPkmpanel products Do. mn"use kmch'uDover faotenehea t smoolhOo|m9uopmdun+S phmedpanel ecommended For CobdP)uapano|a-, e|ioahonsthat requi,e 4astanaruinthe fie|d.d|oauosprab|e iouse touoU-up merlastanomtor Cudarmi|| andStucco bane| on|&bu\correct tounh-upapplication ioimponant,8umemiorsmayxkmwflouoh'uA"ohenapplied ever [astenars. Trimisiecommendedtommer joints vvhen appropriate. PAINTING JAMES HARDIE"' SIDING AND TRIM PRODUCTS WITH COLORPLUSO, TECHNOLOGY When repair'ingCo|mP|uaproducts, JanneoHardie muummeodbthe follownO,egmbingoudau p;reparaUunarid, lopcatapplication: noue the oudaceiou|mmn.dry, mnd!reoofanydust, did.nrmi|dew Rephm|ng|enorme|| yno, necexnary 100% act y|ictopcoats are recommended K °DONO! Use stainoiKa|kyd, b2sepaint, orpowdercoa'umgnnJumeoHnrdie Products A|yUniahcou\inacoorUancnw|thpain manufac urmrowh mn|nobucUonor gardingcnv rogn ap iio ionme1hoda.anUa9|ic|on temperature mu q n x/ C omoJ- riesHardie a m m m " i ta|n|n m on rwawamm n mn o n/um mmemum,m ana/ao.anU rn|nQuamovu| b'|o JamesHard~e emonomm mw m*rmm m/mu www ma ouUacom MAW JNITAMT-DADE COUNITY PRODUCTCONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Jarries Hardie Building Product, :£11c. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the rise of coastruction materials. The documentation submitted has been i-eviewed 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -bade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miarni 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 file expense of such testing and the AHJ may immediately revoke, modify, or suspend the rise of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material tails to meet the requirements of the applicable building code. This product is approved as described herein, and leas been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: " Hardie", "Cerra" and "Prevail" Flanks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No, PNL, PLK & SOFF, titled "BardiePanel, CemPaDel, Prevail Panel, ITardiell1ank, CemPlank Prevail Lap Siding; I lardieSciffit., CernSoffit Panel; Installation Details Wood/ Metal Surd Construction", sheet, I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E,, bearing the Miarni-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. M. issn..x IMPACT RATING: Large and Small Missile Impact Resistant LA- BELING- A permanent label with the manufacturer's naive or logo, Plant City, Florida, and tile following statements: "ASTM C I 186Type A compliant" and "Miami -Dade County product Control Approved" is to be located on each siding plank, or panel and per FBC 1.710,9,2 and 1710.93 on soffit panels. RENEWAL of this NOA shall be considered aftera renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, Z, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charige 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 an), other pUrPOSeS Shall automatically terminate this NOA. Failure to coniply Nvith any section of this NOA shall be cruise for termination and removal ot'NOA. ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If ally portion of the NOA is displayed, then it shall be done in its entirety, INSPECTION: A copy of this entire NOA shall be provided,to the user by the nianufacturer or its distributors and shall be available for inspection at tbejob site at the i-emiest of the Building OfficiaL I1 I This NOA revises NOA H 13-0311.07 and consists of this page I and evidence page, E-1, as well as apprava? document mentioned above. File submitted documentation was reviewed by Carlos M. Utrera, P.E NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 James Hardie BuildiLng Products Irac. NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under]VOA # 13-0311.07" L Drawing No. 11NL, PLK & SOFF, titled "HardlePanel, Cem-Panel, Prevail Panel; I-lardiePlank, CemPlank- Prevail Lap Siding; HardieSofflit, CernSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets I tlirough 12 of'12, dated 04/24/ 1) 013, prepared by the manu fact aver, si-ncd and sealed by Ronald I. Opawa, B, TESTS "Submilted under NOA # 13-0311.07" I. Test reports on 1) Uniform Static Air Pressure Tem., Loading per FBC'FAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up dra-wings and installation diagram of HardiePlank, HardieSoffit and I-lardiePancl, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/201.2, with revision I dated 04/25/2013, signed and scaled by Rick Curkeet, P.E. 91 E w Submitted un(ler A10A # 02-0729.02" Laboratou 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 RE. 2-D4, ATI 164-3 PA 202 & 203 03/18/96 A. N. Reeves P.F. CALCULATIONS 1, None. QUAIATY ASSURANCE 1. Mianal-Dade, Department of Regulatory and Econon-ne Resources (RER) MATERIAL CERTIFICATIONS 1. None. F. STATEMEN'J'S 1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald I. 0gawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. C.-irlos M. Utrera, P.E Product Control Examiner NOA No, 15-0 122,04 Expiration Date:Alay 1, 2017 Approvil Date: April 9, 2015 WALL JriALt LENGTF Stud Spacing at 16'0.C. B-4— tip GA rj of ;x 17 ij Ss QEf81L_8 A B l Nails at 16"O,C. (tYP,) 3/3" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cernpanel, Prevail Panel Siding Nater-resistive barrier per Florida Building Code Sedon 14042 5/81, thick 15 ply APA rated plywood sheathing fastened in ac,=rdan,ca- virth Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs he wall and soffit frames are to be ciiqned by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A T18" Frick 15 ply APA rated pjyv She in accodance with Florida Building Code Section 2- 3223 barter per Florida Building Code S,- rPion 1404.2 X X 4' S-P-F wood Studs fiardiePanel, cempanej Prevail Panel Siding PRODUCT DESCRPTION iTardie- PanelO, CemPaneM, & PrevaiM Panel Siding materials are nonashestos fiber -cement Products tested in accordance with ASTM C1 186 Grade it, Type A and meeting the requirements of the Florida Building Code, j9KLJQW_ ENiI0NS Width Length Thickness 4! 8,9,10, 5/16" DESIGN PRE Installation Design Pressure Wood Studs -75 psf impact Resistant - planks installed over 5/8" thick 15 Ply APA rated plywood sheathing ingRDIEPNF 1 ., CEMPANELJIBEY,aJL PAREL SIDING jNSTALLA=N DETAILS All dnstallaton shall be done in conformance with this Notice of Acceptance, the manufacturer's installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardieParrel, Cempanel, Prevail Panel Siding will be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this KOA Note1] 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in acco- dance with Florida Building Code Section 2322,3. The siding panels shall be installed over 5/8' thick 15 ply APA rimed plan sheathing supportec by a minimum of 2"X4' S-P-F wood studs spaced a maximum of 16'0.C. jNcite21Thesidingparcelfastener -shall be a 2' long, 0.223" head diameter, 0,092" shan], diameter, corrosion resistant siding nail; th,-_ fasteners shall be spaced at 6" O,C. at panel edges andintermediatestuds; the fasteners shall be driven throuch the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof30'and a minimurn clearance of 2" from comers. Phone: 909-3bb- L Fax 909-427-0634 Creator- E, Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc- 10901 Elm Avenue Fontana, CA 92313T FSCM NO eta 112'= 11-01 6 No Rev PNL- PLK-SOFF I I Date: 4,12412013 jSHFET I OF 12 Fastener Spacing per Florida Building Code Se--don 2322.3--'71 Framing SheathingFastenerSpacingperFlorida Uwvw* vn* %bit finift Building Code Section 2322.3 k=qMMw No DIM GA MODUCT REvL1kXo 7L co"waying vigh ibc nowidim NO, ST T 0 1C, 0 N A NOMINAL 2" X 4" S-P-F WOOD STUDS 16" Oa--. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3-1/2' 16d COM%ION NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCEWITH THE FLORIDA BUILDING CODE S. HIEATH.I.NG- NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD HARDIEPANEL, CENIPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23223 CJ- Aj:9WNG James Hardie Building Products, Inc, TINE PANEL IS FASTENED VAfff-! 2' LONG, 0.223" HEAD 10901 Elm Avenue r , LA,METER, 0.0-22" SHANK DIAMETER CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS 3 Phone: 909-356--6 00 stZe Fax 909-427-0634 n PILL-PLK-SOFF Creator; E. Gonzales SCALE 11, 11-01 1 Cate,.4124/20113 SHEET 2 OF 32 i IF.LL LENGTH Stud Spaoing at 'Eo' O'C' F'FoiREVISED[> 9: Cod- e; 7 HEIGHT( : 1 9V B NISED 4 The Fkrida am OG) No. STATE P eacucj-[E(Rf eTLQL SEE HaidleFlanerzD, CernpanelS, & Prevail',D DETAIL panel Sidling materials are nonasbestcs 5/ 5" thicl< 15 ply APA rated fiber-cemerr, products tested in accordance with ASTM C1 136 Grade 11, plyvjood shea thing fastened Tye A and meeting the requirements of tometalstudsasdescribedheFloridaBuildingCode. i n Note I PANEL DIKEl?i aLQN;5i Water - resistive Width Length Thickness bar , er per Florida 4' 8,9,101 5/161, Building Code V Section 1404-2 DEsIG-N-P _RESSURE RATING Installation Design Pressure 20ga, 3 -5/8" X 1-5 Metal Studs 04 ps', Metal C-stud i O/ONMI l.4ard Ifimpact Resistant- iepanal, Panel installed over 5/8' thick 15 ply APA rated plywood sheathing Prevail Panel I ' gaits at 6" OC. (tyP,) Siding Edge Dstance9All 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. A Metal studs where Hardlel=2nel, Cernpanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of tNs described in Note 'I KO.A. studs at S"oc- Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal at panel edges and all intermediate supports using a No. 8-18, 0,315" head diameter x 1-1 /4' 10 T-ig Panel fastener, as desarrbed in bugle head screw Note 2 The siding panels shall be installed over 5/8" Chid. / 5 01'Y APA rated pl,/',,Vood sheathing supported by a minimum 209a, Nominal 3-518" X 1-5,181, Metal C sltuds spaced a maximum of 16" O'C„ diameter X 1-5/8" Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head d HardiePanelS Sidina long' ribbed bugle head screw (*or screw shall have at least 3 full t1ireads penetratingmetal framing): the fasteners shall be spaced at 6'O.C. at panel edges and intermediate studs, the fasteners shall be driven through the 5/8" thick l 5 ply APA rated plywood sheathing into metal Viater-resistive barrier per studs located at 16" 0,C. Florida Building Code Section Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from 1404.2 comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION S" thick 15 ply APA rated plywood sheathing fastened James Hardie Building Product, Inc. to metal studs as described 10901 Piro Avenue in Note 1, Fontana, CA 923317 20ga, 3- 51/8" X 1-5118" Metal C-stud Phone: 909-356-630G Fscv, Sao DiNG T43 i REV The wail and soffit frames are to be designed A PNL-PLK-SOFF by the Architect or Engineer of Record in Fax 909- 427-0634 omplianc -e vAth the Florida Building Code. Creator'. E. Gonzales SCALE 112"= 1'4" Date: 412412013:SIHEETT 3 OF 12 c A PRODUC-1 REVISED yins -ith the A=Cpt== NO 13Y product CcmtrcA u'-MINQNOMINAL. 