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3959 Saltmarsh Lp 17-2883; NEW SFH1) _d ey 3 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 BUILDING APPLICATION #: 17-10000720 BUILDING PERMIT NUMBER: 17-10000720 3 DATE: October 03, 2017 iv UNIT ADnnvcc SALTMARSH LP 3959 17-20-31-502-0000-1800 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3959 SALTMARSH LP / LOT 180 SFR WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT _fZ RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: ' q NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT FLAY RESULT IN YOUP. LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 4-LAND MANAGEMENT 3-APPLICANT 2-FINANCE L NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE \\ SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'f'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 1 I Motu 111111111111111111111111111111111 GRANT MALO'fr SEIIINOLE COUNTY CLERK. OF CIRCUIT COURT 1, ('OnPTROLLERSK, 9017 Ps 1559 (1P9s) CLERY,'S 4 2017111089 RECORDED 11/02/2617 02:40:21 P11RECORDINGFEES410.00 RECORDED BY hdevora THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF 7COMMENCEMENT Permit Number. 11 n/ — v J Parcel 10 Numbor%O 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 desalption of the property and street address if available) Lot.0 Wyndham Preserve Plat Book 81 !Pages 93 102 3iS9 o1&anford. 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: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 v1 interest in property' Fee Simple Fee Simple Title Holdor (it 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 S. 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: 1MOC3J Cincinnati, OH 45227 7. Persons within the State or Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 6. In addition, Owner designates to receive a copy of the Lienoes Notice as provided In Section 713 13(1)(b). Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MACE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Vishaal Gupta, Executive Vice President Sprunn d Q.rur a Lnw. O.rch a Ln•n'• (Pa,l None ane Prong Squlay Tild011lee) waw/nag as en« ia-na•rmw,«nwa,ec•n State of ' County of /) The forogoi^^^ strulm on twDas ec ledgad boforo me this day of /`'J-._ by ""'-`'t Who Is personally known to me OR Nun• of person •vaMll•.'11 who has produced Identification 0 type of identification produced: /; i ARUMA BALA GOEL my COMMISSION k FF I S4106 EXPIRES December 14. 2016 i , --e- po) 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 4 Application No: 11' 2393 AqDocumented Construction Value: Job Address: 3959 Saltmersh Loop, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1800 ( Wyndham Preserve lot 180) Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkison()parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Name: Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: _ City, St, Zip: Bonding Company: Address: E-mail: Arch. 407-629-6711 Eng. 386-668-7606 Mortgage Lender: Address: YARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAI' 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 POUR 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 he inscribed with the date of application and the code in effect as of that date: 5"' Edition (20I4) Florida Building Code Revised June 30. 201> S 3 C) ``J t'ennu Application iMt NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law; FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and coning. Signature ofOv,;er/Agent Date Signature of Contractor/Agent Date Vishaal Gu Print 0%vner/Arlen Date t • : j qo;; MICHELLE PARKISON MY COMMISSION # FF 063452 EXPIRES: Octobor 30, 2017 Bondod Thru Notnry Public Undorwriinrs Owner/Agent is V Personally Known to Me or Produced ID Type of ID Vishaal G Print Contractor/At erii's Name 0 - / ignatur of Notary-S a pF;Rltt,,4a MICHEL PARKISON MY COMMISSION # FF 0 _J452AEXPIRES: Octobor 30, 2017 Bondod Thru Notary Public Undurwmur.^. Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingpZ Electrical 1 Mechanical91 Plumbingo Gas[] Roof VConstructionType: 6 Occupancy Use: Flood Zone: X-51 Total Sq Ft of Bldg: %2214 Min. Occupancy Load: (2, # of Stories: z i New Construction: Electric - # of Amps f Z>0 Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No W( # of Heads APPROVALS: ZONING: Ao -) UTILITIES: ENCINFFRIN6.: WTC 10-ot-ZOt1 FIRE: Ok to construct single family home COMMENTS: with setbacks and impervious area shown on plan. .31. 0'lo A'wAP, Mao svnaavice-a, GL Fire Alarm Permit: Yes Nog WASTE WATER: BUILDING: - t 7 Revised Junc 30.2015 Permit Application CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: 2,$93 t,-;__._._ . ___._. Documented Construction Value: $ 150,537.00 Job Address: 3959 Saltr>s rsh Loop, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1800 ( Wyndham Preserve lot 180) Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkison-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 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 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with -local -ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. T Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Print Owner/ MICHELLE PARKISON MY COMMISSION N FF 063452 EXPIRES: Octobor 30, 2017 8ondod Thru Notary Public Undorwdlors D9 2 Date Vishaal Gu to Print Contractor/Aee is Name of D F/-;i-P// MY COMMISSION # FF 063452 EXPIRES: Oetobor 30, 2017 Sondod Thru Notary Public Undorwrito s Owner/Agent is V 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 Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Pv-l% WASTEWATER: ENGINEERING: EME: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management 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: 3959 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1800 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2883 Reviewed by: Michael Cash, CFM Date: October 9, 2017 I Application for Paved Driveway, Sidewalk or 0Walkway Including Right -of -Way Use & F- 1877Landscaping in Right -of -Way www. santordn.gov 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 Kmww,arsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beforeyoadig. 1 Project Location/Address 2 Proposed Activity. X Driveway Walkway Other: 3 Schedule of Work 4 Brief Description of Work Start Date Completion Date Construction of new driveway for new single family residence This application is submitted by: PmPerty Owrier. J , J _ n Signature: U•rI EN&" Address. 5200 Vineland Rd Su v Phone: ( 407) 529-3135 Fax: FL 32811 Print Name: Vishaal Gupta Emergency Repairs Email, mparkison@parksquarehomes corn Date / O Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove. relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the nght-of-way to its previous condition. the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, it necessary, file a lien on the Requestor' 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 councilpersons, agents, servants. or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct. indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable 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 read rid nde stand t abov statement and by signing this application I agree to its terms. JAJSignature: ` 111001111MDate: 49 ThVperlwt shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date Official Use Only Application No- Fee Date. Reviewed: Public Works Date Utilities A Date Approved: Engineering Date. Site Inspected by, Special Permit Conditions - Date November 2015 ROW Use Driveway pol LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: IL / I hereby name and appoint David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 8-- The specific permit and application for work It: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange at: 12/31/17 The foregoing instrument was acknowledged before me this y4iay of 20X 7 , by Vishaal Gupta who is Xperso ally known to me or who has produced as identification and who did (did not) take,4n%oath. 1 Notary Sea[) EEA-11 MICHELLE PARKISON COMMISSION # FF 063452 XPIRES: October 30.2017 od Thni Notary Public Underwrltnre Rev. 08.12) Sfgnr- 6ture Print or type name Notary Public - State of Commission No. UP345 a My Commission Expires: /o•3d•ao/"7 Paae 1 of 1 THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park, FL 32789 IIIII IIIII IIIII Illli IIIII IIIII IIII fill iik'A41T t:ri Y "•itiQ;.E i Rl: OF : ii ('i iT COURT (OMPTROLLEF GLERK'S 2017(:7;301 F'E-*0F'C•_0 ii3/i-:/2017 :iy:4ii::_ all i1E-D DO' TA;.. ? eiib.iiii FEE g_`..,A; SPACE ABOVE THIS LINE FOR RECORDING DATAJ---------- - — --- — SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of August, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27. North Surnmerlin Avenue, Orlando, FL 32801- Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall not serve to reimpose same. Book8965/Page144 CFN#2017078301 Page 1 of 4 http://officialrecordsbv. seminolec ierk.orQ/BrowserV i eNN,/ 8/24/201 7 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: U Print Name-Sa-LE t? S '— ff) Print Name: R. Travis Reutz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: Ro ert tkiss itRepresentative t{ The foregoing instrument was acknowledged before me this 2 7 day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL'C, a Florida limited liability company, on behalf of said entity. He is personally known to me or has—pFedu Ica io . owars: wy a o 9r,,, nwMouryvWkudw+ir. Book8965/ Page145 CFN#2017078301 Notary Public, State of on a Seal) Page 2 of 4 http:// officialrecordsbv.seminoleclerk.orc,BrowserView/ 8/24/2017 Paae 1 of 1 Exhibit "A" Legal Description Lots 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 1431 144, 149, 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Page146 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.orQBrowserV iew/ 8/24/2017 0 PaQe l of 1 Exhibit "B" Permitted Exceptions I . Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot l 13). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book8965/Page147 CFN#2017078301 Page 4 of 4 http://officialrecordsbv.setninoleclerk.org/Bro,A,serView/ 8/24/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD C_,„.•as`` 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please to onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER M-MMIK11111111-710 850) 487-1395 STATE OF FLORIDA j DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CRC1330351 ;-IS'SUED`.. 07/28/2016 CERTIFIED RESIDENTIAL,C_ ONTRACTOR GUPTA, VISHAAL-S,:,_ PARK SQUARE HOMES IS CERTIFIED under the provisions of Ch.489 FS. E-Pealion dale : AUG 31. 