20 GAUGE 3-5/8" X 1-5j'8" STEEL STUDS 16" 0'0. FASTENED WITH 518"WAFER HEAD S(,RE,NS (2 PER TOP ANID BOTTOM (--0NNECT10N) -ro BE DESIGNEDTHEWALLANDsoFMESAREIPITFRA- CIE SIGNED THE ARCHITECT CR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE qHEATHNG NOMINAL5/8" THICK / 5 FLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" 00 AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A Ni0. 8-18, o.3`, 5" HEAD DIAMETEPR X 41-1/4'LONG BUGLE HEAD SCRE14 p jq[NG THEPANELIS FASTENED MTH NO. 8- 08, 0.315` HEAD DIAMETER X 1-5/8 ° LONG CORROSION RESISTANT RIBBERED BUGLE HEAD Sr_REVVS (SCREW SHALL HLAVE AT LEAST FULL THREADS PENETRATING THE ME7AL FRAMING), PLACE SGREDJIS 6" O,C, AT PANEL E DG2S AND!NTERMEEDIATE STUDS Framing sheathing i3G Z o 121 STATE OF FOR jJETAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS)ARE HARDIEPANEL, CEMPANE' Ll pREEVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTiON James Hardie Building Products, Inc. 10901 Elm Avenue Z: i; Fontana, CA 92337 raftd! MMU= Fsfk" "40 CW3 NO PNL-PLK- SOFF Fax 909427- Oo-34 A Cremator EGonzales Date: 4/24/2013 SH-FT 4 OF 12 REV LE D-=TAL A HardiePlank(D, Gerriplan 6, Stud Spacing at 161, U.C. LL PrevailO Plank L-2p Siding materials r- nonasbestos fiber-cemer t5/81 thick 5 ply APA M ----- ------ products tested in accordance vAth STM cl 186 Grade 11, Type A andratedplywood A sheathing in meeting the requirements of the 0 accordance with Florida Building Code, 4-(' —' -no, ida Building Code Section 2322.3 =;Payws i6 4* F3.. NEL Vvate'-r -istive vvidth Length ThicknessWiU- r Florida 12' 7; perHEk;HT! Building Cod-2 Y tion 14042 QESI mimrr Design Pressuretion2" X 41 S-P-F Installa Wood StudsWood Studs -92 psf Lap Siding Impact Resistant - N Planks installed over 5 8" thick5 DIV SEC-1-10\ 3/4" Minimum I Edge Diatanco Nails at 16" 0,C. (ty 1-1/4"tall x 5/16" APA rated plywood sheathing thick starter Strip Z118-UL A Sheathing fastener-, as, described in Note- i r7zz Siding fastener, as m amvidyixg wrh the Fbmx% MM described in Note 2 HardiePlank, ACeMpi2nk, Prevail Lap Siding Water - resistive barrier Der Florida Building Cede rzectjcrj 1404.2 A p! y APA rated plywcod sheathing fastened Florida ina=rdai ice vifth, Building Code Section 23223 2" X 4" S-P-F Wood Studs The % mail and soffit frames are to be designed by the Architect or Engineer of Record in r, nror.,I T th .11.1ce,o/It the Florida Building Code, H , QIEPl-ANK—qEMPLAN-K E: YAll --LAAll installation shah be done in conformance with this Notice of Acceptance, the llanLla installation recommendations, and the applicable sections of the Florida Building Code. Wood studswhereHardiePlank, Cemplank, Prevail Lap Siding Will be installed shall be designed by an EngineerorArchitect, pertheFloridaBuildingcodeandtherequirementsofthisN,OA mote 1] 518'thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. the bottom course of thewall with 1-114 wide Planks shall beappliedhorizontallycommencingfromaofe@cjjplankis53-1,14" verboally. laps at thetopoftheplanksuchthattheexposureareNote21Thesidingfastenershallbea2-1/2' long, 0.223" head diameter, M92!'shank diameter, corrosion -resistant sidingnail; The siding is fastened - 8-114" U.C. vertically and 16" O.C. horizontally; fasteners are drivenintowoodstudstjvough518" thick 15 ply APA rated plywood sheathing, fasteners are placed intheoverlappingareaapproximately3/4' from the bottom edge of the Overlapping Plani;. Vert jcaj joints shall be placed over studs, The planks shallbeinstalledover518,, thick / 5 ply APA rated piywood sheathing supported by a minimum of 2"X4" S-P-F %vood studs spaced a imaximurn of 16" O.C. Fasteners shall have a minimum edge distance of 3/87, HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION I)ETAILS WOOD STUD CONSTRUCTION James Hardie Building prod-uclts, Inc- 10901 Elm Avenue Fontana, CA 92337 0 Phone: 909- 3; co ZE FSCM, NO 9"9 S z Fan 909-427- C634 A I, _O, les _ 2 CreatorE. GonzalesSCA-2 DP'sv PNL- PLK-SOFT 1 1 Oate:4/24fZ013 ISHCET 5 OF 12 Fastener Spacing per Florida 16 in. 00BufldhgCode :creation 2322.3 7-1, ------------ Fastener Spacing per Florida B Adinq Code Section 2322.3 PRODLICT REVISM 7 k Pn>&ct Cb5cml 8.25In. ERAMINS NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED VATH 3-1/2" 16d COMMON KAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLJANCE WITH TIME FLORIDA BUILDING CODE NOMINAL 5!8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322,3 qLADDING PLANKS OVER ',- 114' THE EXPOSURE IS-1/4" THE PLANKS ARE FACE NAILED WITH 2-11/2" LONG, 0.223" HEAD DIAMETER, 0,092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION HE= Framing Sheathing I" ax%iyinq' WA *0 Fla" N, comma Na', 21 STATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AN LOAD AP E NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAit LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION none: 909-356--6300 SIZE M NCM4 Fay 909-427-0634 A Creator-, E. Gonzales _SCAL5 James Hardie Building Products, Inc, 10901 r-Im Avenue Fontana, CA 92337 bid NO REVNO PNL- PLK-SOFF Date: 4124/2013 iSHE6 OF2 SEE PROD FTiONVVIALLLENGTH, Stud spacing I at 16" 0,c- ILei TAILA HardiePlankS, CemplankS, and 1hick/5pIyAPA Prevail(D Plank Lap Siding materials are nonasbestos fiber -cement rated piywooc sheatproducts tested in accordance with rr_, , , rtnq I ASTM C1 185 Grade 11, Type A and to metal suds as described in Note 1 meeting the requirements of the Florida Building Code, ao cmn wi* 6v 'Plater -resistive DWI&" barrier Per Florida PLANK DIMENSIONS WALL — ----- Bulding Code Yridth Length Thickness HEIGH7Section 14042 5 9-1/2' 125/161, Y 20ga, 3- 5/$- X 1 -5/8- DESIGN PRESSURE RATING iIF Nletaf C- stud T stallation Design Pressure Metal Studs - 92 psf is 1,1 --- -------------- ------------ ; ernplank, Prevail B 4_ 1 Lap 5ding Impact Resistant - 3/4' hilinimum Edge Distance Nails at 16" 0, C, (typ') ON B-13 1-1 /4' tall X 5Planks installed over 5Z' thick /5 ply rrmar/16' ARA rated plywood sheathing thick 5?2IstripCilEpNK_qIiMFt& HAP LA _Itl< e_RpyAjLjrAP_q1qINQ N_ LLkTION-.QE7Aj4S All installation shall be done in conformancewith this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida ewiding Code. described in Note I - Me tal studs where HardiePlank, Cerriplank, Prevail Lap Siding will be installed shall be designed by an PR0tXCF RrNl-&ED Engineer or Architect per the Florida Building Code and the requirements of this MO.A AC rlo a [ Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel V Siding fastener, as edges and all intermediate supports using a No.8-18, 031 S' head cilameterx 1-1/4' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4'wide laps at described in Note2thetopoftheplanksuchthattheexposureareaofeachplankis: 8 1114" vertically. c. 8- 8, O.345' head diameter X 2-1/4' long$ bugle head by [Note 2] The siding fastener shall be a minimum N wwmi Fscrew over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlank, fastened 58-1/ 4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" 4 + I 34' Cemplank, thick!5 plyAPAratedplywoodsheathing, fasteners are placed n L11e ovedappnq area appi— ma Prevail Lap Siding frorni the bottom edge of the overlapping plank. jf a Vertical joints shall be placed over studs. Water -resistive . The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ge, Nominal 3-5/ 8" X 1-5/81, Metal C-studs spaced a ma>dmum of 19'0.0. Fasteners; snail have a minimum edge distance of 3/8", Building Code Section 1404. 2 5/ 8" thick 15 ply AAA rated plywood sheathing fastened to metal st1jds as des: " ibed in Note 1 20ga, 3-- 5/3" X 1-5/8" Metal Crstud Phone: 909 356-630C The wall and soffit frames are to, be designed Fax 909-42-7-06a4 by the Architect or Engineer of Record in Creator. E. Gonzales compliance vAth the FloridaBuildingCode, SCALE HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, lnc. 10901 Elm Avenue Fontana, CA 92337 NO owo.No PNL- PLK-$QFF 1/ 2" = 1'-0" I Date: 4124f2013 I SHEET REV I F- 0-75n as c4mplyb* wizh the Florida FRAMING, NOMINAL 20 GAUGE'-z-5/8" X 1-5/8" STEEL STUDS 16' C,C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREVJS (2 PER TOP AND 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 SHEATHING NOMINAL 5/8" THICK / 5 PLY APARA, 7ED PLYWOOD SHEATHING TO METAL STUDS AT 6„OC AT -PANEL EDGES AND ALL!NTERMEDIATE S1JPP0'RTS USING A NaS- 18,0,315" HEAD DIAMETER X 1-1/4'LCNG BUGLE HEAD SCREW qL_, qQLNP PLANKS OVERLAP l-1114" THE EXPOSURE IS 8-114" THE PLANKS ARE FASTENED WITH NO. 8-18, 0,315" HEAD DIAMETER X 2-1/4' LONG CORROSION- RESISTANIT RIBBED BUGLE HEAD SCREWS (SCRFN SHALL HAVE AT LEAST 3 FULL THREADS PENETRA 7NG THE METALF:7RAIAING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION It' ji 1 a' kX flo 2 121 STATE OF WALL LENGTH Stud Spacing at 115" C-C. B NALL 1 f-r-IGHt'' SEE PRODU DETAIL A HardieSoffitD & CemsoffiM materials are nonasbestos fiber -cement products tested in accordance with ASTM C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. J '/ SOFFIT DIMENSIONS 2" X 4" S-P-F Width Length Thickness Wood Studs 4' 81 1/4:' HardieSoffit, Installation Desian Pressure Cemsoffit Wood Studs -70 pef SE-Q-TMNJ3LS FROM Tie— RIE-1— Nails at 4" 0, C. (tjp.)rRaDqjcT REYL%W - --Oyi-e -ith dic Fjad& D;Stancep Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit Minimum. 2" Y 4" S-P-F Wood Studs TheA-alf and soffit frames are to be desioned by' ,he Architect or Engineer of Record in compliance jth the Flolida Building Code, QGAW z No- 14 21 TPT E of SION Ak- - I NEL.1Ns-TA- LLA1'QI9-QE-T4Qs All installation shall be done in conformance with this Notice cf,Acceotance, the manufactuier's installation recommendations, and the applicable sections of the Florida Building Code. good studs where HardieSoffit, Cemsoffit vhll be installed steal be designed by an Engineer or Architect per the Florida Building Code and the requirements of this NOA The soffit shall be installed over minimum 2"X4" S-P-F,,vood st',ds spaced a maximum of 16" O,C. 7Note 1] The soffit fastener shall be a 2' Iona - e 0.223" head diameter, 0.092' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced a, 4" O.C, at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" 0 , .C. Fasteners shall have a minimum edge distance of 3/F and a rr:,in;mum clearance of 2" from corners. Phone: 909-356-wb3L Fax 909-427-0634 Cnaator: E. Gonzales N HAPDIESOFFIT, CEIVISOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION F3c) A NO James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 VAG NO REV PNL- PLK-SOFF I " Date: 412412013 ISHEE7 9 OF 12 Cladding FramingraminC 4.00iml 013PRObVC7RVnSM w c0owkyiMB WO Ae Flori& cowplyiW with dw Fkrift asowim CO& 121 By TA 7ir- OF jcOpol" S5 ONA\- ERAM N-q NO1, 41NAL 2"X4" S-P-F WOOD STUDS 16" J.C. FASTENED ry WITH3-1/2' 16d COMMON RAILS (2 PER TOP AND BOTTOM FORM ETAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAvr, LOADARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARC1111- ECT OR ENGINEER OF: RECORD IN COMPLIANCE ATTH THE FLORIDA BUILDING CODE qL-&QQ- IR(zHARDIESOFFIT, CEMSOFFIT PANEL THE SOFFITISFASTENED114TH2aLONG, 0.2213' HEAD DIAMETER, 0. 092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION' RESISTAN7 SIDING NAILS, PLACE KAILS 4'O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc, 1 W01 Elm Avenue Fontana, CA 92337 Phone: 09- 356-6300 SIZE Esc NO 011VS- Fax 909427- 0534 A Creator: 'E Gonzales SCALE Date:4124M13 SHEST 10 OF 12 VALL IN VAUL LENGTH -- SEE Stud Spacing a" 16" C.C, DETAIL 3/ 8" Minimum Edge Distance Rq[ Q CT DESCRU?1:QN C- emsoffim materials are ncn3sbestosfiber-cement products tested inacf,-o-ciancevAthASTM C1-186 7 Grade 11, Type A and meeting the requirernents of the Flodda Building Code. 20ga, 3-5/6" X 1-51" Metal C-stud Width Length Thickness Nails at 6" O. C. (typ) fastener, as ribed in Note I HardieSoffit, Cemsoffit 20ga, a-5/8" X 1-5/8' Metal C-stud The wall and soffit frames are to be designed by the Archt testOr Engineer of Record in compliance with the Florida Building Code. HardieSoffit, DESIGN PRIES QR,LGNG Ce Installation Design Pressure Nietal Studs -55of Gq SECTION B-6 pRoDUCT REVLSED PRODUCT REVrAl) ?m oornoyipig wft the Flacids 'Z as CMOY* -ith turf c ft" M CO& 7 3TATE I)j, jB NELjN_T.SLLk!LQbILQETAILS with this Not M XinstallationshallbedoneinconformancewiNoticeofA, p , nufacturer's ins' allation recommendations, and the applicable sections of the., Florida Building Code. metal studs where HardieSoffit, CemsoffitoAll be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N,0A The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-516'yletal C-studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0315" head diameter X 1-1/4* long* ribbed bugle head screw (or screw shall have at least 3 full threads penetrating metal framing) he fasteners shall be spaced at 6" O.C. at panel edges and Inte-medi4ate studs; the fasteners shall be driven into metal studs located at 16'0.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum cjearanee of 2" From GoIMP— l's, Phone: 909-356-6300 i4 Fax 909-427-CS34 A Creator. E_ Gonales S AL8 HARDIESOFFIT, CEIVISOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUC1110N James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 D', A,r, NO REV PNL- PLK-SOFF I I bate: 4/24/2013 SHEST 11 OF 1, 2 vtit. Ii 1;&00in- j JCladding ]( I Framing m e ii I i 6.0bin, { j e 1 W01 vA 2-A Iiiih a _ i11IUi7 NJWNAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" Q.C. FASTENED WITH 518" WAFER HEAD SCREWS (2 PER TOP FOR METAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND {; VITY LOAD ARE AND SOTTOMt CONNECTION) NOT PART OF THIS APPROVAL (MUST PRO\ADE ALTERNATE PROVISIONS FOR THESE LOADS) } 7HE MALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING L° HARDIESOFFIT, CEMSOFFiT PANEL THE SOFFIT IS FASTENED WITH NO, 8-18, 0,315" HFAD' INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4 p LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SMALL RAVE AT LEAST 3 James Hardie Building Products, Inc. FiJLL THREADS PENETRATING T CIE METAL FRAMING), PLACE 10901 Elm Avenue SCREIvVS 6" J.C. AT PANEL EDGES AND INTERMEDIATE Fontana, CA 92337 STUDS PhotiA: 909. 356-6300 sIzs fsCM No ax 90 427-0634 A PNI.-PLK-SOFF Creator, E. Gonzales sCA1,a i"= 1'-0" Date-4124i2Di3 srrssT 12 OF 12 Florida Buildinc, Code Online Pace I of 2 5 X c' 1, c Z 7M BCIS io-, 0-, it JSer Riwistration He', Topic-, S,iD-t SwCha!ge Stats & Faas Fcbkcatans FIv-, staff Bc:-S sire Map :-,,ks Sea! ch 0 Product Approval PEER: Public Userdb'p'r, Lro—'Z't I" rg I —c',jt D A ct > Application Detail A FL # F[ 121194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249- 9743 graliman@aluminLJII')COilsinc.com Authorized Signature Gareth Rahrnan grahman@aiuii)inui-n(-,oilstiic.coi-n Technical Representative Paul Frost Add ress/1"hone/lErna 1 5001 West Knox Street Tampa, FL 33634 813) 24 9- 974 2 PFrost@aluminur-,icoilsinc.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 Nance who developed Zachary R. priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity FRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 061/19/2020 Validated By Locke Bowden Validation Checklist Hardcopy Received Certificate of Independence 14r-r, AL C' "'c" ' a o- -- — Q -424 --11—_ 4 Referenced Standard and Year (of Standard) ta rid a rd AAMA 1402 EQUivalence of Product Standards Ce,h;red By Sections from the Code YPar 1986 littp:,'"NN-NN-«-.floridabuildiri«.or(,"pr.,"pr app dt1.aspx?param=NN,GEN;XZ7,; — Q%N-tDquk24AL1C%2fE--. 9`7/2 0 17 Florida Building Code On islez:c PaL)e 2 of -1 Product Approval Method Method I Option D Date Submitted 06/14/20117 Date Validated 06 , /14/2017 Date pending F6C Approval 06/191/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 FL # Model, Number or Name 2194,1 Alurnunurn Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; +8011-90 Other; See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions R.luation Re por-1_2014,_FBCA" 111. .11, .---a - -11 - Q-4-T4 vo s--- FLN-L\L—atff Verified By: Zachary R, Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports 4 Created by Independent Third Party: Yes Eil EE LknaC : 2bD_a_1irr, SjC_,e_RQsLj, ha -Zavi Phone4o7 4 Tire State of Florida is an AA/EEC employer. Lp tacf rh' k=- QjQ- 5Lt_g-f Ftaspyiu, Under Floncia law, ei-nad add,wsses are public records. 11 yo,, do not want your e-shall address released in response to a buts -records request, do list sent at" Chonic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395 "Pursuant to Section 455.275(1), Florida statutes, effective octobia, 1, 2012, licensees licensed under chapter 455, F.S. roust provide the Department with an amad address if they have. one. The emanis provided may be used for oftc,al communication with the licersee. However email addresses are public reveal, !you do col, wel, to supply a personal address, please provide the Department with an email address which car, be made available Is the ontAc. To determine if you or, a, hcianyce under Chapter 455, F.S- please dick LtLe Product Approval Accepts: CreO- I,, CFid, Safe 1 http:",N,NN--,N-,floridabuildiii(r.or(lyl;pl.!PT apt _dtLaspx'1param=,N -GEN"XQ,,NiDquk'14At,'C(')'-f'E,.. 97017 z: CREEK 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 wwxf alum inumcoilsinc com Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BuILDING CODE 5 T" EDITION (2014) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5.1, 1710.9A Wind Resistance Issued June 6, 2017 Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847VV AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076k/V AAMA 1402 1986 PRI Construction Materials Technologies (TST58 78) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LimITATIONS 1. This report is not 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 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 reporl, does not express nor imply warranty, installation recommended use, or other product attributes that are not specifically addressed herein. 0 0° ALUMINUM COILS, 0—0° Soffits TECHNICAL SEev/CEs.LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016'inchthick. 5105M-14 aluminum F-channel,See Appendix Dfn, dimension drawings. 3/8"J~Channd Preformed nominal 0,O16-inchthick, 3105M-14aluminum J-ohannei See Appendix Dfor dimension drawings. Fascia Preformed nominal O.O19-inchthick, 81O5M-14aluminum fascia. See Appendix Dfor dimension drawings. 16'Q4Soffit Preformed nominal 0,0135-inchthidx. 3105 H-14 aluminum uoffit anes provided in 16- inuh sections, The reported net free ventilation areas are 22.3 |n^/|in.ftfor the 'full vent' configuration and 111in2 /|in.ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings, LR" Fm—[\LrL41 P— u 12" T48pffit Preformed nominal 0.0135- inok Ukirk, 3105 H-14 aluminum soffit panels provided in 12- inohsecUons, The reported net free ventilation areas are 12.5 in^8in,hfor the 'full vent' configuration and 4.3 in^8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 12:—QIJIL-Lb_NL This evaluation report is provided for State of Florida product approval under Rule 61G20-3, The manufactui,er 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, recornmended use. or othet product attributes that are not specifically addressed herein. CREEK TF(_HNl(_Al C;FPVIC-Fq. I 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" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer, 0% ItI111111111, 0R Yx C, 2017.06.06 No 74021 15:48:16 04' 00' 53 STATE OF .'.44/ r) y-. Zachary R. Priest, P.E. 0R10 Florida Registration No, 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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) ALC15001, 2 FL12194-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 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 w 'TECHNICAL SERVICES. I —LC r. APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Numamm 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. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location In. 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-R5 Page 1 of 8, Jhr; 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. CREEK 11vHCAL SERVICES. LLCTECA cl. 16" 04 Soffit — 8-inch o,c, Fastener Location I— Fastener Location Fastener L ocation Approved Systems for 12-inch overhang with F-Channel ALUMINUM COILS, INC Soffits System Panel Wall Connection Eave Connection MDP No. Width W Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min, 3/8-inch head 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.. 125-inch embedment spaced Vlood crown staple spaced 16-inch 0072-rnch dia, x min. 3/16- 40'016-inch 24-inch o.c. 0.c. inch head dia, trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 314-inch long x 12F-2 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. Masony rOne (1) 14 ga, 5/8-inch long T nail Wood crown staple spaced 8incoc h 0.072- inch dia. x ruin. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia, trip nail spaced 48- 64.2 inch o. c. ALC 15001, 2 FL12194-R5 Page 2 of 8 1 his 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix A Approved Systems for 12-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) rain. 