2018 L1607280002100 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The RESIDENTIAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD' SUITE 200 ORLANDO FL32811 L..j L_— ISSUED: 07/28/2016 DISPLAY AS REQUIRED BY LAW Ir r1I- ` 5 SEQ # L1607280002100 or CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DO/YYYY) 6/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown 6 Brown of Florida, Inc. 2290 Lucien Way Suite 400 Maitland FL 32751 C. NAMACTJulie Rwack PHONE ( 407) 660-8282 'FAX CNo, (407)660-2012 AODResS• jkwack@bborlando.com INSURERS AFFORDING COVERAGE NAIC 0 INSURERA: Onited Specialty Insurance Co. INSURED Park Square Enterprises, LLC, DBA: Park Square Homes 5200 Vineland Road, Suite 200 Orlando FL 32 811 INSURERB: Travelers Casualty Co. 41769 tNSURERCAmerisure Mutual Insurance Cc 23396 INSURER DNavi ators Specialty Insurance INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:CL1753111504 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN$ R TRTYPE OF INSURANCE A B POLICY NUMBER POLICY EFF MMIOIYYYYPOLICY EXP MMIDOLIMITS E COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE I S 1,000,000 A CLAIMS -MADE X OCCUR DAMAGE e f 300,000 MED EXP (Any one person) Excluded ATAKTL17104106/1/2017 6/1/2018 PERSONAL 6 ADV INJURY S 1 , 000 , 000 GEN' L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 2,000,000 POLICY a JE T LOC PRODUCTS -COMP/OPAGG S 2,000,000 BI / PO adnior Personal 6 Ad f OTHER. AUTOMOBILE LIABILITY COMBINED B acadenlSINGLE LIMIT S 1,000,000 BODILY INJURY (Per person) S ANYAUTOBALL OWNED SCHEDULED AUTOS OS IBA-BB637451-17-SEL 6/1/2017 6/1/2018 BODILY INJURY (Per accident) PR PERTY DAMAGE Per acaoent S NOOWNEDHIRED AUTOS AUTOS PIP - Bast. 10,000 UMBRELLA LIAR HOCCUR EACH OCCURRENCE S 5,000,000 AGGREGATE S,000,000 ABEXCESSUABCLAIMS -MADE BTN1743932 DIED I X I RETENTIONS 0 S 6/1/2017 6/1/2018 WORKERS COMPENSATION PER OTH- XTATTERANDEMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECLMVE E.L EACH ACCIDENT S 1,000,000 EXCLUDED? NIA AE L DISEASE - EA EMPLOYEE 1,000,000 CMnda (MandatoryIn NH) WC21OS269 6/1/2017 6/1/2018 E. L. DISEASE - POLICY LIMIT f 1,000,000 Mo"Yes. describe under StRIPTIONOFOPERATIONSbelow A Excess Liability BUN1710005 6/1/2017 6/1/2018 Each Occurrence $4,000,000 4M xs of $SM Aggregate $4,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space is required) Exess Liability - $5M RS of $9M Carrier: Navigators Specialty Insurance Company Policy fi: IS17EXC810641IC Effective: 6/1/2017 to 6/l/2018 Limits: Each Occurence or Event - $5,000,000 CFRTIFICATF HOLnFR CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford P. O. Box 1788 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford, FL 32772-1788 AUTHORIZED REPRESENTATIVE T D'Avanzo, CPCU, CPA 1988- 2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 rxndatt Additional Named Insureds Other Named Insureds East Red Bug Road Development LLC Limited Liability Company, Additional Named Insured Park Square Dellagio, LLC Limited Liability Company, Additional Named Insured Park Square Enterprises, Inc. Corporation, Additional Named Insured Park Square Homes Doing Business As OFAPPINF (02/2007). COPYRIGHT 2007, AMS SERVICES INC COMMENTS/REMARKS General Aggregate - $5,000,000 Products Completed Operations Aggregate - $5,000,000 Inland Marine Carrier: Amerisure Mutual Insurance Company Policy #: IM2105271 Effective: 6/1/2017 to 6/1/2018 Limit: Rented/Leased Equipment - $40,000 Max Limit Any One Item Deductible: 1,000 per Occurrence OFREMARK COPYRIGHT 2000, AMS SERVICES INC. I REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 1'1. ?_4sg3 Address: t, BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 V Frame 60 Insulation Rough In 70 J Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 v Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 14 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 8X4 35 dm EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW-= Vent.to_Wall_ _ _ - 1 DV = Dryer Vent RV = Range Vent Lineset Chase Condensate IO = Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job #: Lot 180 Sundance B LHG - S Performed by LF/RI for: Park Square Homes Sanford, FL Level 2 8X4 I 42 dm II u I I I Zgneoamper 1.1T ZkreDanper2.1z Bypass Dwper - ur I I I One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.00m 24X18 RA Scale: 1 : 91 Page 2 Right -Suite® Universal 2017 17.023 RSU16202 2017-Aug-2210:43a5 ptot 139 Sundanos B LHG - Krup EF Job M Lot 180 Sundance B LHG - S Performed by LF/RI for: Park Square Homes Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.00m Sup Riser 12" Scale: 1 : 91 Page 1 Right-SuihA Universal 2017 17.023 RSU16202 2017-Aug-2210:43:54 Lot 139 Sundance B LHG - Krup RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 180 Sundance B LHG - S Builder Name: One Stop Cooling and Heating Street: 3959 Saltmarsh Loop Permit Office: Seminole 8City, State, Zip: Sanford . FL . Permit Number: 1 % - 2 8 3 (SANFORD Owner: Park Square Homes Jurisdiction: (S)O Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) R% c 1. New construction or existing New (From Plans) 9. Wall Types (2335.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R-11.0 1197.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 252.00 112 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1054.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1054.00 ft2 6. Conditioned floor area above grade (W) 1730 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A R. ft2 11. Ducts R ft2 7. Windows(181.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 a. U-Factor: Dbl, U=0.55 105.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 12.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1730.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 756.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 676.00 ft2 None c. other (see details) R. 298.00 112 15. Credits Pstat Total Proposed Modified Loads: 55.14 Glass/Floor Area: 0.105 PASSTotalBaselineLoads: 57.76 1 hereby certify that the plans and specifications covered by Review of the plans and S7,4. this calculation are in compliance with the Florida Energy specifications covered by this oHE FOB Code. (Digitally signed byMichael calculation indicates compliance rij 4. v 3aa N OMichaelConwaycanwaywiththeFloridaEnergyCode. f- nor„•. •' _` 0716092017fOae: ..32:29 -04 00' PREPARED BY: Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 1 hereby certify that this buildg, Florida Statutes. 4A with the Florida Energy C COD WE' OWNER/ AGENT: BUILDING OFFICIAL: DATE: G DATE: 7-1-7 Compliance require ertification by the a1 handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed ce 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. 90/ 2017 4:46 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 180 Sundance B LHG - S Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1730 Lot # 180 Owner: Park Square Homes Total Stories: 2 Block/SubDivision: Wyndham Homes of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 180 Street: 3959 Saltmarsh Loop Permit Office: Seminole Cross Ventilation: No County: Seminole Jurisdiction: 69/5 -P0 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1730 15796.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 756 7030.8 Yes 0 1 Yes Yes Yes 2 2nd Floor 974 8766 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 110 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 188 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 95 ft 0 756 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 676 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1179 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1054 f12 N N 9/7/2017 4:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1054 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it C)rnt TA Wall Type Space A-Val-le Et in Ft In Area R.Vql-,o Fraction AKqnr Grade% 1 N=>S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 112 0 0.25 0.8 0 2 N=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.8 0 3 E=>W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 4 E->W Exterior Concrete Block - Int Insul 1 st Floor 4.1 24 6 9 4 228.7 ft2 0 0 0.8 0 5 S=>N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 S=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 W=>E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 8 W->E Exterior Concrete Block - Int Insul 1 st Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0 9 SE Garage Frame - Wood 1st Floor 11 27 0 9 4 252.0 ft2 0 0.25 0.8 0 000Rs Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N=>S Insulated 1 st Floor None 39 3 8 24 ft2 2 -=>SE Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => chancled to As Built rotated 180 degrees), Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n=>S 1 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 e=>W 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 e=>W 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 s=>N 5 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 s=>N 6 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None 6 S=>N 6 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 8 ft 0 in 1 h 0 in None None 7 w=>E 7 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 it 0 in Drapes/blinds None 8 W->E 8 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 439 ft2 439 ft2 64 ft 9.3 ft 1 9/7/2017 4:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 1843 101.18 190.28 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- V # Location R-Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 346 ft2 Attic 86.5 ft2 Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cool in j( j Jan ((j Feb Id Mar Heating [ Jan f Feb Mar Ventin [ j Jan [ j Feb Mar Ceiling Fans: Ao r I Ma [XJ Jun jX Jul jXj Au e j Oct W Nov A pr May [ ]Jun j j Jul j j AuJISSep ]Oct Nov r May [ ] Jun [ ] Jul [ ] Aug Se [XJ Oct Nov j j Dec X] Dec J Dec 9!7/2017 4:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM RAnr%-9niA Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/7/2017 4:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole uilding Performance and Prescriptive Methods ADDRESS: 3959 Saltmarsh Loop 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 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air 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 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 98/2017 4:41 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41 •C) or below 550F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/7/2017 4:41 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 400F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirety inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9M2017 4:41 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 3959 Saltmarsh Loop, Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1197.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2 3. 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 Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1054.00 ft2 6. Conditioned floor area (ft2) 1730 b. N/A R= ft2 7. Windows" Description Area c. N/A R. ft2 11. Ducts R ft a. U-Factor: Dbl, U=0.55 105.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 SHGC: SHGC-0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 12.00 f12 a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0.233 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 756.00 ft2 a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 676.00 ft2 c. other (see details) R= 298.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final ' sp tion. Otherwise, a new EPL Display Card will be completed based on installed Co a combliant features. 1-9 Builder Signature: Address of New OS1 //,) 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. 9/7/2017 4:46 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating 7225 Sardscove Cool, W irter Park FL 32792 Pr ore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg oom License CA0032444 For: Park Square Homes 3959 SMtmarsh Loop, Sanford, FL Notes: Job: Lot 180 Sundance B LHG - S Date: 09/07/2017 By. LF/RI/MC Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17392 Btuh Structure 14018 Btuh Ducts 2364 Btuh Ducts 6754 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 19756 Btuh Use manufacturer's data n Rate/swing multipplier 0.97 Infiltration Equipment sensble load 20231 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2343 Btuh Ducts 1381 Btuh Central vent (0 cfm) 0 Btuh Heating Cool79g none) Area (ff2) 1795 5 Equipment latent load 3724 Btuh Volume (ft3) 16378 16378 Air changes/hour Equiv. AVVF 0.50 026 136 71 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 23955 2.2 Btuh cfm) total capacity at ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF BddUaic values have been manua0y overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Sep-071635:11 RigN-SUWS L riversal 2017 l7 023 RSUr 6202 Page 1 f darce B LHG - Sto11 a0 Surdame 8 LHG - S rip Calc - Ml6 From Door laoss: S wrightsof - Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court W irrer Park FL 32792 Kara: (407) US - 6920 Fax: (407) 629.9307 Web wwwOreStopCooirg com Lioense: CAC032444 Jab: Lot 180 Sundance B LHG - S Date: 09/07/2017 By: LF/RI/MC 1 Room name Entire House FOY 2 Exposed well 2275 it 5.0 e 3 Room heigh 9.1 II d 93 ft heatkml 4 5 Room dmensions Room area 1794.8 IP 55 x 165 11 90.8 fF Ty Consinxton U-value Or HTM Area (fF) Load Area (fl) Load number Bt jhM -°F) BbjW or perimeter (I) Btuh) or permeter (I) BWh) Heat Cool Goss NAS Heat Cool Gass NrP/S Heal Cool 6 1A! 12B-09N 0.097 n 253 222 270 240 608 676 0 0 0 0 f 4A5-2om 0.550 n 1435 13AI 30 0 431 402 0 0 0 0 1ql I 13A-40cs 0.143 n 3.73 2.90 84 60 223 173 47 23 84 65 i i IIDO 0.3W 0. 