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 12J-1 Max, Wood long x 3/8-inch head diameterstaplesindiamond Wood 1/4-inch crown staple 0.072-inch dia, x min, 1/4-inch 48 16-inch screw spaced 1 G-inch o.c. pattern spaced 24- spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 connecting soffit to J-channelincho.c. I inch o.c, 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 croA,7i 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- t53.312-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) rain. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown 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 Win min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead did. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 161--3 Max. 16-inch Wood 1 .25-inch embedment spaced 24- Wood crown staple spaced 1 GJnch x 0.072 inch dia, x min. 3/16-inch head dra. trjrn nail 25.6 I inch o.c. 0.c' 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch spaced One (1) min, 1 3/4-inch long 16F-4 max. Wood crown staples in diamond pattern Wood One (1) min 3/4-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 need dra. trip nail 36A I i spaced 48-inch o.c. ALC 15001.2----- FL12194-R5 Page 3 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 FECHNICAL SFERVICES. 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 ga, 5/8-inch long T nail 1-inch leg staple spaced 4-inchWood 0.072-inch diameter finishing nail with rain. 3/16- 43.3 16-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 v-Ath min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel System Panel Wall Connection Eave Connection MDP No. \Njdth Psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Thfee (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min, I 3/4-inch long x 0.072-inch dia. x 215 16j- 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia, trip 31 A spaced 24-inch o.c. if spaced 48-inch ALC 15001 2 FL12194-R5 Page 4 of 8 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 ALUMINUM COILS, INC 1A TECHNICAt- WA soffits SERVICES, LLC Appendix A_ Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso 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 ga-1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crovm x 1-inch rafter with one each panel lap inch crown x 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 with rain. 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/ 2417-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail vvith min, 76 6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter c. 12-inch o.c. nail 24-inch o.c, finishing nail with rain, 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 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max.- ne (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0,072-inch diameter 801 24F-3 Masonry12-inch inch long T nail rafter vyth 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 Tina 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 ALC 15001.2 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. 2'CREEK ALUMINUM COILS, INC Soffits TEC -INuCAL SERVICES, LLC Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Pave 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 cmvm 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 ga. 1/4- One (1) min, 1,75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown 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 Wth min. 801-60 diamond pattern I uch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) ruin. 1,75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0,072-inch diameter finishing nail vAth min, 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch cTo%A/n x 1-inch leg staple Securing the Nominal 1x2 nailer of each female One (1) main- 1 .5- ldo.2 SYR 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 crowi x 1-inch 0,072-inch diameter 24F- 5 Wood 16- inch smooth shank rafter vvith 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 ALC 15001.2 FI-12194-R5 Page 6 of 8 I ------- - ---------- 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 vvhjch 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 TECHNICAt- 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]i 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 go. 1/4- One (1) min, 1.75-inch x Max One (1) 14 ga. 5/8- anchored to 16-inch o,c. securing inch crown x 1-inch 0.07240 diameter 24F-6 16-inch Masonry inch long T nail rafter vAth one each panel lap Wood ple spaced 8- leg staple finishing nail with min, +801-60 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 \AAth min. 3/16-inch head spaced 11LC15001.2 Ft12194-R5 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Role 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 ALUMINUM COILS, INC Soffits TECHf-Jl(..At_ SERVICES. LLC Appendix A Approved Systems for 24-Inch overhang with J-Channel Wall Connection Center Connection Eave Connection System PanelysternF 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 ga. 1/4-inch crown through the rafter securing each panel One (1) 18 g a 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 24J-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- 1 uin. 2.25-inch x 7d One (1) min, 1,75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails fee- 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. . Nominal 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 go anchored to g a. 1/4-inch crovn 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) rain. 2.25- staples in diamond barren or two (2) lap Wood 8-inch o.c. and finishing nail with resin. 513 inch x 7d ring pattern spaced 16- min, 2.25-inch x 7d securing each panel 3116-inch head spaced shank nail inch o.c. ring shank nails toe- 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 vAth min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24anch o.c. ALC 15001,2 FL12194-R5 Page 8 of 8 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. A CREEK TECHNICAL SERVICES. LLC INSTALLATION Note - Refer to the APPPOVED SYSTEMS se ALUMINUM COILS, INC Soffits WE== report for additional installation details of a selected system and maximum design pressures limitations. At C 15001.2 FL12194-R5 Page 1 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 Minch 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. S, INCCOILCREEKSoffits TECA iNICAL SERVICES, LLC Appendix B System iVo. Installation Detail 12F-2 OPEN RAFTER SOFFIT STAPLE Q IAMQNQ PATTERN 3/4" X 1/4' CROWN STAPLES I'DETAIL USING A DIAMOND N FACA BOARDse is t PATTERN MNNE 3/4' X 1/4' CROAPI FACIA BOARD 1-3/4- TRIM NAIL 1-3/4- TRIM NAIJ STAPLE "8' ON CENTER PAINTED S,S, F" CHANNEL CA&I BE PAINTED S.S. 48' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLAME UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT— Max, 1",11 qPall WOOD SOFFIT SUBSTRATE SOFFIT -&FAS(-'IA D-ETAIL ALC 15001.2 FL12194-R5 Page 2 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 ALUMINUM COILS, INC Soffits TE(_,HNICAL. >ERVICES. LLC Appendix B System No. Installation Detail OPEN RAFTER 59f EIT STELE JOIST STAPtES S QLA I1t j IY ZETAIL FACLA BOARD 8- OCTVEE 3/4" X 1/4' CROWN STAPLE ON CENTER USING A OLAMOND PATTERN FASCIA CAP 12J-1 Li 3/4- X 1/4- CROWN STAPLE '8" ON CENTER FACIA BOARD 1-3/4- TRIM NAIL PAINTED S.S. CHANNEL 1-3/4' TRIM NAILJ soffit, 0 , 1, 9,9 x PAINTED S.S. 48' FASCIA W J /2 , - /8' head D.C. d'Ameto octe-g' j 3/4- X 1/4- 16' CROWN STAPLE SOFFIT—nn x, 12 inch span SOFFIT WOOD OR BLOCK EASQ-1A SUBSTRATE QEEJT ETAI IL Page 3 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, ALUMINUM COILS, INCCREEKSoffits TECHrAICAL SERVICES. LLC Appendix B ALC 15001,2 FL12194-R5 Page 4 of 12 This evaluation report is provided for State or 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 riot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC ry CREEK Soffits TECHNICAL SERVICES. LLC Appendix B AL-C 15001.2 FL12194-R.5 Page 5 of 12 I his evaluation report is provided for State of Florida product approval under Rule 61G20-3. I he manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for Wirch 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. C R E E K TECHNICAL SERVICES. LLC System No. I Installation Detail F' CHANNEL CAN 8E INSTALLED WITH THE NAILING FLANGE UP OR DOWN 1-3/4- TRIM NAJLJ P,'4NTED S.S. 48" O,C, SOFFIT- Tnlx - 1 r. - iM1 ALUMINUM COILS, INC Soffits 01= 1 OPEN RAFTER STAPLE1 SOFFIT S I&F LE j I alALQNP Q ATTERN ___ - DETAI L 3/W NET VEEN/ STOPLES FACIA BOARD N 3/4- Y. 1/4- CROWN STAPLE "8' ON CENTER MMI NXIM 231mmuffm FASCIA CAP 3/4, X 1/4, CROWN STAPLE SOFFIT & FASCIA DETAIL ALC150012 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. ALUMINUM COILS, INC Aj CREEK Soffits F,'All TECHNICAL SER.VICES, LLC Appendix B_ System No. Installation Detail I TRIM NAIL FASCIA BOARD RANTE D b'S. rASUA LAP SOFFIT jjj J-Vx4" CROW14 STAP11 USN(I 16F-2 & PATTER so 16F-6 DlAMO FASCIA BOARD FASCIA CAP; REFER TO SOFFIT 1, FASCIA DETAIL SOFFIT; MAX. 16' SPAR SOFFIT & FASCIA DETAIL y ALC15001.2 FL12194-R5 Page 7 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. C R E E K TECA-11NICAL SERViCIES. 1-1—C System No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN XNAMENUM 1-3/4- TRIM NXI-A PANTED S,S. 48' O'C' SI OFFIT—ria,x, lr-lnch span ALUMINUM COILS, INC Soffits SOFFIT STAPLE I STAPLE$ ETA I L FACIA BOARD J I KTVMI, STAKES ASCIA CAP 3/4- X 11/4" CROWN STAPLE - —3/4" TRIM NAIL6' ON CENTER 1 PAINTED S.S. Immagim SOFFIT& FkQIA DETAIL ALC151001.2 FL12194-R5 Page 8 of 12 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 v4iich 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. l CREEK TMjiANIC ECIAL 5ERVICES, LLC System No. I Installation Detail 24F- 1 & 24F- 4 STAN USING A MAW PATTEPM, PE F FR SOFFIT STAI MAMOND PATU DET OR= WOOD SURSTPA ALUMINUM COILS, INC Soffits Appendix B I I- T RN NML- fASCIA BOARD PAWTED S.S. FA'( JA CAP I 1, 4 STAPLE BOARD SOFFIT & FASCIA DETAIL J" f SOFFIT STAPLE DIAMONO PATTERN ALC15001. 2 FI-12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, H-C 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 TECHf-11CAL SET?VICES. LLC F -----T- Systern No Installation Detail I-j- SMOOTH SHA PROF 14AII F-(HMA W0100 SrPSIRA ALUMINUM COILS, INC Soffits Appendix B I f" TRIM NAIL FASCIA BOARD PAINTED S.S. ti ",-FASCIA CAP SOF97 VIJ' CROWN STAPLE BOARD SOFFIT 9, FASCIA DETAIL CAPPUER FIT & FASCIA ALC15001. 2 FL12194-R5 Rage 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, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 14 b A I" T 44 A I S MASONRY ALUMINUM COILS, INC Soffits WE== IISCIA 61111 CAP SOFFIT- A 11, SOFFIT 8, FASCIA DETAIL 1'4" CROWN STAPLE ALC 15001.2 FL12194-R5 Page 11 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 wNch 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 TECWqJCAL SERVICES. LLC System No. I Installation Detail 1"4- CROWN ST APM USING A 011 "MPro PATTCPH, REFER TO SOFFIT STAPLE DIAMOND PAT7fRH DT T AII, I J" TRUI NAIL TIMM ED S.S. 24J-1 & 24J-2 ... --- 2' SYP 1:*I-s 111abbed be mft"r —d 7d nu,j Ihm'gh tha mnt" thm ,-j WIJOS SIJBSTRAIE- e. de of 1h,, barn at the I"0- CROWN STAPLE SOFFIT, MAX 74' CANTILEVERED RAFTER FASCIA BOARD FASCIA CAP; REFER TO SOFFIT 1 FASCIA OETAJL ALUMINUM COIL. S. INC Soffits Appendix B FASCIA BOARD FASCIA {AP CROWN S"' FLIC SOFFIT & FASCIA DETAIL SOFFIT STAPLE OIAMOND PATTERN ALC15001.2 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 riot specifically addressed herein. CREEKrf 4- TECHNICAl- SERVIcEs, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits MEMMM The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 Linder 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. 1 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 0-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. Wit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC, 8. 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. AL(',15001-,2 FL.12194-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 v,4irch 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. C R E ALUMINUM COILS, INCEKjSoffits pgfl- TECAHNICAL SERVICES, LLC Appendix C_ De Mean Basic Wind Speed (mvv,nc' Speed m h Building 9 Type Zone 1Roof lzu120 1130 1140 150 1606" 170F 180 190 200i- U LH2eaht ftL 20 19.8 22.9 26.3 30.000 33,8 7---1422379 468 25 71&9 16,9 19.8 _-22.99 263 0030.0 33,8 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 2 1, 5 24.9 28.6 32,5 36,7 41.2 45.9 50.8 50 19.5 1 22.9 26.5 30.5 34,7 39. 1 43.9 48.9 54,1 Enclosed 60 20.5 3 24,0 27,8 32,0 36.4 41 1 460 51,3 56.8 Negative 732.5 Loads) 20 20.8 24A 28.3 37.0 41,7-7- 68 I -57.8 ---------------- 25 --20.8 1 24.4 28.3- 32.5 37.0 41.7 46,8 5-2,1-- 57.8 30 20,8 24A 28.3 3 2.5 37.0 41.7 46,8 52 . 1 57,8 5 40 22.6 26.5 30 7 35.3 40,1 453 50.8 56.6 62.7 50 24,1 i 28.2 32.8 3T6 42.8- 483 54.1- 603 u3 6&8 60 25.3 29.6 34A 39.5 44.9 50,7 56.8 L-6 3 70.1 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 21,7 243 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21,7 24.3 27.1 MO 4 40 11.7 13.8 16,0 183 20.8 23,5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22,2 25 1 28.1 31.3 34.7 Enclosed 60 13,11 15A 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 1 4.7 1&9 M 2 21,7 2 ' 4.3 - 27. -- 1 30 - 0 25 10,8 12.7 14.7 16.9 19.2 21.7 243 27.1 MO 30 10.8 12.7 147 16.9 19.2 21.7 24,3 27.1 MO 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 22.2 25.1 281 31.3 34.7 1 60 13.1 15.4 15 LLLL 23.3 26.3 29.5 32. ALC150012 - ----- --- FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval Linder Rule 6 1 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 riot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits w TECHNICAL SERVICES, LLC Appendix C Vean Design Wind Pressures for Soffits in posaare Building Basic Wind Speed (mph) Zone Roof 77- Type htft 120 130 140 150 1 ou160 170u 180 190 200 LLe 20 21.7 25.4 29.5 33.8 77-387.5 415 4&7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50,9--- 56,7 62.8 30 216 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65,5 4 40 25.0 29.4 34.1 391 44.5 50,2 563 62.7 69.5 50 26.2 303 35,7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 660 27,2 31.9 37.0 42,5 48,3 54,6 61.2 68.2 75.5 Negative T 652 I - Loads) 200 26.7 31 A 36.4 41 .8 47.5 53.7 670 74.3 25 27.9 32.8 38,0 43.6 49.6 56.0 62.8 70.0 77.6 30 291 34.2 39.6 45.5 51.8 58.4 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 3&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 67A 75.5 84,2 93.2 20 13.9 16,3 18,9 21.7 24.7 27.9 31.2 34.8 38,5 25 1-4.5 17,0 19.7-- 22,6 25,8 29.1 32.6 36.3 40.3 30 15.1 17.7 20,6 23.6 26.9 30.3 34,0 37,9 42.0 4 40 16.0 18.8 21,8 25.1 28.5 32.2 36,1 40.2 44.5 Enclosed 50 16.8 19,7 22.9 263 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31,0 35.0 39.2 43.7 48.4 Positive 74.8Loads) 20 13,9 16.3 18.9 21,7 24.7 27.9 31.2 38.5 25 14.5 17.0 19.7 22,6 25,8 29.1 32.6 36.3 403 30 15.1 20.6 23.6 26.9 30.3 34.0 37.9 42.05 17,7 40 16.0 18.8 21.8 25.1 28,5 32.2 36.1 40.2 44,5 50 1 16.8 19.7 263 29.9 33.7 37.8 42.1 46,7 60 17.4 20.5 k22.99 23.7 27.2 31.0 35.0 L22;.2 4 48.4 ALC 15001.2 FL12194-R5 Page 3 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 ALUMINUM COILS, INC Soffits rEC11NICAL SERVICES. LLC Appendix C gean Design Vliind Pressures for Soffits in xpoaar Basic Wind Speed mph) BuildingType Zone Roof120 130 140 150 160 170 180 190 200 Lei ht Uft 20 2&0 30.5 35.4 40.6 46.2 52.2 58,5 65,2 72.2 25 U7 36.7 42.1 47.9 54. 1 60.6 67.6 74.9 30 9L 32,8 38.0 43.6 49.6 56.0 62.8 70.0 77,5 4 27 40 29.4 34,5 40.0 45.9 52.2 58,9 66.1 73.6 81.6 50 6 47,8 54.3 61,3 68.8 J&6- 84,9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79,0 87,6 Negative - 757 Loads) 20 32,1 I -37.7 43L7 50, 1 0 64.4 J2.2 80A 89.1 25 4--- 39. 1 45.3 52.0 59.2 66.8 74.9 83A 92A 30 33.3 34.5 40.4 46,9 53.8 61.3 69.2 77.5 86A 95,7 5 40 36,2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 IM7 50-37.7 44.3 51 .4 58.9 67.1 75.7 84.9 94,6 104,8 60 389 1 -45.7 53,0 60,8 69.2 78.1 87.6 97,6 108,1 20 16.7 19,5 227 26.0 29.6 33.4 37.5 41,7 463 25 173 203 215 27.0 30.7 34.7 38.9 43.3 48.0 30 17,9 21 .O 243 27,9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33,4 37.8 423 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 56"1 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 34.7 38,9 43,3 48,0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 5 40 18.8 22.1 25.6 29.4 33A 37,8 42.3 47.2 52.2 50 196 23 0T- 26.7 30.6 34.8 39.3 44.1 49.1 54A 60 1 20,2 23.7 1 27.5 31,EF 35,9 ALC 150012 FL12194-R5 Page 4 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. CREEKluTECHT-flr—Al— SERVICES. LLC 3/8 3/4 F— 1/8" HEM T 3/4" 3/8" ISOME"MIC VIEW 3/8- PROkE ALUMINUM COILS, INC Soffits mmmmEm At-C',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, or other product attributes that are not specifically addressed herein. CREEK TF-,C1AN1CAJ,.. SERVIcEs, LLC S 3/4" 1/8" HEM j-- M 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits ALC 1500 1.,2 1 2194-R5 Page 2 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 TECHNUCAL SERVICES. LLC 8!—aLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC 15001.2 -- FL12194-R5 Page 3 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. CREEK TECHNICAL SERVICES. LLC MENEM 3 1/8" 5 /16 7/8" _I 3 1/8', 1 7/811 1 3 1/8" 112" 1/2" 112" 112" 2 11s PEF 1U 11 U U---1 I F1 U U H 11 H ALUMINUM COILS, INC Soffits Appendix D 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 Buildin- Code Online Page I of 3 5W1'' 5 A! J., IT t'C'aM_3'ZZ '4z"ZZE BC:s mome L09 11 Use, Recrst'alion Hot 70"Cs Submit S,Cha,ge Stats & Facts DualcationsFB, lta" Kis S!ie Map L,r,,s search gj4l db" Product Approval USER Public Use, " Ll_ P11y :_ye..-1?._.. LI-2.1-11.x.l,:L_;.ll,- sea_ch > L— S' > Application Detail FL FL7006-R9 mz_ n 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 Add ress/ Phone/E rna i I Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rrnet: F001@tampabay,rr_corn Robert Metz rmetz001@tan- pabay,rr.conri Bob Metz REMCO of Pinellas 456 Aviia Circle NE Saint Petersburg, FL 33703 7, 27) 776-5261 rrnetz001Cd' tampabayxr.com Don Shaw IKO Industries LTD 120 Hay Rd, Wilmington, DE 19808 71, 7) 579-6706 don. shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified, to 11101 mph A A ,STM D3462 ASTV. D7156 Class H ASTNI EI 08 K! 1@1r 2009 2009 2008 2007 hap florl dab Li I I d in o . oro /pr/pr_app dtl.aspx?param=-,N,GEN,XQxNll)qse7m'Bd`b-',K6.., 9/'7'2017 Florida Building Code Online Pa-e 2 of 3 H product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pendinc; FBC Approval Date Approved 07/06/2015 Summary of Products FL # Model, Number or Name 11 Description 7006A Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle, i Biltmore AR G manufactured at 1KO's Kankakee, 11-; Hawkesbury, Ont.; Wili-ninaton, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 700 6 A, 0- C LLC Fig? L r la AS rl d 3 1 _lc der Approved for use outside HVHZ: Yes 2',5 ng- Impact Resistant: N/A 6Rg A M-1, ttltl —PS , M L, Design Pressure: N/A Other: FL7006 RQ F C FM I ttl,Fr --o= 108 la er Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 _R9 11 IKO-.L-O-K' QLLgcer -_LrIsTallation inslru;ct,ons for FBC FL70 )"M'Of Verified By: Duc T Nguyen 65034 Created by Independent 'Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system I manufactured in Toronto, Ont, and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes TV—c i, be e 5 Approved for use outside HVHZ: Yes 2-d Impact Resistant: N/A lo_Let r As, V, d-,462 5 6 Design Pressure; N/A Other; 06Ro C C C o' Lettei r, I -',S A i f -3 5% :Ddf 1 Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions 7 o 0,6 Hi Dge..C--., 1 i le linst ,ogallatin ap7` 106 PC I K, 0 - 1 3- U2- ` 1 ttLe — —jr qtLuLE On sfo r iB"- 7 C 1—gif Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 70063 1 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at i Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes n R CAC Wi Letter - Ag7i,Cljt,j le',t 4 Approved for use outside HVHZ: Yes Impact Resistant: N/ A o R9 C CAC , rp 6 Design Pressure: N/ A i Other: iP- 7006 Rq C CA,-- 1,1 Lp",e, A['n`, F '08 le"er Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions T D ad L Verified BY: Duc T NQuycn PE 65lY34 Created by inaeuendent 7 iird Party: No j Evaluation Reports Crealed by Independent Third Parity, 1 7006.4 Marathon 25 AR, CDC Supe!giass 3 tab fiberaiaso asphalt shingle manufactured at IKO s M25AR i Brani. peon Ontano. Hawkesbury Ont,, Toronto, Out.; Sylacauga, AL and KauaKakee, 1L plants I ding oro 1prl/pr app, dtl.aspx?parani=xvGE-\%'XQNNi.Dqse7jii'Bd2b,K6,.. WT2017 Florida Building Code Online Limits of Use Approved For use in HVHZ: ves Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: N/A Other: Certification Agency Certificate TL F' .__. _ . i__ eltw - v Quality Assurance Contract Expiration Elate 12/2O/2O2O Installation Instructions F_ Q R0, :1 KO-13 Q1 _=e ter it tal'auon 2 C5 -df Verified 6y: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: back Next Qb :: ..nb«; Fl d-119_9 Lndbe: Po -4E7 - 25 The State of Flo ride is an AAIEEC employer. , 2py cZtit 2OC?-_ZLj— 'd „gadiI :: E aC)• Statement ::. s"-:"ESsibili!, S`,ai _m ..`Lt :: R ,fyin "yn,;, nt under Florida law, enriall add Yeses are public records. If you do not want yen, e-maii address released ir, r esponse to a public -records request, do- not send electronic mail to this entity Instead, contact the office by phone or by traditional mall. ?f you nave any questions, please co ,aCt fi50,487' 7.395, `P-Snant to Section 455.275=, I, Florida Statutes, e`feC!ve October 1, 2012, licensees Ecensed C•nde, C opter 455, F.S. ^nest provide the Deaartr,ent vi'1, ar: erow! address if they have one. The emalls provided may be usecl for official communication with the licensee. However email addresses are public record- If you do not wish to sup,ly a pereoi,ai address, please provide the Department with an ernail address whrci, can be made available to the public. To determine If you are a licensee ender Chapter 455, F.S., please crick ,hgre. Product Approval Accepts: 2n! ems; ne.n CM Izt2p:i;h i .floridalrulldz€.or ;prrpr apl) dtl.aslax`.'param=N,, iGE XQA-Dgse7ma "Bd?b') 6... 