097 n a 10. 18 253 1227 2. 82 24 329 24 310 244 784 294 872 24 0 24 0 244 0 294 0 VL12B- 0sw 4A5. 20m 4B5. 21n 0550 0540 a a 1435 14. 09 27. 44 29. 62 15 4 0 0 215 56 412 118 0 0 0 0 0 0 0 0 W 13A•40rs 0.143 a 3.73 2.90 228 228 850 660 0 0 0 0 Vjl I-- C 128- 09N 0.097 s 253 2.82 270 240 608 676 0 0 0 0 4A5. 20m 0.550 5 1435 1354 30 26 431 406 0 0 0 0 ILS13A- 40rs 0.143 s 3.73 2.90 279 185 690 536 0 0 0 0 4A5. 2DM 0.550 s 1435 1452 30 0 431 436 0 0 0 0 4A5- 2ornd 0580 5 15.14 15.90 64 64 969 1018 0 0 0 0 t128. 05w 485. 21n 0. 097 05Q w w 253 14. 09 2. 82 29. 62 329 325 0 822 56 914 18 0 0 0 0 0 0 0 0 G13A• 40cs 485. 21m 12C- 09w 0. 143 05Q 0. 091 w w 3. 73 14. 09 2. 38 2. 90 29. 62 151 288 4 256 284 0 234 1061 56 557 823 118 353 0 0 33 0 0 33 0 0 77 0 0 49 L- D 11 DO 16B• 30ad 03W 0. 032 n 10.18 O, 84 1227 1. 76 21 1046 21 1046 217 873 262 1838 0 0 0 0 0 0 0 0 CF 19A-Obecp 0295 2Z9 2.04 108 108 312 220 0 0 0 0 F 19C-19c= 0.049 0.44 031 189 189 84 59 0 0 0 0 F 22A•ipm 1.180 30SO 0.00 748 95 2910 0 91 5 154 0 6 c) AED exansion 0 8 Envelope losslon 13488 11387 560 400 12 a) Infiltration 3903 1431 87 32 b) Room ventilation 0 0 0 0 13 Internal gains OmVaft@ 230 0 0 0 0 Applianoesbther 1200 0 Subtotal( lines 6b13) 17392 14018 647 432 Less external bad 0 0 0 0 Lew transfer 0 0 0 0 Redistribution 0 0 647 14 Subtotal 17392 14018 0 0 Dud loads 1 14°/ 48Y 2364 6754 14% 58 0 0 r Total room load I I 19756 20771 0 0 Air required (dm) 0 1160 1 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A ' wrightsoft' 2017•Sep-07 1695 11 Right- Srite9Unversal2017 17.023 RSU16202 Pape 1 rdarce B LNG - S*Lol 180 Svdaroe 8 LHG - SAP Calc - WUB Fron Door laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool Winter Park R. 32792 Phore: (407) 629. 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirgcom Licerse: CA0032444 Job: Lot 180 Sundance B LHG - S Date: 09/07/2017 By. LF/RUMC 1 Room name LATH STR1 2 F:.... well 37.0 A 225 f1 3 Room height 93 ft heatbod 93 ft heatkrod 4 5 Room dimensions Room area 1.0 x 2313 ft 2313 fF 4.0 x 185 ft 74.0 F Ty Construction U-value Or HTM Area (IF) Load Area (IF) Load number Bl uw-q 81uh" or perimeter (ft) B4uh) or perimeter (II) B4uh) Heat Cod Gross NAS Heat Cod Gross NPP/S Heat Cool 6 W 12B-(bN 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4A5-2om 0550 n 1435 13AI 0 0 0 0 0 0 0 0 Vjl p 13A-40 s 0.143 n 3.73 2.90 0 0 0 0 37 37 139 108 11 DO 03W n 10.18 1227 0 0 0 0 0 0 0 0 F-G 11 128-0sw 0.097 a 2.53 222 0 0 0 0 0 0 0 0 4A5.2om 4135-21rn 0.550 0540 a a 1435 14.09 27.44 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G W 13A-4os 0.143 a 3.73 2.90 74 74 278 215 0 0 0 0 1ql 12134bN 0.097 s 253 2.82 0 0 0 0 0 0 0 0 I--G 4AS-20m 0550 s 1435 1354 0 0 0 0 0 0 0 0 13A-40fs 0.143 s 3.73 2.90 153 123 461 357 0 0 0 0 4A5.2om O.Sw s 1435 14.52 30 0 431 436 0 0 0 0 4A5.20md 0580 s 15.14 15.90 0 0 0 0 0 0 0 0 12B-Osw 465-21m 0.097 0540 w w 253 14.09 2.82 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 4135.21n 12C-09w 0.143 0540 0.091 w w 3.73 14.09 238 2.90 29.62 151 116 0 0 116 0 0 434 0 0 337 0 0 172 4 0 168 0 0 627 56 0 487 118 0R 11DO 03W n 10.18 1227 0 0 0 0 0 0 0 0D C 166.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A43scp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19= 0.049 0.44 021 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30SO 0.00 231 37 1140 0 74 23 693 0 6 c) AED excursion 16 38 Envelope bss n 2742 1361 1515 751 12 a) IntilMon 647 237 393 144 b) Room ventilation 0 0 0 0 13 Internal gains: Ooouparns@ 230 0 0 0 0 AppliarmsWver 01 1 0 Sublotal(lines 6b13) 3390 1599 1909 895 lessextemal bad 0 0 0 0 Lesstrarder 0 0 0 0 RedigAbubon 2096 1020 1909 895 14 Subtotal 5486 2619 0 0 15 Duct loads t4°/ S6Y 772 1453 14°/ 560/ 0 0 Total room load 6258 4072 0 0 Air required (dm) 0 227 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightSofY 2017•Sep-071 Flight-Srite®Uriversal201717.023 RSU16202 Page 2 rdarce 8 LHG - SrLol 180 Sudarce 8 LHG - S.r1p Calc a MI6 Frore ODor faces- S wrighttsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cot A, Wirier Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg oom Uoerse: CAC032444 Job: Lot 180 Sundance B LHG - S Date: 09/07/2017 By- LF/RI/MC 1 Room name K1r DIN 2 Ewell 0 A 265 A 3 Room height 93 A heatbod 93 A heatbool 4 5 Room dmensors Room area 1. 0 x 183.4 A 183A IF 1. 0 x 142.6 A 142. 6 IF Ty Car oudon U-value Or HTM Area (W) Load Area (if) Load number BtrhAR g BtuhAq or perimeter (A) Strh) w perimew (A) Bnih) Heat Cod Gross NIPS Heal Cool Gross NAPS Heat Cod 6 W C 1284) sw 0.097 n 2.53 2.82 0 0 0 0 0 0 0 0 4A5- 2om 0.550 n 1435 13AI 0_ 0 0 0 0 0 0 0 y/ 13A-4os 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 11DO 12B- 09w 03M 0. 097 n a 10. 18 2. 53 1227 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 4B5- 21m 0550 0. 540 a a 1435 14. 09 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 a 3.73 2.90 0 0 0 121 121 451 350 yl a 12B• 09w 0097 s 253 2.82 0 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 14.35 1354 0 0 0 0 0 0 0 0 13A- 40rs 0.143 s 3.73 2.90 0 0 0 0 126 62 230 178 4A5. 2om 0.550 s 1435 14.52 0 0 0 0 0 0 0 0 4A5. 2omd 0.580 s 15.14 15.90 0 0 0 0 64 64 969 1018 pI G 12B- 0sw 4B5. 21m 0. 097 0S40 w w 2. 53 14A9 222 29. 62 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 pI G 13A- 406 4B5. 21n 12C- 09N 0. 143 0- w 0. 091 w w 3. 73 14A9 238 2. 90 29. 62 151 0 0 191 0 0 169 0 0_ 402 0 0 255 0 0 0 0 0 0 0 0 0 0 0 0 R11 DO 0.3W n 10.18 1227 21 21 217 262 0 0 0 0 DC 166-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0295 229 2.04 0 0 0_ 0 0 0 0 0 F 19C-19c= 0.049 0.44 031 0 0_ 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 183 0 0 0 143 27 816 0 6 c) AED excursion 32 32 Envelope bs/gain 619 484 2466 1514 12 a) Irt6"on 0 0 463 170 b) Room uentiladon 0 0 0 0 13 Internal gains: Oonlpants@ 230 0 0 0 0 Appliarbesibitier 1200 0 Scbtotal pines 6 to 13) 1619 1684 2929 1684 Lessexv" W bad 0 0 0 0 Lesstarlsfer 0 0 0 0 Redistribubon 460 307 0 0 14 SU3101W 1079 1992 A 1684 Dud bads 14% 569/ 152 1105 140% 561/ 412 935 r Total room bad 1231 3097 3342 2618 Air required (dm) I0 173 1 1 0 146 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. AM - Fk wrightsaft- agK-SUWOUriversal201717.023 RSU16202 2017- Sep-071635:11 Pape 3 rdarce B LHG - Stot 180 Slydaroe 8 LHG - S.np Cali:a MJ8 FroDoo r or faces: S wrighttsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscooe Coup, W irter Parr FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreSropCoolirg oom License: CA0032444 Job: Lot 160 Stmdance B LHG - S Date: 09/07/2017 By. LF/RAMC 1 Room name POW WED 2 Elposed well 35 If 27.0 1f 3 Roomheigtu 93 ft heattod 9.0 ft heatbool 4 5 Room dimerlsiorls Room area 75 x 35 ft 263 fF 14S x 125 11 1823 fF Ty Construction U-value Or HTM Area (t) Load Area (fF) Load number BbAML-F) 86rh" or perimeter (ft) Bluh) or perimeter (ft) Bluh) Heat Cod Grass N/P/S Heat Cod Gross NPP/S Heat Cool 6 W f 12&O9w 0.097 n 253 222 0 0 0 0 0 0 0 0 4PS2om 0550 n 1435 13AI 0 0 0 0 0 0 0 0 y13A-40 s 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 11 Do 1213-09N 0.3W 0.097 n a 10.18 253 1227 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-20m 0550 a 1435 27.44 0 0 0 0 0 0 0 0 465.21m 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 a 3.73 2.90 33 33 121 94 0 0 0 0 yl 126-09N 0.097 s 253 222 0 0 0 0 131 101 254 283 4A5.2om 0550 s 1435 13.54 0 0 0 0 30 26 431 4060 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om WSW S 1435 14.52 0 0 0 0 0 0 0 0 4A5.2omd 0580 s 15.14 15.90 0 0 0 0 0 0 0 0 1pl L-- G 12B-0sw 485.21n 0.097 0540 w w 253 14.09 2.82 29.62 0 0 0 0 0 0 0 0 113 0. 113 0 285 0 317 0 tyJ 13A-40as 465-211n 12C-09w 0.143 0540 0.091 w w 3.73 14D9 238 2.90 29.62 151 0 0 33 0 0 33 0 0 77 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 6 f? T-D 11 DO 1613-30ad 03W 0.032 n 10.18 034 1227 1.76 0 0 0 0 0 0 0 0 0 181 0 181 0 151 0 319C F 19A-Cbecp 0295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19cscu 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 30.80 0.00 26 4 108 0 0 0 0 0 6 c) AED excursion 3 25 Ernelope bsstain 307 140 1121 1300 12 a) Infiftion 61 22 457 168 b) Room oenfilafion 0 0 0 0 13 Internal gains: Ooo pantss@ 230 0 0 0 0 Applianoesbther 0 0 Scblolal (fines 6lo 13) 368 163 1578 1468 Lessextemal bad 0 0 0 0 LesstransW 0 0 0 0 Redistribubon 0 0 273 284 14 Sublolal 368 163 1851 1752 15 Dud bads 141/ 56°i 52 90 13% 420% 240 735 Total room bad 420 253 2091 2497 Air required (dm) 0 14 1 1 0 139 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. A. 4ird- wrightsott' Right-Sute®lhiversa1201717.023 RSU16202 2017-Sep-071635:11 A Page 4 rdance 8 LHG - Stot 180 Svdaroe 8 LNG - S.rp Calc a M18 Frort Door paces S wrightsofV Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsome Carl. Winter Park FL 32792 Ptcre: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreSlopCoolirgcom Ucerse: CA0032444 Job: Lot 180 Sundance B LHG - S Date: 09/07/2017 By- LF/RI/MC 1 Room name MWIC MrOI 2 Elposed wall 85 8 11.0 4 3 Room height 9A II heatbool • 9A a heatkml 4 5 Room climensons Room area 1 A x 54B I1 54B fF 7A x 4A II 28.0 1F Ty Conwwion U-value Or HIM Area (IF) Load Area (IF) Load number Ebjw°r) BUMM or perimeter (I) 8nrh) or perimeter (11) BWh) Heat Cod Gross NAS Heat Cool Gross WP/S Heat Cod 6 W 128•09w 0.097 n 253 2.82 0 0 0 0 0 0 0 0 f5 4A5.2om 0550 n 1435 13A1 0 0 0 0 0 0 0 0 Vjl O 13A-40rs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 1100 12B-09w 0390 0.097 n a 10.18 253 1227 222 0 0 0 0 0 0 0 0 0 36 0 36 0 91 0 101 V6 4A5.2om 485.2hn 13A-40cs ow 0540 0.143 a a a 1435 14A9 3.73 27.44 29.62 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Wl G 128•09w 0.097 s 253 2.82 77 77 194 216 63 63 159 178 4A5-2om 0550 s 14.35 1354 0 0 0 0 0 0 0 0 VpJ 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 s 1435 1452 0 0 0 0 0 0 0 0F-! C3 4A5.2omd 0580 s 15.14 15.90 0_ 0 0 0 0 0 0 0 1ql C 12B-09w 4B5-2hn 0.097 0540 w w 253 14A9 2.82 29.62 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 t-C 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 465.21rn 12C-09N 0.540 0.091 w 14.09 238 29.62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R 1-0 IIDO 168- 30ad 03W 0. 032 n 10.18 0b4 1227 1. 76 0 55 0 55 0 46 0 96 0 28 0 28 0 23 0 49 CF 19A•Obscp 0295 229 2.04 42 42 121 85 28 28 81 57 F 19C•19csoa 0.049 044 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30SO 0.00 0 0_ 0 0 0 0 0 0 6 c) AED excursion 8 9 B- 4opelcss/gain 360 389 355 377 12 a) In6laation 144 53 186 68 b) Roan oen6lation 0 0 0 0 13 hlernal gains: Omupans@ 230 0 0 0 0 Applianoesbfw 0 0 Subtotal ( lines 6 b 13) 504 441 541 445 Lessexdernal bad 0 0 0 0 LesstrarlsW 0 0 0 0 Redisoibudon 0 0 0 0 14 Subblal 504 441 541 445 15 Dud loads 13'i 429' 65 185 130% 429/ 70 187 Total room bad 569 626 611 632 Air required (dm) 0 35 1 1 0 35 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Fid- wrightsoft- Right- Sute®lhiversal2o1717.o23RSu1s2o2 2017- Sep•071695:11 A Pape 5 rdaree 8 LHG - S1Lot 160 Sudaree B LHG - S.rLp Cate - MI8 From Door laces: S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cout W irter Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629.9307 Web: wwwOreStopCoohrg com License: CAC032444 Job: Lot 180 Stmdance B LHG - S Date: 09/07/2017 By. LF/RI/MC 1 Room name IuBTH SED4 2 Fhell 6.0 A 135 A 3 Room height 9.0 A heatbool 94) A heaUmol 4 5 Room dimensions Room area 1 A x 935 A 935 tF 1. 