9,17`2017 K[}Industries, Ltd 12OHay Rd. Wilmington, DE198OQ Sir( s). PR| 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 IKO Industries, Ltd: 1) |K<] Shingle Application Instructions —3-Teb Shingles EN'3Tab_App| ns_8AGXEFS-2012-11_nefonnatted2013'02-revO7/13-F|orida) 2) |K[) Laminated Shingles Application Instructions EN-Laminated_App| na_8TTEF-2U12'04_reformatted 2O13-O2-revO7/13'F{ohde) 3) |K[) Hip and Ridge 12 Application Instructions EN-HipandRidge12_3HRTri' 2O13-O8_refurma ed2O13'08) 4) |K(}Leading Edge Plus Shingle App|ioa1ionInstructions EN-3LEP-Tri' 2O12'OG_na'nnatted2O13-O3) 5) ASTyN D3161 Test Report (FM Approvals Project No. 3040947) 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, PRI Construction Materials Technologies and/or Duc T, Nguyen, FL P,E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed- Signed: Managing Director Florida RegiSf6r& d-i5roi'essional Engme'er Bate: April 30, 2015 Data: Attachments: A)|KOShingle Application Instructions '3-Tab B) |KO Laminated Shingles Application Instructions C)|KOHip and Ridge 12Application Instructions D)|KDLeading Edge Plus Application Instructions uo' 133-02-0/ pm e,,hnoicges L Omomaqc e Dnve Ta= L 33-m m * O Installation Instructions for Asphalt Shingles Page zofe KID Shingle Application Instructions _3_Ta&n Shingles ROOF DECK: Solidly sheathed and fastened deck conforming to2U14FBC. 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 requirements.thefiretahaetovedappingtheeavepnoteotionby1S''.foUmmedbyfuU3S^widthaover|appiny eachpreoedingcounseby1S^orotherApprowedundedaymentoinacoondancewiththeque|ifiedopp|icsdion instructions, For areas where the roof slope is 4" per foot or grea1er, cover the deck with one ply of under|aynent|aidperaUe|totheeavea.vvith2^horizonta||apaand4''end|apa. Apply metal drip edges ontop of any underlay along rake edges and directly tothe deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least3/8" diameter heads, long enough 10penetrate through plywood or3/4'into boards, Use 4nails per shingle placed G-18Y'above the butt edge, appmx,1^ and 13''from each end and 1/2"above each cutout, Drive nails straight sothat nail head ia flush with, but not cutting into shingle surface, NA|LING {)N STEEP SLOPES: For steep slopes of 21 " per foot (60') or more, use 6 nails per shingle placed asshown below. Ensure that nonail iawithin Z'oJejoint/cutout ofthe underlying shingle. Seal down each ching|eattimeofapp|icatiVnvvbhthree1''diame&yr(opprox.oizeand1hicknewsofaquarter)apotsofuephalt 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 besd of direct sunlight. EXPOSURE- Installed shingles shall have maximum average exposure nf5- 5/8^ SEALING STRW NAILS NAILS DO NOT NAIL INTO OR ABOVE I HE SEALING STRIP L- - '3361o Fax m-5W c-mail Ae',Sile Irtip !wk" pri-m! orr no Installation /nxfinucmmcfor Asphalt Shingles Page aofo 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 LINDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4^ per foot down to2" per foot, use 2 layers cfundedaymerd conforming to building code re4uirennents.theOo1sheetowsr|appingtheeaveprotectionby1S^.fuUo*edbyfuU3S''widthsover|apping eoohpnecedinguounseby1B''orutherAVpnovedunder|aymen1ainaccordanoevviththequa|ifiedapp|ioation instructions. For areas where the roof slope is 4" per foot or Qreater, cover the deck with one ply of under|ayment|aidpansUe|tutheeavau.vvith2''horizunta||apeand4''end|aps. Apply metal drip edges ontop of any underlay along rake edges and directly 1nthe deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least3/8"diameter heads, long enough 1upenetrate through plywood or3/4''into boards. Use 4nails per shingle placed inthe nail line 7'30^ below the top edge, approx. 1"and 13'infrom each end, Drive nails straight aothat nail head iaflush with, but not cutting into shingle surface. NAILING (]NSTEEP SLOPES: For steep slopes of 21 " per foot (60') or more, use 6 nails per shingle placed asshown below, Enaunythegnonai|iavvithin2^ofajoinbtutou1oftheunderlyingshing|e, Seal down each ahing|eatdmeofapp|icationwith1hnee1^diame\er(eppnzx,oizeandthiokneeaofaquarter) aputsofmsphab 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 10the underlying course when the factory applied asphalt sealant issufficiently warmed bythe heat ofdirect sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". IN NAIL LINE m»u/ws arse oLopsaAppucArmm u stx naiisa, uwwn pRopsnxppLoAnuw REQUIRES rxAr TacNAILS PENETRATE oor*' HE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE pm u ww mu ouc u m=r as o m p mum m *m m m m xO Installation Instructions for Asphalt Shingles Page 4mo HKOH~p and Ridge 12 Application Instructions / ASThXD31Gi'Class F-|KC>Hip and Ridge 12) 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. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide, These shingles are designed for a 5 1/8" (130 mm) exposure, (For a neater appearance, the top of each side of each piece has been factory trimmed ona1"(25mm) taper (see dnaming).Bend each piece over the hip orridQe.and nail 5 5/ 8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8^ (130 mm). Apply hip pieces starting at the lower end of the hip, working LIP 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 tothe prevailing wind direction and continue 10the other end. Note Toobtain athree-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces ontop ofone another, the lower piece extending about 3/4''(19mm) 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. NOTE: SHINGLES MUST BE APPLIED PROPERLY, THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TOAPPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. PR, Vmunrmatena,recduwm*m_LC 64oaai ie,Dwa, ramr a33mn ra.m--621-7n pa,mx-6s-,)M', omai/ webSile mmm°=.n no Installation Instructions for xophuuomnmlex Page emo X0 Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTOW WITH fK8,S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE 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 3g3/D^x131A"(1O0Ommx336mm) |KOLeading Edge Plus strip isperforated kengthwisefor separation into two (2) shingles, Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Takeonaoftheoepanatedehing|es803/ 8'' xS5/Q''(1OOOmmx1GOnnm)endremoveappmximote|y 20''(500 mm) Install this shingle on the lower left corner of the roof deck. granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves byanominal 1/4''(8 mm) minimum. Fasten the shingle tothe roof deck with nails located 3''to4^(75 mm to 100 mm) from the eeveedge and 1"(25 mm) in from each end, 4. Takethe|eftuver2D''(5OUmm)pieceshin0|e. Rntatethepieoemnda|ignitvertica|lyupthenakeedge with the factory installed sealant adjacent to the outer edge of the roof, The shingle should overhang thecekeedgebyanomino|1/4''(Smm)minimum.Fastentheehing| e1otheroofdeokvvhhtsstenena located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5, Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails. 11 or12gauge, with at least 3/8'(8mm) diameter heads, long enough 0openetrate through plywood or3/4''(2O mm) into boards. Use 4nails per shingle placed 3" to4^(75mmto1O0mm) from the eaveedge and approximately 1''and 13^(25mmand 33Omm) infrom each end. 6. 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 aoUeoart to the eaves. The shingles ahou|dovedhongthenakeedgeandeaveebyanomina|1/4''(Gmm)minimum,Fastentheahingleato 1henzofdeckvvhhnai|m|ncahed3''hz4^(75mmto1O0mm)fromtheeaveedge.4nai|eparshing| 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. Dnstlumv, Maiena s 412 3K,1o7wm- ,7 7' raxm HW: c-,Ta m a I enav esmng@p icm'.com w Florida Building Code 0111irle Page I of 2Z7- Zc 41 z' BcIs NO o- 1 r, User Regio'at*' Hot Top,cs Submit S,-charge StatesIaCtS Publications FBC Staff 5CIS Site Map Lino, Search 4Product Approval SER: Pubkc User AP'2'U:tAILLM'ea _iz j12. Ul_c,,, > Application Detail ct' IL Fl--2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manu"acturer, Warrior Reefing Manufacturing Address/Phone/Email 3050 Warrior Read Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRocifing.net Authorized Signature Steven Crew Steven@WarrtorRoofina.net Technical Representative Steven Crew Address/Phone/Emaill 3050 Warrior Road Tuscaloosa, uscaloosa, At 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofir)g.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1.024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRT Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc, Quality Assurance Contract Expiration Date '0/05/2019 Validated By Jesus Gonzalez, P,E, Validation Checklist - Hardcopy Received Certificate of Independence FL,23 f-, R 5 C01 FIRI CMIT ridelLe ie (dfL) Referenced Standard and Year (of Standard) 5-and g Ar ASTM D226 ASTM D4869 Eouivalence of Product Standards Certified By Y-9-4-r 2006 2005 1 1 affirm, that there are no chances in the new Iorida Buio:nc Code which affect my product(s) and my Pojuct(s' are in compliance with the nev, Florida Buiiding Code, http:,I/,,N'NN'vN-.floridabui Wing. orglldri'pr app dtl.aspx'?I)araiii—,,N,GEVXQ-\,NlDqtOc8biiSki-iRps9... 9/7,112017 Florida Building Code OnlineBuilding Page 2 of 2 Dricurnentation frorn approved Evaluation or Validation Enpty Yes No N/A product Approval Method Date Submitted' Date Validated Date pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 2346.1 1 #15 and 430 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 minediately after felt. Roofing felt is not intended to be an unprotected weathering surface, 2346.2 15w and 30w roofing felt Limits of Use Approved for use in HVHZz No Approved for use outside l 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 all unprotected weathering, surface, Method I Option 5 02/13/201 -5 02/13/2015 02/19/2015 Description ASTM D 226 Tested Installation Instructions 2-3 4 & R-5 11 1 si ti -, 'I I o ,lIn cnrrs..p..' s_r_1 _ J; Verified By: PRI Construction materials Technologies, LLC Test Reports L(I R 5 -LR 5 A Test Re. -,Lp 7R 0 n2346_p,2__ -,t e rt _ff ASTM D 4869 Tested Installation Instructions Verified By: PRI Construction Materials Technologies, LLC Test Reports 4b, RTP -L2- w -est I,,- lZCj,,, Toot R,, Ir_jr if 6 c4c Next V ct Ir n.d llhEtuf,_, 0-4 7 W_ _.. 85..... 1824 a_ Thestate of Floesda is an AA1EE0 employe'. (-vo, "0", EL,vvcs -Stuernl, h" 1, IdLa, 'iyac h, -at or hl L :: ita'— -jalr Under FloridaIa., e,a,l addresses are public 1edQldS you; von donotwantyo e-math address released n response to a public -records request, do no, send elact, tilic mail to this entity. Instead, contact file office by elrove or by traditional mill. If YOU have any Questions, please contort 85CAs7.1295 'Pursuant to a•It an ,,,t,dn45,275{1), Florida Statute:, effet-,e 0occer 11, 201 lrtorsees hrenooi under Chapoi 455, F.S. must provide. the-;er, , m if small ash"ev they food one, Tire smalls provided may no used !or offic,ai cor—noricauilh with the licensee. However email addresses are public 11c,d If 1w or, not 111sh to s'pilly a pe sos volai alcicness, please roov,o. the Dera,trinent .,Ih an sole, address h,ch co, be made a,a,lalce to the puldhc. To latc—me if you are a licensee under Chapter 455, F,S,, please ChCK jte,e Product Approval Accepts: T L— y, Sil http:,,"\, N' lN-xN.floi-idabtiildlii,,.or,-,/pr,/'I,)r al)p_dtl.asl)x"pai-ai-n=x\,(iEVXQx,,IDqtOcSbnSknRps9... 9,/ 7/210 17 NVARRIORg ROOFING NIANUFACTURING P. 0, BOX 40185 * TUSCALOOSA, AL 35404 ® PHONE (205) 553-1734 * FAX (205) 553-1755 193 LEROY ANDERSON ROAD * MONROE, GA 30655 e PHONE (770) 207-0695 ® FAX (770) 207-0775 Py 323 DEVELOPMENT AVENUE * CHAMBERSBURG, PA 17201 * PHONE (717) 709-0323 * FAX (717) 709-0027 Roofing Felt Installation Recommendations 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, fi-om edge to edge. Overhang is not required. Z: 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 two 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 of inches as you move up the valley to insure-propei:-'-w shedding, In the event some ,tiTmkJes are created while fastening down a course of felt, slice the NTinkles and fasten them flat to the deck, Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recormnended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THANT RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS, E CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 11150-CO/a- fDOrk Application No: J5a)5y1__ Documented Construction Value: $ Job Address: J2 r () JC -fl _ Historic District: Yes No Parcel ID: ResidcjitialO-ConiiiierciaI 11 Type of Work: New rAddition 1:1 Alteration 1:1 RepairEl Demo Change of UseEl Move 11 Description of Work: F;VM Plan ReviewContactPet -son: Title: Phone: Property Owner Information Name Phone: Street, Resident of property. City, State Zip: Contractor Information Name lvx, Phone: W-91D -3 _03 .9-3 2_ Street: V Fax: City, State Zip:-,1C- 3_ State 1.icense No.: 'fcg OL Architect/Engineer Information Name: Phone: Street:__ Fax: -_ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: — WARNINGTO 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 TILE 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 Nvith the (late of application and the code in effect as of that date: 5'11 Edition (2014) Florida Building Code Revised: Juno 30, 2015 Permit Application NLQTICE: In addition to the requirements of this permit, there, may be additional restrictions applicable to this property that may hefoundinthepublicrecordsofthiscounty, and there may be-4idditional 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 r,C(p_1irC0)CutS of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the tirue 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 tCC 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 infortuation is accurate and that all work will I)e done in cornpliance with all applicable laws regulating construction andlz ning. signature of Owner/Agent Date Print Owner/Agent's Narne Signature of Notary -State of Florida Date Owner/Agent is Produced 11) Personally Known to Me or Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida ate Junan K. ('Chic Commission # GG151707 Expires: October 15,2021 Bonded thru col cut is &erso"nal IyKno wnto Mt r Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] ElectricalEl Mechanical E] PlUmbingE] Gas[] RoofE] construction Type: Occupancy Use: -------,----Flood Zone: Total Sq Ft of Bldg: —_ Min. Occupancy Load: 9 of Stories: ---,--- New Construction: Electric - 4 of Anips___ plumbing - H of Fixtures Fire Sprinkler Permit: YesE] NoEl 8 of heads Fire AlarnA Permit: YeSEI No 0 APPROVALS: ZONING: ENGINEERING: CONINIVINTS: WAs' rr', WATER: Revised, June 30, 2015 Permit Application C TRACTON TREEMENAG WYN DIJAMfr_Ll- 01 JOB NAME: DATE: 6/21/2017 TRE Sl-,,,RVF,S T REVISED Ipj,K t_()Rjjf: QEI T: ELECTRICAL CON 'l,'RAC PARK SQUARE UOMES LEVEI, I - WITH CIF BULBS ARDE,ESS :5200 VINHILAND RidORLANDO cily: ORLANDO AIE: FcryY: SANFORDl, -- WYNDHAM PRESERVE 6iCE PLAN SIZE. SQ ET A/C SYSTEM PRICE 10AW HEAT 240V, 60A 6,663. 00 BARCELONA 200A 2392 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,667. 00 CARNIVAL 200A 2402 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 8,477 00 CYPRESS 200A 3449 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,992. 00 GLASTONBURY 200A 2798 5-TON AC 240V, 50A 8-kW HEAT 240V, SEA 5,740. 00 MADRONA 200A 2091 4-TON AC 240V, 40A 8-kW HEAT 240V, 50A MARGATE 11 2 2,00A1966 4-TON AC 240V, 40A 5,455, 00 8-kW HEAT 240V, 50A 5,701. 00 MELBOURNE 200A 2107 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A 4,279. 00 MILAN 200A 230 13493-TON AC 240V, 30A 10-kW HEAT 240V, 60A 6,281, 00 PEMBROOKE 200A 2570 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,61, 6.00 PENNSACOLA 200A 2570 5-TON AC 240V, SEA Z, CONTRACTOR/ OWNER: DATE: DATE EDMONSON ELECTRIC: B546 www. EdmonsonElectric.com 1034 Skipper Road J'arripa, `Phone (813)910-3403 Fax:(81 3)910 L 3i721`3 -Pho FLOR I DA LICENSE U UCH005408 U CITY OF SANFORD hac umentcd Construction Value: '-7D Job Address: Historic District: Yes 0 No Parcel ID: Residential 0— Commercial Type of Work: New )q AdditionEl AfterationEl RepairEl DemoEl Change of Ilse El move El Description of Work: Plumbing new residential construction Plan Review Contact Person: Title: Phone: 407-323-7515 Fax: 407-323 8954 Email: info@api-oriando.com Name (I Property Owner Information Phone: Street: Resident of property? City, State Zip: Advantage Plumbing, Inc, Contractor Information 407-323-7515NamePhone: Street: Fax: City, State Zip: " Sanford, FL 32772 State License No.: Archit ecVEngineerInformation Name- — — ------------ Phan Street: Fax: City, St, Zip: E-mg Bonding Company: Mortgage L, 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 conunenced 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, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'11 Edition (2014) Florida Building Code Revised: June 30, 2015 I'miot Application NQj_IC,E_: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there nray be additional permit,-, 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 requirentents of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the tinic 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 firne the pertritt 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 pertnit fees when the pennit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, Signature of OwneriAgent LJatc Wint Owner/Agent's Narne Signature of Notary -State of Florida Dine Owner/Agent is —X— Personally Known to Me or Produced ID _ _._ Type of 11) Signature ofContractor/Agent 7117Date iv1d71f7Sit; Wredith L Warnicke-Sraith NOTARY PUBLIC a —STATE OF FLORIDA Cornm# GG 136869 Expires 11_q 11gQ2 I Contractor/Agent is - ersonally Known to Me or Produced ID _ Type of ID Permits Required: Building[] ElectricalE] Mechanical E] PlurnbingE] Gas[] Roof [] Construction Type:_____Occupancy Use: Flood Zone: Total Sq Ft of Bldg: in. Occupancy Load: # of Stories: New Construction: Electric - ft of Amps____ --- Plumbing - # of Fixtures Fire Sprinkler Permit: Yes E] No #of Heads -- I I—_ Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Advantage Plumbing, Inc. Page No. I Proposal of 1 Page(s) Submitted To: Phone: Date: 6-14-17 Name, Park Square Homes Job Name: Pensacola; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for,- 4 Water Closets, Sterling, elongated, 5 Lavatories, Sterling; 1 Pedestal; 4 owner provided. 1 Kitchen Sink, owner provided. 2 Tubs, Sterling PerForma, 1 Not Water Heater, electric, 50 gallon, with stand, 1 Shower with vinyl pan; sloping by others. 1 Laundry box, 1 Ice maker box. 2 Hose Bibbs, 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping, Moen Chateau valves per spec. Option: Sterling 60x42 ensemble soaking tub in master bath with Moen Roman tub valve per spec and thermostatic mixing valve: + $820 Bid excludes faucets and sinks. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Five thousand one hundred sevpn+,.,, dollars --S5,170,00 with payment to be made as follows: 30'Zo,ypoq completion of roue hin; 30®1a a ion camletion of tub sef40°lQ upon core letion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above, E= ME i' - F (407) 323-8954 ADVANTAGEPLUMBING@CFL, RR,COM UNIVERSAL UESProjectNo: 0110A700817,0000 Workorder No: 9337821-2 ENGINEERING SCIENCES Report Date: 11/6/2017 C onsult 'I n I n: Geolec hnic a I mq - Environmerit a! S( ionos - Geo)hvskal Seivice", - Cons"mi. tion Ma ei als. ie,tmq ns)emonEDB(flk fin g n5pection - Ran Reviev, - Builkfinq ( ode A I d I rrmwt,atmm SLq 3532 Maggie Blvd, Orlando, 32811 P: 407.423.0504 - F: 407.423.3106 In-Pigge Densily Test Rel2ort 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing Area Tested: (Lot 553 ,, 19-81tte Orouse Lane Material: Native M 1777= 0-10- 111— Me'TTRUITUTUTT o• UES Technician: Tristin Kegler Date Tested: 11/06/2017 TvDe of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor Test Maximum Dptimum Field Dry Field Soil Native D epth Pass No. Location of Test Density Range ( Pcf) Moisture Density Pcf) Moisture I Compaction I inch) or Fail 6 East Footer 0-1 ft 106,8 10.6 1071 5.2 100 N/A Pas 7 South Footer 1-2 ft 106,8 10.6 1091 63 102 N/A Pas 8 West Footer 1-2 ft 106.8 10,6 106.3 7.9 100 N/A Pas, 9 Southwest Corner of Pad (TOF) 1-2 ft 106.8 10.6 110,9 9.0 104 N/A Pas: 10 Northeast Corner of Pad (TOF) 2-3 ft 106.8 10,6 109,8 6.5 103 N/A Pas! r— , c f , f, i ; - 1, , — , 4 , , - I - —*, 0;n - f, I I _;, — — , 11, - 6- -+ Phew ew0' J, G- , —4 — , — 1, — , , ti — —^ 4e , — — , f, —;4-4 n P— v.F,4- - P; , I n — — '+' , -" - , , , - Ge '*' , - 'J , , #h - ;- , # ;- - 7 - 512 50, DF CRIPTION AS FZIRINTISTIFO: Lot 55, WYNOHAU PRESERVE, as recorded in Plor Book 811, Pcqes 9-3S through 102 of the Public Records of Serr;noie County, Ficrida. BOUNDARY FOR/CERTIFIFI) TO: Park Square Erterp.rises, LLC (a Delaware Corporation); W;jnderweedle, Haines, Word & Woodman, PA; Attomeys' -5t,e Insurance Fund; Bank of America REMAINDER COT 4, PALMER'S SUB P.B2, PACE Al) JV 89'51 *11 " E 4- 75. 00' S LOT 55 2. 50' 12. 50' 1 0' FENCE EASEMENT 32. 