0 x 128a A 128. 9 IF Ty CwWumon U-value Or HTM Area (AF) Load Area (AF) Load number Bti1h4F--9 BUW a perimeter (A) BUh) or perimeter (A) BMA) Heat Cod Gross NIPS Heat Cool Gross NIPS Heat Cool 6 W 126.Osw 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4A5. 2om 0550 n 1435 13AI 0 0 0 0 0 0 0 0 Vj 13AAocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1100 03W n 10.18 1227 0 0 0 0 0 0 0 0 011 12B•Osw 0.097 a 253 2.82 54 50 127 141 122 107 270 300 4A5. 2om 0550 a 1435 27.44 0 0 0 0 15 0 215 412 4B541m 0540 a 14.09 29.62 4 0 56 118 0 0 0 0 W 13A-4ots 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 1qJ G 128. Osw 0.097 s 253 2.82 0 0 0 0 0 0 0 0 4AS- 20m 0.550 s 1435 1354 0 0 0 0 0 0 0 0 ti13A- 400s 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4AS- 2om 0550 s 1435 1452 0 0 0 0 0 0 0 0 4A5. 2omd 0580 s 15.14 15.90 0 0 0 0 0 0 0 0 ql t-- G 128-( bv 485. 2trn 0. 097 0540 w w 253 14. 09 2Z2 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-4ots 485. 2lm 12C- 09w 0. 143 OS40 0. 091 w w 3. 73 14. 09 238 2. 90 29. 62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G R 11D0 0" n 10.18 1227 0 0 0 0 0 0 0 0 DC 16&30ad 0.032 0.84 1.76 94 94 78 164 129 129 108 227 F 19A4b9cp 0295 2.89 2.04 38 38 111 78 0 0 0 0 F 19C-Igc= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 17 1 60 Envelope bsvgain 372 519 593 998 12 a) Infiltration 102 37 228 84 b) Room verviladw 0 0 0 0 13 Internal gains: O=pants@ 230 0 0 0 0 AppliancestOW 0 0 Sublotal( lines 6bt3) 1473 556 8211 1082 Less examalload 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 7 15 19 40 14 Subtotal 480 571 840 1122 15 Dud loads 1 13-/ 42°/ 62 239 13% 42°/ 109 470 Total room bad 543 810 949 1592 Air required (dm) 0 45 1 1 0 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightst' h- SLiteDUri%ersal20l7l7023FtSU16202 2017- Sep071Page of' rdarce 8 LHG - S Lot 180 Sudame 8 LHG - S.np Calc - Mt8 Frort Door faces S Pape 6 wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Ptore (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com Uoertse: CA0032444 Job: Lot 180 Sur dance B LHG - S Date: 09/07/2017 By. LF/RUMC 1 Room name BTH LDRY 2 Exposed wa0 0 11 0 11 3 Room height 9.0 11 heatbod 9A ff heaut:ool 4 5 Room dmensionts Room area 55 x 10A 1f 55A f 65 x 65 f1 423 f Ty Construction U•value Or HTM Area (ff) Load Area (W) Load number BUM L19 8Wh4q or perimeler (0) BWh) or perimeter (Il) BWh) Heat Cod Grass NAS Heat Cod Goss NIPS Heat Cod 6 1AI 128-O9N 0.097 n 253 2.82 0 0 0 0 0 0 0 0 t 4A5-2om OSW n 1435 13AI 0 0 0 0 0 0 0 0 yl l-0 13AAocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 11D0 12B-Osn 0390 0.097 n a 10.18 253 1227 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2orn OSW B 14.35 27.44 0 0 0 0 0 0 0 0 fGGa 4135-21n 0540 a 14D9 29.62 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 1q! f 128.Osw 0.097 s 253 2B2 0 0 0 0 0 0 0 0 4A5-20m 05m s 1435 1354 0 0 0 0 0 0 0 0 13A-40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4AS-2om 0550 s 1435 14.52 0 0 0 0 0 0 0 0 4A5-2mW 0580 s 15.14 15.90 0 0 0 0 0 0 0 0 ail C 12B-0sw 4BS-21m 0.097 0540 w w 253 14.09 2,82 29.62 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 W 13A•40Cs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 485.21m 12C-09w 0540 0.091 w 14D9 2.38 29.62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R L..-D 11D0 168.30ad 03W 0.032 n 10.18 0.84 1227 1.76 0 55 0 55 0 46 0 97 0 42 0 42 0 35 0 74C F 19A-03ecp 0295 229 2.04 0 0 0 0 0 0 0 0 F 19C•19csa1 0.049 0.44 021 0 0_ 0 0 0 0 0 0 F 22A-pm 1.180 30.80 0.00 0 0_ 0 0 0 0 0 0 61 Q AFD excursion 2 11 F_rmelope loss(gain 46 95 35 73 12 a) Iniftion 0 0 0 0 b) Room ventlabon 0 0 0 0 13 kternalgains: Omiparts@ 230 0 0 0 0 Applianoes(odw 0 1 0 Stiuot3lPines 61013) 46 95 351 73 Less wdemalload 0 0 0 0 Less" nsw 0 0 0 0 Redistribution 26 53 437 447 14 Stbbtal 72 148 472 520 Dud loads I 139/ 429/6 9 62 130/ 4r/ 61 218 r ToW room bad I 81 210 533 738 Air required (dm) 1 0 12 1 0 41 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A A.- wrightsoft- Rigtt-SUte®UriverW 2017 17.023 RSU16202 2017 Sep-071635 Pape 1 rdaroMAe 8 LHG - Slot 180 Sundance 8 LHG - S.np Calc . MFron Door faoss: S wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Phore. (407) 629.6920 Fax, (407) 629.9307 Web. wwwOreStopCoolirg com License: CA0032444 Job: Lot 180 Surdance B LHG - S Date: 09/07/2017 By. LF/RI/MC 1 Room name STR2 2 Fwall 225 ff 0 8 3 Room height 9.0 11 heatbool 9.0 It heatt000l 4 5 Room dimendons Room area 4. 0 x 185 fl 74. 0 fP 65 x 35 8 22A if Ty Construction U•value Or HTM Area (1P) Load Area (fF) Load number BWMP-n BUMM or perimeter (11) Stuh) or perimeter (II) BWh) Heat Cod Gross NIPS Heat Cod Gross WP/S Heat Cod 6 VN C 12& Osw 0.097 n 253 2.82 36 36 91 101 0 0 0 0 4A5- 2om 0IM n 1435 13AI 0 0 0 0 0 0 0 0 y/ p t3A- 4ors 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 11DO 12B- 09N 03W 0. 097 n a 10. 18 253 1227 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy4A5- 2om 485 2trn 0550 0. 540 a a 1435 14. 09 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1; W 13A•40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 Wl L- G 1213- 09w 0.097 s 253 2.82 0 0 0 0 0 0 0 0 4AS- 2om 0550 s 1435 1354 0 0 0 0 0 0 0 0 13A- 40cs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 0.550 s 1435 1452 0 0 0 0 0 0 0 0 4A5- 2omd 05w s 15.14 15.90 0 0 0 0 0 0 0 0 t- G 12& 09w 485. 2hn 0. 097 0540 w w 253 14A9 2. 82 29. 62 167 4 163 0 411 56 458 118 0 0 0 0 0 0 0 0 V)/ G 13A• 4o6 485. 21m 12C- 0sw 0. 143 0540 0. 091 w w 3. 73 14. 09 238 2. 90 29. 62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R1- 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 169-30ad 0.032 0.84 1.76 74 74 62 130 23 23 19 40 F 19A-0bacp 0295 289 204 0 0 0 0 0 0 0 0 F 19C•19c= 0.049 044 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30SO 0.00 0 0 0 0 0 0 0 0 6 c) AFD excursion 36 1 FJroelope losstain 621 844 19 39 12 a) Inli tration 381 140 0 0 b) Room ventilatton 0 0 0 0 13 ht wW gains: O=Vane @ 230 0 0 0 0 Applianoesbther 01 1 0 Subtotal ( lines 6 to 13) 1002 984 19 39 Lessextemalload 0 0 0 0 Lesstrarder 0 0 0 0 Redistributon 1002 984 19 39 14 Subtotal 0 0 0 0 1151 Dud loads 13°/ 42°/ 0 0 13°/ 42Y 0 0 Total mom bad 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A Ad- wrightsoft' Righ-Sute®Uriversal2017 17.023 RSU16202 2017- Sep-07 1 Page 8 rdarce 8 LHG - S"tot 180 Sudarce 8 LHG - S.rnp Calc - M18 From Door faces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsm" Coot, Winer Park FL 32792 Pr ore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirgmm Ucerrse: CAC032444 Job: Lot 180 Swidance B LHG - S Date: 09/07/2017 By: LF/RUMC 1 Room name WIC2 BED2 2 Ewell 5.0 0 16.0 0 3 Room height 9A It heaVcool 9.0 ft heatbool 4 5 Room dmertsors Room area 5. 0 x 5A f1 25A W 105 x 105 11 1103 fF Ty Construction U-value Or HTM Area (f) Load Area (fP) Load number BUvIF-IF) BUK" or pedmeler (f) BWh) or penmew M BWh) Heal Cod Gross N/p/5 Heat Cod Grass N/P/S Heat Cod 6 t12B•09w 0.097 n 253 2.82 45 45 114 127 95 80 201 224 4A5- 2om 05W n 1435 13A1 0 0 0 0 15 0 215 201 yl D 13A• 4ors 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 11 DO 03M 0. 097 n a 10. 18 253 1227 282 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 VE! 128-( bN 4A5- 2om 486- 21m 05W 0. 540 a a 1435 14A9 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 W 13A4ocs 0.143 a 3.73 290 0 0 0 0 0 0 0 0 126- 0sw 0.097 s 253 2.82 0 0 0 0 0 0 0 0 GG 4A5-2om 0550 s 1435 1354 0 0 0 0 0 0 0 0 l H--{ 13A- 40cs 4A5. 20m 0. 143 0550 s s 3. 73 1435 290 1452 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fi 4A5.2Dmd 0580 s 15.14 15.90 0 0 0 0 0 0_ 0 0 WI G 12B- 09m 4B5. 21n 0. 097 0540 w w 253 14. 09 282 29. 62 0 0 0 0 0 0 0 0 50 0 50 0 125 0 139 0 t— G 13A40t5 4B5. 21rn 12C- Osm 0. 143 0540 0. 091 w w 3. 73 14A9 238 2. 90 29. 62 151 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 Rl.— D IIDO 168-30ad 03W OA32 n 10. 18 OB4 1227 1. 76 0 25 0 25 0 21 0 44 0 110 0 110 0 92 0 194 C F19A- 039cp 0295 289 204 0 0_ 0 0 0 0 0 0 F 19C- 19csa1 0.049 044 031 0 0 0 0 88 88 39 27 F 22A- pm 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6 d AED excursion 4 17 Emelope bsYgain 135 167 673 769 12 a) trl6ltration 85 31 271 99 b) Room ve Wbon 0 0 0 0 13 Mernalgains Otnlpans@ 230 0 0 0 0 ApplartoeStfW 0 0 Stfibtal (lines 6 b 13) 219 198 944 868 Lesselaemal bad 0 0 0 0 Less nnsL- r 0 0 0 0 Redisafbubon 329 329 7 14 14 StMaW 548 527 950 882 Dud loads 1 139% 429r 71 221 130/ 420i 123 370 r Total room bad 619 748 1073 12W Air required ( dm) 0 42 1 0 70 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsofft- 2017- Sep-071 Ngh-Sute® Uriversal201717.023RSUt6202 fdaroe B LHG - Stot 180 Surdarce B LHG - S np Cab . M18 Frort Door taces S Page wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coot, W irter Park FL 32792 Ptore- (407) 629.6920 Fax: (407) 629.9307 Web: www.Or eStopCoolirg com Lioense: CA0032444 Job: Lot 180 Stmdance B LHG - S Date: 09/07/2017 By,. LF/RUMC 1 Room name BED3 HALL 2 Exposed wall 235 A 0 ft 3 Room height 910 ft heaVcool 9A ft heatbool 4 5 Room dmertsiorts Room area 1.0 x 127A ft 127.8 fF 1.0 x 102.1 ft 102.1 fF Ty Corc"an U-value Or KTM Area (1F) Load Area (fF) Load number BLAML F) I or perimeter (ft) Btrh) 0r perimeter (A) fth) Heat Cool Goss NAS Heat Cool Gross NIPS Heat Cod 6 t-di 1213-09w 0.097 n 2.53 2.82 95 80 201 224 0 0 0 0 4A5-2Dm 0-M n 14.35 13AI 15 0 215 201 0 0 0 0 yJ I-0 13A-40s 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 1tD0 12B-Wm 0.390 0.097 n a 10.18 2.53 1227 2.82 0 117 0 117 0 296 0 330 0 0 0 0 0 0 0 0yl 4A5-2om 485.21m 0550 0540 a a 1435 14.09 27.44 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L G W 13AAos 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 W! Y--G 128.Osw 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om Osw s 1435 1354 0_ 0 0 0 0 0 0_ 0 1q/ 13AAos 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 05W s 1435 1452 0 0 0 0 0 0 0 0i 4A5.2mW 05w s 15.14 15.90 0 0 0 0 0 0 0 0 y! 12B-(sw 0.097 w 253 2,82 0 0 0 0 0 0 0 0 t_--G 485.21m 0540 w 14A9 29.62 0 0 0 0 0 0 0 0 W! G 13A-4os 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 485.21m 12C-09w 0540 0.091 w 14.09 2.38 29.62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R t-p 11DO 16B-30ad 0" 0.032 n 10.18 0.84 1227 1.76 0 128 0 128 0 107 0 225 0 102 0 102 0 85 0 180C F 19A Mscp 0295 2-89 2.04 0 0 0 0 0 0 0 0 F 19C-19= 0.049 044 031 102 102 45 32 0 0 0 0 F 22A-Ipm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED exa msion 22 3 Envelope lor4ain 865 989 85 176 12 a) Irlittrabon 398 146 0 0 b) Room vemlation 0 0 0 0 13 Mernalgains: Ooarpartts@ MO 0 0 0 0 App Wxesbttter 0 0 Subtotal (lines 6lo 13) 1262 1135 85 176 Lemexterral bad 0 0 0 0 Lesstransfer 0 0 0 0 Redist ibut0n 8 17 85 176 14 Subtotal 1271 1153 0 0 15 Dud loads 13-Y 42-Y 165 483 13-Y 42°/ 0 0 Total room bad I 1435 1636 0 0 Air required (dm) 0 91 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Righ-SU"Uriversal20l7l7O23RSU16202 2017•Sep-07162511 Pape 10 rdaroe 8 LHG - StLot 180 Surodae B LNG - S nP Calc = tA18 From Door laces: S Static Pressure Friction RJoe: Lot 180 sdance 8 LHG - S wrightsoft• ressure anonate un Date: 09/ 07/2017 Entire House By. LF/Rl/MC One Stop Cooling and Heating 7225 Sardscove Coat. W irter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirgcom Uoense: CA0032444 For: Park Square Homes 3959 Saltmarsh Loop, 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 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 21 11 Equivalent length of fittings 120 45 Total length 155 56 Total effective length 210 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.162 OK 0.162 OK Return Duds 0.162 OK 0.162 OK Fitting Equivalent LengthDetails supply 4X-- 35,11 A--20,11 G=5,11 A=20,11 G=5,1 A--35: Total EL=120 Return 6M= 20, 6A1=10,111=10,11 Gam: Total EL-45 C wri htsoft• 2017-Sep•071635:13 