02' 31,90, 12, 50 72. 50' 25. 20' 0, UTI ESVT0 TRACT E ANDSCAPE & WALL QZi ry Q, 9 S 89'4 051 " W P, 75. 00' A. L, ET P-A-KS AS FURM'SHED lROW - 25'(* ' I 1 0 REAR26" Alp S, OF a75' (40' L071' UE CROUSE 1ANY, S/- E S7REE' - 25* (6C' & 715' LOT) 'PRIVATE ROAD)('wl OTH VARIES) 55' (' 40' LOT) 25' FR,:N' 5E76ArK CAN BE RFOUCE-1 2D GN CERTAIN LOTS, NO MCRE THAN 2,- 114 SLICCEss;GN AT 20' AND A WMMUM PLO' PLAN AREA CALCULA71QNS OF ( 2) IN SUCCESS ON AT 25' 70-At t 07 A EA 8,638 1 SOUITRE FEET 0, 10SED FINSEO SPOT GRAPE cLEVAPONIS I`(ATVIORK ON/OFF LOT -- TOTAL A VA 6691121- Y90 RE ZT 7ON/PAY' 2,778 .t SQ,Apf. TLE7 'E ' ITS I- 'QU I 7E FRIRMNACEPLAN,- I 2'All FEET 1101INDA7 WALKS 421,3755- 417 ± SQUARE FEET RATIO A f-- PROPOSED 'A REAR 17 S UAPE QZ A 0MONTPORCHDECK97SFE17 01) GRAVING TYPE V9, 5,5161329 - 5,845 1 SQUARE FEET POOL DECK NIA 1 S06AP, EFl PROPOSE-' F, F PER PLANS 29.9, SIDEWALK AND 4TREL7 LOCA71ON 1AKEN FROP PLANS PROVIDED Sy IVENI NOT F cl,o "PorEo SF1VJlEKTR---SC07TT & ASSOC., lzVC. - 1AND SURVLk,' V-R,151 5400 ORLAIM, FL, 32807 pa- % I Nl - E COLONLAL DR. (407)-277-32j2 FAX (407) -656-14,3 F FIE— Tlpl, I NOTES: N7 — 4— C — - STANDARDS I P.CACF R 0, A 22. m --l— L aX UIPEP-- — I— —T DAR S` WETO I Sr ID -- --- — 11 I — FL—VR ROW115i`D GAPE UP— "I I- m /— O,6 A., : --I. Z Ilm`iOO "UOM-ED WITH SA,QPs RONiw`R .0 ORO"N- R45O, Nm M n`R w - w1l. A'r N-1 — ELF w ll,RMS TOI. -1OY Nrpmw NWm ROPE F*Rw 0 M111SAW "I TRE WRKICIR WOE .1 RE 0- 0- 1-11 T, r., Bmm':" &L Nh -ITEII OR EASZNE17S TKIT llm "w PROPER,(, IVINT w ' ORgAWOI RUE D- —.1 RITEI mmR — 11. 0105 W:. O Lilt MP Z 6 PK ARED MR W E R FT Or MORE COM17V TO MO SOOVO 101 RE ftl" I'll 61 11-- I -oclvcl v RIX. Or - RE TO XMOI$m IER PTV RI; Mi=prvM1v DN. AF p"AAS-S $I - ml 'a 7, ROANC,% ME 6AS&V ASSURED FVY Alkl IN VIE ONE SDOWN AS SASC POARIJN (8,0) nA- WAz " 1 8, C.ISVADONS fF SHO, Mr AASB) OR MrIONN, aCOPETIC WRO' IURIM OF WS UNUESS OAERtYISC NO, w L. I - L 9, NTRO-F OF AIAV0RIZA;iWN Na, 4596 Mlcl- CALE a 20-1 DRAWN a' rw, CERTIFIED BY: 010E1PuE 1 0, PLOT PLAN 05- 7 7 -2017 3761-77 RFVO3E0 PLOT PGRN (DRIVEWAr) 08-!4--2017 FOWEICARD FOUNDAPONIELEYS, 11-01-17 - NORTH 1- 1) EAR FLOOD PLANE A PE '`FIRM'S, f 47J4 1 OAMC:3 SCV T, S j 4,907 TH;S DOES IM -s WITH'IO 1 MAP j 1II7C0090 F (09-213-07) IMMMMEM Documented Construction Value: Job Address: 9,? kok Rk&.k 613U,sQ U! A Historic District: Yes [I No [I Parcel ID: Residential X Commercial 0 Type of Work: New 9 Addition 11 Alteration El Repair D Demo El Change of Use Move 1:1 Description of Work: Plan Review Contact Person: Phone: Fax: Property Owner Information WN Name Phone: Street: "52,66 Vkv*Aa-v\ 20c) Resident of property? City, State Zip: C>1 VCIAN-14-- Name DyVK<! Phone: Street: Fax: A61 U2,9 9`Wl State LicenseCity, State Zip: Y9 1 Mv_ Name: Street: City, St, Zip: Bonding Company: Address: Fm =1F Phone - Fax: E-mail: Mortgage Lender: Address: WA,XnRIG T0_OWftEX'_.Y4VU"4W1LURE— TV 1, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE P,ECORDED 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 perroit to do the work and installations as indicated. I certify that no work or installation has ds of all laws rcguLat'g construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date; 511, Edition (2014) Florida Building Code Revised; June 30, 2015 Permit Application N LC _k: In addition to the requirements of tins 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 per-mit 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., O)YPLJ,RIS AFFIDAVIT. I certify that all of the fore oing information is accurate and that all work will 3% be done in compliance with all applicable laws regulg *structipn and zoning, Signature of Owner/Agent Print Owner/Agent's Name MM Signature of'Notary-State of Florida Date Si uamrc of Contractor/Agent Vo 1 tA r\-Q— Print Contractor/Agent's Name EM M KELLY WEBSTER Notary Public ® State of Florida COMMISSIon # FF 978034 MY Comm. Expires Apr 4, 2020 Owner/Agent is — Personally Known to Me or Contractor/Af e—ffl-iT7'C"'FMTM Produced ID -- Type of ID Produced rD Type of H) BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical El Mechanical E] Plumbingo Gas[] RoofE] Construction Type: Occupancy Use: - Flood Zone: - Total Sq Ft of Bldg: in. Occupancy Load: # of Stories: New Construction: Electric - N of Amps Plumbing ® # of Fixtures Fire Sprinkler Permit: Yes SIMON APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes [] No [] WASTE WATER: Revised: June 30, 2015 Permit Application Revision [X City of Sanford Response to Comments 0 7 Building & Fire Prevention DivisionNVf Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit it 17-2547 Submittal Date 1 /24/18 Project Address: 2319 Blue Grouse Lane (Wyndham Preserve lot 51) Contact: Michelle Parkison Ph: 407-529-3135 Fax: own kwEol 2'17-11krEnnail:-mp ar(is on arkksu arehprnes.com J ra'amYTrades encompassed in revision: General description of revision: El Building 19 Plumbing Revised El I- I'lectrical El Mechanical 11 Life Safety El Waste Water ROUTING INFORMATION Department Approvals El utilities El Waste Water El I' lannin(y El Engineering mire Prevention El Buildino ft,z 1 MC Signature v j 5"14 10. 010 r5 4 visi® EX City of Sanford Response to Comments 0 Building & Fire Prevention Division EB Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit 9 17-2547 Submittal Date 215118 Project Address: 2319 Blue Grouse Lane ---(fly ndhAM-R[e rtr lc t 55) Ph: 407-529-3135 Pon91 Email: m arkison arks uarehomeI66 ko Trades encompassed in revision: El Building Ca Plumbing El Electrical Mechanical Life Safety El Waste Water General description of revision: Revised Plumbinq Riser ROUTING INFORMATION Department Approvals El Utilities El Waste Water El Planning El Engiueerino Fire Prevention Buildim-, -2 - k2 st,w t iFq'A-P lAccrise OnName 01- 4 patime NOW" D V olo, Cla: Ap z, 2 4 DESCRIPTION AS FURNISHED: Lot 55, WYNDHAM PRESERVE, os recorded in Plot Book 81, Mayes 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FORICERTIFIED TO: Charlie Frank Collier & Vasia Victoria Collier; Park Square Enterprises, LLC (a Delaware Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; FBC Mortgage LLC, ISAOA/ATIMA LOT 56 SET I R. im M I 11 REMAINDER LOT 4, PALMER'S SLID P.B, 2, PACE 41) N 89'51 11 " E 75. 00' 10' FENCE EASEMENT 32.02' LOT 55 6 COV'D. 06 =BRICKW 6 14.7' ui TINO STORY RESIDENCE FF-30.04' 9 3, O'xj. 0, AC PAD 12.50 COV'D. BRICK Q> 12.7' 12.50' 10.0, 20.7' 27,2 1 BRICKfWALKW BRICK DR. 26,53' 25,20' 5.20' 10, UTIL, a4' ESMT ON SEr 5' GONG. WALK LR. WALK S 89040'51 " W ENDS 7500' SET 12. 50' 0 o L6 12. 50' 35. 87' TRACT E LANDSCAPE & WALL 0. 13 788 SET N&D 4596 SETBACKS AS FURNISHED FRONT = 25'(A) REAR 20' SIDE 5' (40' LOT) 75' ( 60' LOT) UE CR 0 USE 1A 10' (75' LOT) _8L JVE SIDE STREET - 25' (60' & 75' LOT) PRtVATE ROAD)(WIDTH VARIES) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 8,6,38 ± SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ONIOFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS DRIVE 6691121- 790 ± SQUARE FEET FOUNDATION/PAD 2,178 SQUARE FEET PROPOSED DRAINAGE FLOW 'p WALKS 421,375= 4171 SQUARE FEET REAR PATIO 117 SQUARE FEET FRONT PORCH DECK 97 t SQUARE FEET LOTGRADINGTYPEAMODSOD5,5161329 - 5,845 1 SQUARE FEET POOL DECK NIA SQUARE FEET PROPOSED F.F. PER PLANS = 29,9' NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT * NOT FIELD VERIFIED I CRUSEiVffErER - SCOTT ASSOC, INC - LAjVD SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-,3232 FAX (407)-658-1436 P m PLAT PDA. a POINT ON "ME F FIELD TYP, TYPICAL NOTES" IP PRIC, MINT OF REVERSE CURVATURE I IRON PIPE IRON ROD P C, POINT OF COMPOUND CURVATURE 1 THE UNDERSIGNED DOES HEREBY ODDITY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE S47 TOM BY THE FLORIDA BOARD OF C. M. MONUMENT Rkl RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADA41NWWTK CODE PURSUANT TO SECTION 472,027. FLORIDA STATUES CU` CRCTE SETI.R. la, TA. ./#ED 4596 MX NON -RADIAL 2, UNLESS EMBOSSED WITH SURVrYOR'S SIGNATURE AND ORIGINAL RIDGED SM THIS SURVEY MAP OR COPIES ARE NOT VALID. REC, m RECOVERED V.P. WITESS NPOINT j THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RCSTRIC770 N S F. G.B. m PRINT OF BEGINNING CALL. a CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY.P. D.C.POINT OF COMMENCEMENT PAM. PERMANENT REFERENCE MONUMENT q FF, FINISHED FLOOR ELEVATION 4. No UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, CENTERLINE Klik MAIL A D SK ML, DO EDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R/ W RIGHT-OFIVAY BM.BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED To RECONSTRUCT BOUNDARY UNES, ESMT. m CASEMCHT S.S. BASE SCARING 7, O&ARINGS, ARE BASED ASSUMED DATUM AND ON INC LINE SHOWN AS WE REARING DLB.) DRAIN, - DRAINAGE S. ELEVATTENS, IF SHOWN, ARE RASED ON MPONAL BEDOETIC VERTICAL DATUM OF 1929, UNLESS OTHFITMASE NOISE, UTIL, m UTILITY CLFC., CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION N., 4,596, VDIFC WOOD FENCE C7' CONCRETE BLOCK SCALE I 20 ------- I DRAWN Oy,... 0' PZ' PAINT CURVATURE orPOINT GF TANGENCY D ccR77nED 6Y. DATE _&RDER No. DESCRIPTION R RADIUS PLOT PLAN 08-lT-2017 I - 7 7 L ARC IXNGTU D BELTA REVISED PLOT PLAN (DRIVEWAY) 09-14-2017 C CHORD CHORDBEARING NORTH FORMBOARD FOUNDATIONIELEVS. 11-0 1 - 17 4676-;7 FTNAL/ ELEVS. 04-19-18 2310- 6 THIS BUILDING\PROPERTY DOES NOT LJE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM TOM 11,,(D UEYER R.L.S. 4714 , ZONE ' XI MAP / 12117COORO F (09-28-07) DAMES SCOTT, R.L.R. IF 4801 0(4 Envelope Leakage Test Report 0 Blower Door Test) xrttae ov R402.4.1.2 Compliance Jurisdiction Permit 11-2547 Job information Builder: Oxunity:, Lot: y' Community: Address- VO % ASP- Loave- Unit: City: ", State: VL Zip: 3a-1-7 3 Air Leakage Test Results Passing results must be 7ACH(50) or less F Me-thg_d,fQEKa,-1 u-1atfdinO jpg-l)u Ig nne, y x60 + j _2ZZ _ _ _j_ _ 0 Retrieved from architectural plans CFM(50) Building Volume ACH(50) bde software calculated 21"A S S El FAI L 0 Field measured and calculated feit er initials If ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester, (Required) 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 I 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 551993(5) or (7), F.S. or individuals licensed as set forth in Section 489.1 05(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, Testing Company Company Name: --_ j5-jjgbjYQar&jUK-,—Phone; I hereby verify that the above Air Leakage results are in accordance with the Sth Edition Florida Building Code Energy Conservation requirements Section R402,4.1.2, Climate Zone I and 2. Date of Test: -519-D Signature of Tester: Printed Name of Tester: , 114 J —C-h ke-L C n: C. A License/Certification #: - qF 7- Issuing Authority: PT AQ \A)