g liigtt- SateDUriversal20l7 l7.023 RSUi6202 Page I 14CGA .. rdarce 8 LHG - StLot 180 Sudarce 8 LHG - S.rnp Calc a MI6 Front Door tapes: S wrightsofto Duct System Summary Entire House One Stop cooling and Heating 7225 Sardscove Cool, Winer Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com License: CAC032444 For: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (f EL) a • Park Square Homes 3959 Saltmarsh Loop, Sanford, FL 0 Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.162 in/100ft 0 dfm 210 ft Job: lot 180 Sundance B LHG - S Date: 09/07/2017 By. LF/RI/MC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.162 in/100ft 1160 clm Name Design Btuh) Htg dfm) Gg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1252 0 70 0.178 6.0 Ox 0 MR 252 115.0 st3 BEDS c 1636 0 91 0.165 6.0 Ox 0 MFx 31.7 120.0 st3 BED4 c 1592 0 89 0.227 6.0 Ox 0 MFx 15.3 95.0 st2 BTM c 210 0 12 0.229 4.0 Ox 0 MFx 142 95.0 st2 DW c 2618 0 146 0.171 8.0 Ox 0 VIFx 31.6 115.0 st1 GATH c 4072 0 227 0.181 8.0 Ok 0 VIFx 23.1 115.0 SO Krr c 3097 0 173 0.180 7.0 Ox 0 MFx 23.6 115.0 st1 LDR' c 738 0 41 0.222 4.0 Ox 0 VIFx 17.6 95.0 st2 K eED c 2487 0 139 0.166 8.0 Ox 0 MFx 30.5 120.0 s14 METH C 810 0 45 0.169 4.0 Ox 0 MFx 27.6 120.0 st4 MMI C 632 0 35 0.162 4.0 0 MFx 34.5 120.0 s14 MWIC c 626 0 35 0.176 4.0 Ox 0 MFx 27.3 115.0 s14 POW C 253 0 14 0.184 4.0 Ox 0 MFx 25.6 110.0 st1 wC2 C 748 0 42 0.166 4.0 Ox 0 VIFx 31.0 120.0 st3 Trunk Mg Gg Design Veloc Diam H x W Duct Name Type dlm) dm) FR fpm) in) in) Material Trunk SO Peak AVF 0 561 0.171 714 12.0 0 x 0 VnIFIX st3 Peak AVF 0 203 0.165 582 8.0 0 x 0 VinIFIX st2 s14 Peak AVF 0 254 0.162 576 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 599 0.162 763 12.0 0 x 0 VinIFIX Bold•NaUc values have been manua0y ovenld*n wrightsoft• q 9h-Srite®Uriversa12017 17.023 RSU16202 2o17•Sep-0716 gI ACCP. Page rdarDe B LHG • S1Lot t 60 Surdaroe B LHG • S np Calc = tv116 Front Door faces: S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cim) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb2 Ox 0 0 296 49.0 0.183 669 9.0 Ox 0 VIFx rt2 rb1 Ox 0 0 864 55.5 0.162 619 16.0 Ox 0 VIFx rt2 Name Trunk Type Htg cfm) Clg m) Design FR Veloc fpm) Diam in) H x W in) Dud Material Trunk rt2 PeakAVF 0 1160 0.162 656 18.0 0 x 0 VinIFIX wri ht5oft• 20t7-Sep O ts3ge 29wan•sute®u ersal2o,,.os3Rsuts2o2 Fege2 ACCK ...rdarce B LHG - S\Lot 180 Svdarce B LHG . SAP Calc - MI8 From Door hoes: S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 180 Sundance B LHG - S Builder Name: One Stop Cooling and Heating Street: 3959 Saltmarsh Loop Permit Office: Seminole City, State, Zip: Sanford , FL, Permit Number: Owner: Park Square Homes Jurisdiction: 6 9/,o0 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 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9!7/2017 4:41 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 St.") 0/1716,E-P/w F&G.A&AJ Dia- &14M Ci RECORD COPY vQ\/ S AP F pR OFpA. Jk' Advantage Qlumt)m& Im. 1 ease 7 Name Signature t, qv DESCRIPTION AS FURNISHED: Lot 180, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, norido.. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 155 RECORD COPY N 89°40'51 " E 55.06' I J6. IJ' LOT 180 5.20' c LANAI ai 5.20' C4 O LOT 179 O O OoOO rZ 1B P 1-1- 2 8 5 3 5.20' IN ' DATBAO' r"`T`-1* Ok to construct single family home I with setbacks and impervious area shown on plan. 31. O `/o rofx 1 ? 3o $vndoLn ce - B, (XL J.0'x4.0' AC—Q 16 PROPOSED RESIDENCE n 1730 SUNDANCE - B 2 CAR GARAGE LEFT C01r0. ENTRY 9.0' M vi i 21.0' 18' DRIVE K 20' 25.20' 10' U77L. ESMT. CONIC WALK N 8904051 " E SETBACKS AS FURNISHED 30.01 ' FRONT - 25'(') REAR = 20' SIDE - 5' (40' LOT) SAL TMARISH7.5' (60' LOT) 10' (75' LOT) (PRIVATE ROAQ)(50' WIDE) SIDE STREET = 25' (60' Er 75' LOT) 15' (40' LOT) P) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G V- - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 28.8' I I I 38.13' I I LOOP y a A I a 1r 7L`~ 1 c tv cnW o D= 89°57'49 " R=25.00' L=39.25' C=35.34' CB=N 44R41 '57" E PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 4031 1 10- 513 t SQUARE FEET FOUNDATION/PAD 1,195 f SQUARE FEET WALKS 721 880= 952 t SQUARE FEET REAR PATIO 107 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET S00 4,084 921 = 5,005 t SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE: FRONT SIOEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED C.RUSEjVAf 'YEJ?-SCOTT LJL. ASSOC, INC. - LAND SURUFYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 Pr PLATFIELD ELL. TYP. POINT DN LINE TYPICAL NOTES: IP. IR. uNIN Pvc IRON ROD PA.C. LL POINT Or RCVERsc CURVATURE PRIM Or CLt4PO1Rl0 CURVATURE I. TIIE w+DrnswHEo GOES IIEREBr cERIUY THAT tins SURVEY MEETS THE sIANwAn or PRACTICE SET FORTH BY THE FLORIDA wwo or C.H. CONCRETEIElMICNt RADIAL PROFESSIONAL SURKYORS AND MAPPERS IN CHAPM 5J-17 fLORIOA A01la+57RAMV COOS PURSUANT TO SECTION 472.027. FLORIDA SrArU" CT LR. 1/2' IA. •/BLS 4396 MRNR. NOT-1lAaAL 2. UNLESS EMOOSSEp WITH SURVEYORY SIONATUR! AND ORICaAI. RAKED SEAL. T1115 SURVEY YAP OR COPIES ARE NOT VALID REC. RECOVERED VP. WITNESS POINT 1 THIS SURVEY WAS PREPARED FROM IT" DAMRMAIION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESFRKTIONS PAD. POINT OF BEGINNING CALL CALCMLAIEO OR EASDdDn INAT ATTECT INS PROPERTY, ' PALC. POINT Or CONMC/CCNCM PRFL PERIVII N" REFOIEItE IaNMM' 4. NO UNDERGROUND 4UPROVEMENR HAVE BEEN LOCATED UNLESS O HOE w E SHOWN. t MAIL & INCDISKLDISK ILS SUILDIFINISHEO FLOORETBA ELEVATIONBUILDINGSETBACKZINC INS SURVEY IS PREPARED FDA INC SOLE BENEFIT OF AROSE CERMED TO AND SHOULD HOF BE RELIED UPON BY ANY OTHER ENTRY. R,1R/V RIGHT$ -VATAIGH ILK Bx B[NCNNARK 6 aL+asroNs sNON7l FOR Tic LorwTra+ OF LYPROVCMENTS HEREON SHOULD NOT Bc USCO To aECONSIRUCr DOUNBUIY Lacs. ESMT. CASEMENT I& BALE RCARING 7. BEAR940% ARE BLSf'D ASSUMED DATUM AND ON THE LME SHOWN AS BASE OEA NI: (B.B.) DRAIN. UTIL DRAINAGCUTILITY A ETEVAR &M P' SHOWN, ARC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERNISE NOTED. CLEC. vOrt CHAIN LINK rEwA V000 FCHCE B. CERT61Air OF ALTIT wunoN Na 4s9s. C/C0 VOID CRETT ULM SCALE 1- 1' . 20, -i DRAWN BY: ••• P.I. Or AV tVRE PRINT Or TANGCCT CF.RRFIEO BY: DATE ORDER No. OESCR DESCRIPTION RADIUS PLOT PLAN 08-31-2017 3729-17 p DEELTAUCTH REVISED PLOT PLAN (MOVED AC ONLY) 09-13-2017 CE.B. CHORD CHORD BEARING NORTH THIS BUILDLNC\PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'RRM• TOM X. GRUSENMEYER. R.LS. / 4714 ZONE X. MAP / 1211700090 F (09-28-07) RAPES W. SCOTT, R. LS / 4801 RECORD COPY Filename: PARK SQ SUNDANCE.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1730 . 2 ' 1 Lighting Summary Standard 5,342 5,342 Optional 9,690 5,342 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 7_ 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers----------------------------------- c - Dryer -No_ No? Nameplate Line Neutral SANF0!`D 1 1 5000 2 0 3 0 Dryer Summary Standard 5,000 3,500 # 1 ' _ 2 8 8 3Optional5,000 3,500 heating and Cooling: Actual Number = 1 dame M? Ph No Amps Volts VA HP Line Neutral i M 1 1 14.0 240 3,360 01M112.0 240 480 01M115.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1,200WATERHEATER1118.5 '240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250OtherAppliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 Optional 0 0 25%of Max Motor: tine is Std Only; Neutral for Both Maximum Phase Amps Volts i 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY ------ ------------------- Standard Line Neutral Total Total = 38,942 15,572 Maximum Amperage = 162 65 Service Voltage = 240 Service Phase = 1 O____-___-__-_______________________________ Optional LineNeutral Total Total = 30,388 15,572 Maximum Amperage = 127 65 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: P1730B-T -Park Sq Hm/Sundance-1730-B Site Information: Customer Info: PARK SQUARE HMS Lot/Block: 180 Address: 3959 SALTMARSH LOOP City: SANFORD MiTek USA, Inc. 6904 Parke East Blvd. Project Name: P1730 Model: SUNDANCE Ted-FPJ1Xl115 Subdivision: WYNDHAM PRESERVE State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: eer1 7_ 2 g a 3 State: General Truss Engining Cri00p"' PA oads ( Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TPI200Design Program: MiTek 20/20 7.6 Wind Code: ASCE7-10 [All HeigWind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 42 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 114o. Seal# ITruss Name I Date I No. I Seal# ITruss Name I Date 1 IT11932278 JAI 8/28/17 118 1 T11932295 1 CJ3T 8/28/17 2 T11932279 A2 8/28/17 19 T11932296 CJ5 8/28/17 13 I T11932280 A3 18/28/17 120 I T11932297 I CJ5T 18/28/17 I 4 1 T11932281 1A4T 8/28/17 121 1 T11932298 IF1 8/28/17 5 1 T11932282 I A5T 8/28/17 122 1 T11932299 IFIA 8/28/17 6 IT11932283 A6 8/28/17 123 1 T11932300 1 F2 8/28/17 7 IT11932284 IA7 8/28/17 124 1 T11932301 1 F2A 8128/17 8 IT11932285 JB1 8/28/17 125 1 T11932302 1 F3 8/28/17 9 IT11932286 I B1A 8/28/17 126 1 T11932303 1 F4 8128/17 110 I T11932287 I B2 18/28/17 127 I T11932304 I F5 18/28/17 11 IT11932288 B2A 8/28/17 128 1 T11932305 I F7 8128/17 12 IT11932289 B3 8/28/17 129 1 T11932306 1 F8 8/28/17 13 IT11932290 B3A 8/28/17 130 IT11932307 IF9 8128/17 14 IT11932291 C1 8/28/17 131 1 T11932308 1 FT1 8/28/17 15 IT11932292 IC2 8/28 32 1 T11932309 1 FT2 18/28/17 16 I T11932293 ICJ 1 18/28/17 133 I T11932310 I FT3 18/28/17 I 117 I T11932294 I CJ3 18/28/17 134 I T11932311 I FT4 18/28/17 J The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown ( e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. August 28,2017 Lee, Julius 1 of 2 RE: P1730B-T -Park Sq Hm/Sundance-1730-B Site Information: Customer Info: PARK SQUARE HMS Project Name: P1730 Model: SUNDANCE - 1730 - B / TRAY Lot/Block: 180 Subdivision: WYNDHAM PRESERVE Address: 3959 SALTMARSH LOOP City: SANFORD State: FLORIDA No. Seal# ITruss Name I Date 35 T11932312 1 FTS 8/28/17 36 37 T11932313 IT11932314 1 FT6 FT7 8/28/17 8/28/17 38 IT11932315 J7 8/28/17 39 IT11932316 RT 8/28/17 40 IT11932317 KJ7 8/28/17 41 IT11932318 KJ7T 8/28/17 42 IT11932319 I MG1 18/28/17 2 of 2 Job Truss Truss Type Ply Park So HffwUfv anca•1730S 10ty I T1193227e P173OB-T Al COMMON 2 1 M4Florda Lumber, Bartow. FL. 7 640 s Aug 16 2017 MITek Industries. Inc. Mon Aug 2E 13.5E 40 2017 Page 1 ID:3zxrE5595gHBgKdROWR60Y2kwee-4OTTJKNUUP OIJ_W9vPoGugVmCylZ5uWNkSTyjJlj l 7.1 t•11 15.0-0 I 2245 I 30" 1.0.0 7.11.11 745 745 7.11•11 1-0-0 Sub a 1:53.3 4s4 — 6.00 52 3a4 = Also = 30 = Sae = Sae LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 100 Lumber DOL 1.26 SC 0.93 SCLL 0.0 ' Rep Stress Incr YES WB 0.27 SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) DEFL. in (loc) Udell L/d PLATES GRIP Vert(LL) -0.39 8-10 >934 240 MT20 244/190 Vert(TL) -0.66 8-10 >532 180 Horz(rL) 0.09 6 n/a n/a Weight: 137 lb FT - 20% 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=1260/0-8.0, 6=1260/0.3.8 Max Horz 2=164(LC 6) Max UpId12=328(LC 8), 6=328(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1997/496, 3.4=1777/510, 4-5=1777/510, 5-6-1997/496 BOT CHORD 2-10-337/1772, 10.17=-131/1163, 9-17a-131/1163, 9-18=131/1163, 8-18=-131/1163, 6-8=-33711701 WEBS 48=170l755, 5-8=-427/231, 4-10=17Of755, 3.10=427/231 Structural wood sheathing direly applied or 3-3-3 oc puriins. Rigid ceiling directly applied or 2-2-0 oe bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst: BCDL-3 Opsf, h-25ft; B=451t; L=30R; eave=4R; Cat. II; Exp B; End., GCp1=0.18: MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad noncencurrent 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, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=328, 6= 328. 6) " Semi -rigid prtchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 1 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Verify design parameters, and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M&7473 rev. 180=015 BEFORE USE. Design valid for use only with MTaka connectors. This design Is ased only upon parameters Shawn, 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 buildup design. Bracing indicated is to prevent bucklianp of Individual truss wall andler chord members only. Additional temporary and permanent bracing is always required for stability and to prevera collapse with po"Isla personal intuty and properly, damage. For general guidance regarding tbe Is Imbrication. storage, delivery. erectim and bracing of trusses and truss "am. Sit ANSVrWt Quality Criteria. 03849 and SCSI Bulling Component 6904 Pane EMU Blvd. Safety Information available from Tres Plane Institute. 21e N Lee Straal, Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type pry Ply Pam Sit HmMundenca• 1730•B T11932271 P17308-T A2 HIP 2 1 Mid-Flonda Lumber, Banes, FL. 7.6t0 s Aug 16 2017 MiTek Industries, Inc. Mon Aug 2613:54 40 2017 Page 1 ID.3zzrE5595gHBgKdROwR60Yzkwee-4OTTJKNUUP OU W9vPCiGusBmlulUEuWNkSTtAJlj 1-0-0I 6.9.4 I 13'" I 17-0-0 I 23.2.12 I 30-0.0 9:2A 1.0.0 6-9.4 8-2-12 4•PO 6-2.12 6.9.4 1.0.0 4x8 = 4x4 = Scale - 1:53.5 13 12 10 9 34 1 5x4 11 3x4 - 3x8 = 1.50 II 3x8 = 3x4 = 8-9.4 13.0-0 17-0-0 23.2-12 30" I I I 6.9.4 I I 6-2• 12 6-9.4 Plate Offsets (X.Y1- 14:0.5-4.0-2-01 LOADING (pso SPACING- 2-" CSI. OEFL. in (loc) Vden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 045 Vert(LL) -0.09 12-13 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 Bc 0.65 Ven(TL) -0.28 12-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 058 Horz(TL) 0.10 7 n/a n/a SCOL 10.0 Code FBC2014/TP12007 Matnx-M) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 341-15 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1260/0.3-8, 7=1260/0-" Max Horz 2=144(LC 7) Max Uplil12=328(LC 8). 7=-328(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2114/502, 3-4-1561/426, 4-5=1321/419, 5-6-1562/426, 6-7=21141502 BOT CHORD 2. 13=354/1818, 12-13=354/1818, 11-12=176/1320, 10-11-176/1320, 9-10=354/1818, 7-9-354/ 1818 WEBS 3-13- 0/259. 3-12-579/205. 4-12=-691397. 5-10=69/398, 6-10=579/205, 6.9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Ops1; h=25ft; 8=45ft; L-30ft; eave-4ft; Cat. 11; Exp 8; End., 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It -lb) 2=328, 7-328. 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 O WARNING • Verily design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE WP7473 rev. 1""016 BEFORE USE. Design valid for use only with MlTelt® connectors This design is bused only upon parameters &town, and is for an Individual building component, not a truss system Before use, the buldmg designer must venty the applicability of design parameters and property incorporate Nis design into the overall bull" design Bracing Indicated IS to prevent buckldig of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for Stability and to prevent collapse with possible personal injury and property damage For genersi guidlif" regarding the kv fabrication. Storage, delivery, erection and on long of trusses and truss systems, "a ANSVTPH Quality Criteria, DS841 and SCSI Building Component SON Parks, East SW Safety Information availablefromTransPateInStbae. 216 N Lee Street, Subs 312. Alexandria. VA 223m. Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sit HmISundanca1730.8 T11B32290 P1730&T A3 HIP 2 1 mice-rmma wmoer, tianow, pi.. r wu s Aug re zut r au n ex nndusuas, 1hC Mon Aug ze 13.= 41 2ui r raga 1 S9.4 5.2.12 4.0.0 4.0.0 5-2.12 5-9-4 4x4 = 4 21 30 = 4x4 = 5 226 Scale - 1:53.5 14 13- -- 11 10 30 4 1.Sx4 11 34 = 3x4 - 34 = 1.5x4 II 3x4 Sao 52- I 11 (l-0 I 1BOO I 24.2.I 3Q0-0 Sao S2.12 a0.0 1122 Sao Plate Offsets (X.Yh f2:0 2-10.0 1 81.ra:0 2-10.0 1 81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Udell lad PLATES GRIP TOLL 20.0 Plate Grip OOL 1.25 TC 0.33 Ven(LL) 0.14 11-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Ven(rL) 0.38 11-13 951 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.32 Horz(TL) 0.10 8 n/e n/a BCDL 10.0 Code FBC2014/rP12007 (Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2-1260/0-3-8.8=1260/0-3-8 Max Horz 2-123(LC 6) Max Uplift2=328(LC 8), 8-328(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2151/516, 3-4=1725/452, 4-21-1486/438, 5.21=1486/438, 5-22-14861438, 6-22=1486/438, 6-7=1725/452, 7-8=2151/516 BOT CHORD 2-14-375/1860, 13.14=375/1860, 12-13=262/1571, 12-23=262/1571, 11-23-26211571. 10-11-37511860. 8-10=37511860 WEBS 3-13=-447/171, 4-13=91/479, 5-13-254/69, 5-11-254/69, 6-11=91/479, 7-11 -447/171 Weight: 157 lb FT = 20% Structural wood sheathing directly applied or 3-10.3 oc puffins. Rigid ceiling directly applied or 9-7-6 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL-3.Opsf; h=25f1; B=45ff; L-30ft: eave=4ff: Cat. II; Exp 8: Encl., GCpi=0.18: MWFRS (directional); Lumber OOL=1.W plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live bad 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 = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=Ib) 2=328, 8=328. 7) "Semirigid pilchbreaks 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 O WARNING - VarNy design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE A10-7472 rev. 1003MIS BEFORE USE. Design valid for use only with MReltm connectors. This design is bused only upon parameters shown, and Is tor an Individual buildup component, not a truss "am. Before use, ins building designer must verity the appl- Witty o1 design parameters and property incorporate this design into the overall building design. Bracing unduJted is to prevent buckling of individual truss web andia chard members only. Additional temporary And permanent bracfrp is always required for stability And to Prevent Collapse with possible personal Injury and property damage. For general guidance regarding the of fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSI/rPlt Gustily Criteria. OS8-09 and BCSI Building Component 6904 Party East Blvd Safety Information available from Truss Plate Institute, 21e N Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Pty Park S4 NmlSrmdarice• 1730-8 T1193226tIP17308-T MT SPECIAL 1 1 Md-Flords Lumber, Bartow, FL. 7 -0 a Aug la 2017 MITek Industries, Inc. Mon Aug 26 13:68:42 2017 Page 1 Ill:3zzrE5595gH6gKdROwR6OYzkwee-1moOkOPI00Ek d8uGKR4nhz7 ZvOmNVBzhOZYXylJIh 2-34 S 7•t0 1 9 0 0 I 12 4-12 I 1&B 6 21." I 25.2.12 I 30-0-0 t o of 2.31 348 346 3412 4.3-10 4.310 42-12 4.9.4 Idyll Scale a 1:52.9 5x7 = 1.5x4 11 3x4 = 4xe = 28 4 5 27 28 6 7 34 = 1x4 II 14 13 - 11 6x9 - 2.4 II 400 = 3x5 = 04 = 3x4 = 2.3.4 57.10 940 t2.4-t2 t&8A 2t-0-0 30-" I I j I 2.3.4 3.4.8 3.4.8 3.4.12 43t0 4.3f0 I 940 Plate Offsets (X.Y)- 11.0-3.8.0.0-o1.f4:0.5.4.0.2-81.17.0.5.4.0.2-01.19:0-2-4.Edoel.115:0-2-4.0.4-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.81 Vert(LL) -0.18 15 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.44 15-16 >818 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(TL) 024 9 n/a n/a BCDL 10.0 Code FSC20141TP12007 Matrix-M) Weight: 202 Ito FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-9.5 oc puffins. 1-4: 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' JOINTS 1 Brace at Jt(s)' 17 1-18: 2x4 SP NoAD, 18-19,5-14: 2x4 SP No.3, 2-15: 2x6 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.1 LBR SCAB 1-4 2x6 SP No.1 one side REACTIONS. (lb/size) 1=1235/0-3-8.9-1239/0.3-8 Max Horz 1-98(LC 6) Max Uplift 1=196(LC 8), 9=230(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=5441121. 2-3=2989/485, 3.26=2254/386, 4-26=2194/393, 4-5=2305/428, 6-27=2295/427, 27-28=2295/427, 6-28=2295/427, 6-7=1839/375, 7-8=1815/336, 8-9=2085/392 BOT CHORD 2-17--370/2769, 16-17=-370/2769, 15.16-221/1982, 12-13=176/1576, 11-12-176/1576, 9-11=28511811 WEBS 3.17=91264, 3- 16=-896/169, 4-16=59/516, 4-15-851624, 13-15=216/1720, 6.15=-W/606, 6- 13=668/130, 7-13=76/464, 7-11-12/327. B-11-2801123 NOTES- 1) Attached 10-2- 10 scab 1 to 4, back face(s) 2x6 SP No.1 with 2 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 1-7-4 from end at joint 1, nail 2 row(s) at 2" O.C. for 3-0.5 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf: BCDL=3.Opsf; h=15f1; B=45ft: L=30ft: eave=oft; Cat. It: Exp B: Encl., GCpi=0. 18; MWFRS (directional): Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/rPI 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 100 lb uplift at joint(s) except (jt=lb) 1=196, 9=230. Printed copies of this document are 9) "Semi -rigid pitt.hbreaksincludingheels" Member end fixity model was used in the analysis and design of this truss. p not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Vmfly design parameters and READ NOTES ON rids AND INCLUDED AGTEK REFERENCE PAGE Afll•747J rev. 10063/2015 BEFORE USE. Design valid Mt use only with MiTela® connectors This design is based only upon parameters shown, and is for an individual budding Component. not a truss "am. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing mdwmed is to prevere buckling of individual Coss web and/or tlard members only Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and Properly damage. For general guidance regarding the R61 fallneation, storage, delivery, erasion and bracing of trusses and truss systems, see ANSIRPlI Quality Criteria. OSS49 and SCSI Building Component 6904 Ps" East Brad Safety Information available ham Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sg Hm/Sundanca-1730•B T119322112 P17308-T AST SPECIAL 1 t 7. ....a -.a. ID 3zzrE5595gHBgKdROwR60Yzkwee-Vz8bxMPNnKMbrmlSglzJKuWF?zEUVm7KCLz64yjJlg 1 2I 230 012-4-12 I 2.2 I3& 4 0-00(2.-0.0 512 1753t0 3& 212214I 47812 SScale - 1: 52 9 74 = 2x4 II 4x5 = 4x10 = 600 12 24 3 25 29 4 27 2a 29 30 5 3t 32 a A 1x4 II 3x4 = 34 II 8x9 = 13 35 38 37 12 38 11 39 10 34 - 3x8 MT20HS = 3x4 = axe = 3x4 = 34 = 2.14 2-3. 4 7.0. 0 12.4-t2 t)-a8 210-0 30." I 4-&12 5 12 I 5. 110 I 5310 I 740 Plate Offsets ( X.YI- 11:0.3.8.0.0-01.12.1-2-6.0-5-0I. 13:0.3-8.0.2-41. 16:0-7-0.0-2-01. 18:0-8-4.0.0.141.112:0.2-12.0.2-41, f14:0-2-8.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 4 878 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.87 Vert(TL) 1.01 4 353 180 MT20HS 1871143 BCLL 0. 0 ' Rep Stress Incr NO WB 0 95 Horz(TL) 0.46 8 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight: 190 lb FT - 20% LUMBER - TOP CHORD 2x6 SP DSS 'Except' 3.6: 2x4 SP DSS, 6.9: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 1-16, 2x4 SP No.2, 16-17: 2x4 SP No.3, 2-14: 2x6 SP DSS WEBS 2x4 SP No.3'Except* 12.14, 2x4 SP No.2 OTHERS 2x6 SP DSS LBR SCAB 1-3 2x6 SP DSS one side WEDGE Left: 200 SP No.2 REACTIONS. (lb/ size) 1=2153/0-3-8, 8=2166/0.3-8 Max Horz 1-78(LC 6) Max Uplrft 1- 424(LC 8), 8=465(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-&2 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-954/223, 3-24=540811105. 3.25=-6482/1369, 25-26=6482/1369, 4-26=6482/1369, 4-27= 6393H355, 27-28=6393/1355, 28-29=6393/1355, 29-30=-6393/1355, 5.30= 6393/1355, 5-31-4662/1023, 31-32-4662/1023, 6-32=-4662/1023, 6.7=3916/849, 7-8=- 4029/865 BOT CHORD 2-15=918/4999, 1S-33=911/4936, 33.34=911/4936, 14-34=911/4936, 4-14=-545/218. 13.35= 112/586, 35-36=112/586, 36.37-112/586, 12-37-112/586, 12-38=-663/3504, 11-38= 663/3504, 11.39=663/3504, 10-39=-66313504, 8-10=708/3518 WEBS 3- 15=132/1060. 12-14=-82314214. S-14-352/1865, 5-12=1433/397, 6-12=292/1446, 6-10= 19/ 537. 3-14 - 372 / 1766 NOTES- 1) Attached 7-11-12 scab 1 to 3, back face(s) 2x6 SP DSS with 2 row(s) of 10d (0.131"4") nails spaced 9" o.e.except : starting at 1-8-6 from end at joint 1, nail 3 row(s) at 2" o.c. for 2-11-3; starting at 5-10-8 from end at joint 1, nail 2 row(s) at 7" o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind, ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; hat 5ft:8=45ft; L=30ft; eave=oft; Cat. II; Exp 8; Encl. GCpi=D 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed copies Of this document are 7) Thistrusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. not considered signed and sealed and 8) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity the signature must be verified On of bearing surface. any electronic Copies 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (it=1b) 1=424. COM01145i on Dacia 2 0 WARNING • verity deaJgn parumws and READ NOTES ON rNIS AND INCLUDED MTEK REFERENCE PAGE 1111067473 nov. 10e3ftetS BEFORE USE. Oesign valid for use only with MlTelim bOnneCtors This design is based only, upon parameters Shown. and is for an individual building component, nct a truss " am. 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 bueNtrig of Individual truss web and/or Chord members only Add4ronel temporary and permanent bracing IS always required W stability and to prevent collapse with possible personal injury and property damage For general guioance regarding the fabrication, storage, delivery, erection and bracing of oases and truss systems, sea ANSVTPI1 Quality Criteria, OS849 and SCSI Building Component 6904 Parka Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lae Street. Suite 31Z Alexandne, VA 22314. Tamps, FL 38810 Job Truss Truss Type Oy Ply Pam Sit Kw4unance-IM-8 T119322e2lJobP173MTASTSPECIAL11 Reference footionall wmwr. lsarw, r .. 104d t Aug Id 2f117 MOTOR InaYfNas. Inc. Mco Aug 2a 13:5a 43 2017 P804 2 ID 3zzrESSgSgHBgKdROwRSOYzkwee•VzSbxMPNnKMbcrnjSgIZJKuWF7zEUVm7KCLz64yjJlg NOTES- 10) 'Semi -rigid phchbreaks including heels" Member end forty 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) 128 lb down and 131 lb up at 7-0-0, 98 lb down and 77 Ill up at 9.0.12, 98 Ib down and 77 Ib up at 1 t-0-12, 104 lb down and 88 lb up at 13.012, 104 lab down and 88 lb up at 15-". 104 Ib down and 88 Ib up at 16-11-4, 104 lb down and 88 lb up at 18-11-4, and 104 lb down and 88 lb up at 20-11-4. and 194 lb down and 174 Ill up at 23-0.0 on top chord, and 340 lb down and 102 lb up at 7.0-0, 60 lb down at 9-0-12. 60 lb down at 11-0-12, 66 lb down at 13-0-12. 66 lb down at 15.0.0, 66 Ib down at 16.11-4.66 lb down at 18-11-4. and 66 lb down at 20-11-4. and 327 Ib down and 75 Ib up at 22-114 on bottom 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). LOAD CASES) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-19=-82, 3-19-60. 3-6=60, 6-9=60, 14-18=20, 13.21-20 Concentrated Loads (lb) Ven: 3-81(F) 6=142(F) 15a340(F) 10a327(F) 25z81(F) 26=81(F) 27=97(F) 28=97(F) 30=97(F) 31-97(F) 32-97(F) 33-53(F) 34=53(F) 35=41(F) 36=41(F) 37-41(F) 38=41(F) 39= 41(F) Q WARNING • Verily design parameters and READ NOTES ON rNfS AND INCLUDED WTEK REFERENCE PAGE MIL7473 rev. 160=013 BEFORE USE. Design valid for use only, with MIT09 connectors. This design is based only upon parameters sawn. and is for an indwidual building component, not a truss system Before use, the Wilding designer must vent' the applicataety, of deslgn parameters and property incorporate this design Into the overall building deslgn Bracing indicated is to prevent buckling of individual truss web entire( chord members only. Additional temporary and permanent bracing is always repuued for ataWay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection are bracing of trusses and truss systems, sea ANSVrPl1 Quality Criteria, OS042 and SCSI Building Component 6904 Parke Fast BOW. Sdaty Information available from Truss Pate Institute, 216 N Lee Street. Suite 312. Alexandra, VA 22314. Tamps, FL 36610 Job Truss Truss Type at/ Ply Pruk Sq HNSunWl1ta-IMe Tttg322E3 PI?WS-T A6 SPECIAL 1 1 Mid -Floras Lumber. Bartow. FL 7 640 s Aug 16 2017 MITak Industries. Inc. Mon Aug 2E 13.5E 44 2017 Page 1 10.3zzrE5595gH BgKdROwR6OYzkwee-z91 9iO7YdUSDwI HOIUYt62ahNbXEKaUR9dcOyjJH It-O-0I S64 i 1080 1280 i 1&BO i 21.00 i I2.12 30," t80 5$4 4.11.12 t80 4$0 e80 4.2.12 4-941 10O1 Seale - 1:54.4 3x4 i 4x4 II 4 4x4 = 4x4 = 13 US = 30 = 11 US axe = 2 4 8.3.4 1240 21-0.o 30-0-0 iI -i i 3.4 5612 i 980 9.0.0 Plate Offsets (X.Y1- 12,0-2-10.0.1.81.f9.0-2-12.0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.15 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 082 Vert(TL) -0.46 11-13 >783 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 49 HOrz(TL) 0.11 9 n/a n/a SCOL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 156 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-6 oe purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 9-1-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-3-8, 9=1260/0-8-0 Max Horz 2-118(LC 6) Max Uplift 2=329(LC 8). 9=327(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3 =2152/523, 3.4>=-2080/577, 4-5=2099/583. 5-6=1859/508, 6-21=-16441456. 7-21-1644/456, 7-8=1881/476, 8-9=21521552 BOT CHORD 2-14=384/1862, 13-14=249/1509. 12-13-367/1901, 11-12=367/1901, 9-11=-417/1871 WEBS 3-14=-2831159, 4-14-154/481. 4-13=312/1288, 5-13=10271304, 6-11=371/126, 7-11 =108/ 570. 8-11=280/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vint=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; B=45f1; L-3011; eave=4R; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL-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 nonconculrent 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 2.40 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=329, 9=327. 7) ' Semi-dgid 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 O WANWIVO - Verify dealt. perimeters and READ NOTES ON n4S AND INCLUDED NITEK REFERENCE PAGE NO-7473 rev. 10,V"015 BEFORE USE. Design valid for use only with MRlkm connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss "am. Before use, the building designer must verily the applicability of design parameters and property mcotporste Nis design into the overall building design. Bracing Indicated is to prevent buckling of Indmilual tons web aitdlor Nord mambers dray Additional temporary and permanent bra" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Is hibticalon, storage. delivery, erection and bracing of trusses and sou systems, ace ANSUrPI1 Quality Criteria, OSS41 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type aty Ply Park Sq K Sundanre-1730-8 Tttg322M P17308-T A7 SPECIAL 1 1 Mid-Flonds Lumber, Bartaw, FL. 7.640 It Aug 1s 2017 Mrrek Industries, Inc. Mon Aug 2613.50.45 2017 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-RLGMMI RdJxcJr4tTyS7nPJbbFnuEzgadgfSD9sylJle 1:-Oo 5-&4 I to." I 14-0-0 I 1s" I 23 0 1 2fi2-12 1-GO 584 4.11.12 380 4-6-04$0 3-2.12 3.9-4 1 Ot Scale - 1:54 4 4x4 II 0) 17 to 15 " 13 12 11 4x5 - 2x4 II 4x8 = 2x4 11 are 74 = 7%6 = 2x4 II 3x10 tt)e-a 14A0 16&0 210-0 2&2.12 30.0-0I SA4 4-11.12 3$0 480 1 + 4$0 3-2-12 3-94 I Plate Offsets (X.Y)- f2:0-1-12.0.0-31. f5:0.2.12.Edoel. f7:0-5-0.0-2-01. f9:0.2.9.0.1-81. f12:0-3-0.0.4-121 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.29 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.26 BC 0.98 Vert(TL) 0.72 12-13 >497 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WS 0.95 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Weight: 184 lb FT - 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 6.9-8 oc bracing. 9.14: 2x6 SP DSS WEBS 1 Row at midpt 5.16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1847/0-3-8, 9=2757/0-8-0 Max Horz 2=118(LC 7) Max Uplj t 2-A96(LC 8). 9=764(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3627/930. 3-4-3174862. 4-5=3138/866, 6-6=5703/1563, 6.7=5703/1563. 7-8-5748/1581, 8-9-SS7711499 BOT CHORD 2-17-749/3207, 16-17=749/3207, 15-16=1186/4892, 14-15-1189/4897, 13.14=1189/4897, 13-22-1274/5034, 12-22=-1274/5034, 11-12=127414964, 9.11-127414964 WEBS 3.16=512/169, 4-16=-658/2505, 5.16=2981/825, 5-13-467/1134, 6-13=293/130, 7-13=184/844, 7-12--405/1681, 8-12=310/296, 8-11-358/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL-3.0psf, h=25ft; 8=45rt; L=30tt; eave=4tt; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (A=lb) 2=496, 9=764. 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) 242 lb down and 211 lb up at 23-0.0 on top chord, and 1634 lb down and 445 lb up at 21-1-8, and 305 lb down and 97 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)' Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-60, 4-5=-60, 5-7-60, 7-10=-60, 2-9-20 Continued on oaae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VWW design perammters end READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NH-7473 n . 14011=015 BEFORE USE. Design wld lot use only An MrrekO connectors This design is based only upon parameters shown, and is for an individual buftng component, not a truss "am Before use, the buildup designer must verily the applicability of design parameters and properly incorporate tins design ado the overall buildup design. Bracing indicated is to pfavant budding or individual WAS web anNa chord members only Additional temporary and permanent bracing is always required for atabady and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the is fabrication, aorage. delMry, eretsron and bracing of trusses and truss systems, cite ANSVIPI1 Quality Criteria, 03842 and SCSI Building Component 61104 Parka Fast atw Safety Information available from Truss Plata Insidae. 21e N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sg Hm/Sundanca. I Me T119322M P1730B-T Al'SPECIAL 1 1 Mid-Flonds Lumber. eanow, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7-146(F) 12-305(F) 22-1634(F) 7 0s0 a AuQ 16 2017 MITek IMMUM IS, InC Mon AUQ 26 13'511'43 2017 Pape 2 ID.3zzrE5595gH8gKdROwRSOY6mee.RLGMMI RdJxcJr4tTyS?nPJDbfnuEzgaVS09syjJle 0 WARNING • Varlly design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE 111,110-7473 rev. 10413/2015 BEFORE USE. Design valid for use only with MfrekB connectors This design is based only upon paramalera shown, and a for an bwlvdual busdieg component, not a truss system. Before use. the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall bu" design BrarmQ kMcated is to pravent buckling of mdmdual toes web and/or chord members only. Additional temporary are permanent bra" Is akwsys required for stability and to prevent Collapse With possible pereonAl Injury and property damage. For general guidenu regarding to Iff fabrknfon, storage, delivery, arealen and bratlnQ of trusses and truss "am$. see ANSVIPII Quality Crltana, OSB49 and BCSI Building Component 690e Payee Fast Blvd. Safety Information available from Tits Plate InaldMe, 216 N. Lee Sit". Suite 312, Alexandra, VA 2231e. Tamps, FL 36810 Job Truss Truss Type oty Ply Park Sit NmrSundanca1730.8 lJobj T11932285 IP17308-T 81 COMMON 1 1 MrbFlands Lumber, Bellew. FL. 7 640 6 Aug 16 2017 MiTek Industries, InC Man Aug 28 13.5&Z 2017 Page 1 ID:32zrE5595gHBgKdROwR6OYzkwee•RLGMM1 RdJxWr4tTyS?nPJbmxnOMzsodg(SD9syjJle i •1-0-0 i 5$4 10$0 I 15.5.12 21.0.0 I22.0-0 I 1.0.0 5$4 4.11.12 4.11.12 541-4 1.0.0 Scale - 1.38.0 4x4 30 = 3x4 = 3x4 = 30 = 30 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC2014/TPl2W7 REACTIONS. (lb/size) 2=900/0.8-0, 6=900/0-" Max Horz 2=11O(LC 7) Max Uplift 2=242(LC 8), 6=•242(LC 8) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.28 Ven(LL) -0.05 8-10 >999 240 MT20 244/190 SC 0.46 Ven(TL) -0 15 8-10 >999 180 WB 0.17 Horz(TL) 004 6 n/a n/a Matrix-M) Weight: 97 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1382/346, 3-4=1223/349, 4-5=1223/349, 5-6=1382/346 BOT CHORD 2-10=227/1180, 9-10=-84/794, 8-9=84/794, 6.8=227/1180 WEBS 4-8=111/452, 5-8=294/159, 4-10=111/452. 3.10=294/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; 1`1=2511; 8=45ft; L=24R; eave=4f : Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (A=Ib) 2=242, 6=242. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used to 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 0 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev. 10413/3015 BEFORE USE. Design valid for use only with Wilk* connectors This design is based only upon parameters shown, and Is for an Individual buildup Component, not a truss system. Before use, the building designer must vertly the applicability of design parameters and property incorporate this design into the overall building design. among indicated is to prevent buckling of Individual truss web andfar chore members only. Addsional temporary and permanent bracing is rilways required fa stab" and to prevent Collapse wall possible personal injury and properly damage. Far general guidance regarding the fabnralron, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPN Quality Criteria. OSS419 and SCSI Building Component 6904 Prime Fast Blvd Safety Information available from Trust Pima Insthae, 218 N Lee Sit". Suee 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Pam Sq KMISunwnca-I?WB Tt1g32268 P17306T SIA COMMON 1 1 Mid-Flmrds Lumber. Bartow. FL. 7 640 s Aug 16 2017 Wilk Induatnss. Inc. Mon Aug 26 13.58.46 2017 Page 1 ID.3zzrE5595gHBgKdROwR6OYzkwee-vYgkaNSF4FkATERMVWyX7xFBMZUOmuJBmhlyjJ Id 100 54-4 10-&0 15.5-12 21-0.0 1-0-0 584 4.11.12 4-11.12 584 Scale - 1.37.7 04 = 3x4 = 3x4 = 3x4 30 = 3x4 LOADING (psf) TCLL 20.0 TCDL 100 SCLL 0.0 SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP NO.2 WEBS 2x4 SP No.3 SPACING- 2.04 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Inv YES Code FBC2014frP12007 REACTIONS. (lb/size) 6=839/Mechanical, 2=90110-3.8 Max Horz 2-109(LC 7) Max UpIIR6-200(LC 8). 2-242(LC 8) CSI. DEFL. in (roc) uden Ud PLATES GRIP TC 0.28 Ven(LL) -0.05 7-9 >999 240 MT20 2441190 BC 0.46 Vert(TL) -0.15 7-9 >999 180 WB 0.17 Horz(TL) 0.04 6 n/a n/a Matrix-M) Weight: 95 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-10-1 oc purlins. BOT CHORD Rigid ceiling direly applied or 10 0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1383/347, 3-4=1224/350, 4-5=12261351, 5-6=1386/348 BOT CHORD 2-9=-25311181. 8-9-109/796, 7-8-109/796, 6-7-25511184 WEBS 4-7=-113/455, S-7=295/160, 4-9=111/452, 3.9=294/159 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VuK-140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL-3.Opsf; h=25ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad noncencurrent with any other live loads. 4) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It -lb) 6=200, 2-242. 7)'Semi-rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verity, daslgn parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 100=015 BEFORE USE. Design valid for use only with MfT@k* connectors. This design is based only upon parameters sho n, Vida, for an MdNklusl building ianiponem, net a truss system Before use, the building designer must verity ins applicability of design parameters and property cat OWSIa this design Imo the overall building design. Bracing kWKated is to prevent buckling of individual truss web and/or Gard members only. Addaar ill temporary and permanent braAV rs akvays required for stabil" and to prevent collapse with possible persons) uqury and property damage For general guidance ragaramg the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information ava6able from Trans Plate Insteute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq HmrSundanu-1730-8 T11932287 P 1730E-T 82 HIP 1 1 all Md•Flonds Lumber, Bartow, FL. 7 640 s Aug 16 2017 Wait Industries, tnc Mon Aug 28 13:58 46 2017 Page 1 ID-3zzrE5595gHBgKdROwR60Y2kwee-vYgkaN SF4FkATERIV9 V4OyX7yW BJ7tJ ImuJBmhlyjJ Id i •1-0-0 4.9 4 ti 00 i 124Y0 1&2.12 21 0 0 22-0-0 i 14Y0 4•&4 4.2.12 34Y0 4.2.12 4&4 t 00 3A = 4x4 = Ake = 4 17 1s 5 3x8 = 5x5 = 3xS = Scab - 138 4 9A00 12-0.0 21.0.0i 9.0. i i 3•&0 i 9.0.0 Plate Offsets (X.Y1- 12:0-2 8.0.1-81.15:0.5-4.0-2-01.17:0.2-8.0-1-81.19:0-2-8.0.3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(L-) 0.12 10-13 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 SC 0.68 Ven(TL) 0.31 10-13 >800 180 BCLL 00 ' Rep Stress Incr YES WB 016 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matnx-M) Weight: 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-2 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=900/0-8-0, 7=900/0.8.0 Max Horz 2=96(LC 6) Max Upldt2--242(LC 8). 7=-242(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1375/378, 3-4-1085/297. 4-17-9201294, 17-18=9201294. 5-18-9201294, 5-6=1091/299, 6.7=1376/377 BOT CHORD 2-10=262/1185, 9-10=118/917, 7-9=262/1186 WEBS 3.10=310/164, 4-10=-43/274, 5-9=-44/270, 6.9-3071163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vuft=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL-3.Opsf; h-25it; B=4511; L=24111; eave=4111; Cat. it: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (jl=Ib) 2=242, 7=242. 7)'Semi-rigid pilchbreaks 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 OWAFINING - Verity disagn parameters and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE 1100-7473 rev. 100=015 BEFORE USE. Design valid for use any with MUM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedy the applicability at design parameters and property incorporate this design into the overall building assign. Bracing indicated is to prevent buckling of individual truss web andfor Grord members ony. Additional temporary and permanent bracing is always required for stability and to prevent coltapsa with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Cdtans, OSS49 and SCSI Building Component 6901 Parke East Blvd. Serially Information avallabe "m Tens Pete Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Sit IInVSunderrce-1 Me T11932266lJo'b*RefefencelciationallP1730&T 82A HIP 1 1 Mid-Florldo Lumber, Bartow, FL. 7 640 s Aug 10 Zu17 MIteK Industries, Inc, sdOfl Aug ZO 17A0.41 Z011 rage 1 ID 3zzrES%5gHBgKdROwR6OYzkwee-NkO6ryTUYsl4OOs3t1FUkg7FafLRmYw7rxKDMJlc 1-0-0 4.9.4 ts•0.0 12-0.0 16-2.12 21." 1.0.0 4-9.4 4.2.12 3-" 4.2.12 4.9.4 Scale a 1:37 0 316 = 4.4 = Us = US = US = 3s4 90.0 12-0-0 21.00 1 l 94Y0 i 1 9-0-0 Plate Offsets (X.Y)- 12.0-2 8.0.1-81.15:0.5.4.0.2-01. IT.0-2-O.Edoel. re:0.2.8.0.3-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.20 Ven(LL) -0.12 9-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 V@n(TL) -0.32 9.15 >800 180 BCLL 0.0 ' Rep Stress Inv YES WS 0.16 Horz(TL) 0.05 7 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc punms. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 7=839/Mechanical, 2-90110.3-8 Max Horz 2=95(LC 7) Max Upli l7=-200(LC 8), 2=242(LC 8) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1376/378, 3-4=1087/298, 4-16=921/295. 5-16-921/295, S-6=-1094/301, 6-7-1380/379 BOT CHORD 2-9-288/1186. 8-9=144/919. 7-8=289/1190 WEBS 3.9=310/164, 4.9=-43/274, 5-8=-46/272, 6-8=3101165 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10: VuIt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3 Opsf: h=25ft; B=45ft; L=24ft: eave=4tt: Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 7=200, 2=242. 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 0 WARNING - Verily design parameters and READ NOTES ON DOS AND INCLUDED A11TEK REFERENCE PAGE M6J473 rev. f"1,2015 BEFORE USE. dwWwd Design abd for use only with MlTekm connectors This design is based only upon parameters shown, and is soh an andrvldusl budding component, not a truss system. Bator* use, the building designer must verily the applicability, of design parameters and properly dKarporats this design into the overall bu90hng design. Brac" indicated Is to prevent buckling of Individual truss web andlor ctard members omy Adddi*" temporary and pemanem bracdp is always required for stability and to prevent collapse with possible personal Injury And property damage For general guidance regarding the Uwe taMcatlon, sioraga, delloery, erection and bracing of trusses and truss systems, see ANSVIPil Ouallty CMette. OSS419 and SCSI Building Component 6904 Pant East Blvd. Safety Information available hem Tens Plate Insidute. 218 N Lae Street, Subs 312. Alexandria, VA 22314. Tamps. FL 36810 Job Truss Truss Type pry Ply Park S4 MmrSurdance• 1730.E T71932219 P1730&T 83 MIP 1 1 s110•rdfds Lumber. Nanow. 1•L. 7.640 s AUQ 10 2017 Mfr4k IndufUNS. IBC Men Aug 20 13 56.40 2017 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee4wyU 3TVc4tiYb2daYUlyDFa_z7ABU3MdgtlByjJlb 100 19.4 700 1080 1400 1)•2.12 2100 2200 100 1&4 12.12 3-&0 34i-0 12.12 1&4 100 Scale - 1:30 4 4x4 = 3x4 = 4x4 = 4 19 20 5 21 22 6 3x5 = 3xS = 4x5 = 34 = 3x5 = 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 Ina NO SCOL 10.0 Code FBC2014frPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1557/0-8-0, 8=1557/0-8-0 Max Horz 2=77(LC 6) Max Uplift2=482(LC 8). 8=482(1-C 8) CSI. DEFL. in (loc) Udell Lid TC 0.42 Vert(LL) 0.12 10-12 999 240 BC 0.78 Vert(TL) 0.38 10-12 655 180 WB 0 30 Horz(rL) 0.09 8 n/a n/a Matrix-M) PLATES GRIP MT20 244/190 Weight: 103 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=29491876. 3-4=2674/831, 4.19=2396l174, 19.20=2396/774, 5-20=2396/774, 5-21-2396074, 21-22=2396l174, 6.22=23961774, 6-7=-2675/831. 7-8-2849/875 BOT CHORD 2-12=711/2489, 12-23=743/2610, 23-24-743/2610, 11-24=743I2610, 10-11-743/2610. 8.10=711/2489 WEBS 4-12=-167/797.6.10=1671197.5-12=358/177.5-10-357/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCOL=4.2psf; SCOL-3.Opsf; h-25R; B-4511; L=24R; eave=oft; Cat. II; Exp B, Encl. GCpi=O 18; MWFRS (directional); Lumber DOL-1.60 plate gnp DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (Jt=lb) 2=482, 8-482. 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) 193 lb down and 210 lb up at 7-0-0. 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 10.E-0, and 97 lb down and 106 lb up at 11-11-4. and 193 lb down and 209 lb up at 14-0-0 on top chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9.0-12. 66 lb down at 10.6-0, and 66 lb down at 11-11-4, and 305 Ib down and 97 Ib up at 13.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=60, 4-6=-60, 6.9=-60, 13-16=20 Concentrated Loads (lb) Vert' 4=-146(F) 6=-146(F) 11=-41(F) 12=305(F) 10=305(F) 5=97(F) 19--97(F) 22=97(F) 23=-41(F) 24=-41(F) Me Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Vefry, deefgn peramalera and READ NOTES ON nit$ AND INCLUDED MTEK REFERENCE PAGE M9.7473 rev. faMS4016 BEFORE USE. Design valid for use only with Nin ale® Cenre=ra. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the bulldog designer must vehy the applicability of design parameters and property incorporate this design into the ovea6 building design Bndng indicated is to prevent buckling of individual tntss web andfor chord members only. Additional temporary and permanent bracing is awsys rsrtulred for No" and to prevent a76ap" with possible personal injury and property damage. For general guidance regarding the Is fabrication, storage, delivery, erection are bracing of tius"s and truss systems, sit ANSIRPte Quality Criteria. OS821 and SCSI Building Component am Pat" Fast Blvd Safety Information avattable from Truss Plate Institute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sig H6vSundancs•1730.8 10ty I T11932290 P173MT BSA HIP 1 1 KAWFlodds Lumber, aadow. FL. 7 540 s AuQ 16 Z017 MITek IrouSlneS, Inc, tA0f1 Aug Z6 13 W 46 ZOl 7 Yege 1 10:3zzrE5595gHBgKdROwR6OYzkwee-nryU_3TVcstiYb2daYUlyDFa_z7ABT3MdgtlBylJlb 1 • 13&4 I 10.&0 ( i 7.2.12 21.0.0 2-140- 0iI 33120.3- 03&43.9. 4 i 4x4 = 3x4 = 4x4 '= 20 21 Seale 11 1:37. 7 3x5 = 34 = 4x5 = 3x8 = 3x5 = LOADING (psQ SPACING- 2. 0.0 TCLL 200 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC2014rrP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No. 3 REACTIONS. (lb/size) 8= 1496/Mechanical, 2=155710-3-8 Max Horz 2=76( LC 7) Max Uplm8=439(LC 8). 2=-482(LC 8) CS1. DEFL. in (loc) Well Ud PLATES GRIP TC 0.42 Ven( LL) -0.12 9-11 >999 240 MT20 2441190 BC 0.78 Vert( TL) -0.38 9.11 >656 ISO WB 0.30 Horz( TL) 0.09 8 n/a n/a Matrix-M) Weight: 101 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. FORCES. (lb) -Max. Comp/ Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2850/876. 3-4-26761832. 4-18-2397f775, 18-19=2397/775, 5.19-2397/775, 5-20=2399/776, 20-21=2399/776, 6.21=2399f776, 6.7-26791833, 7-8=2855/879 BOT CHORD 2-11= 73612490, 11-22=770/2612, 22-23=-770/2612, 10.23=770/2612, 9.10-770/2612. 8-9=74012496 WEBS 4-11= 167f798, 6.9= 168f799, 5-11=3591177, 5-9=356/183 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; h=25ft; 8-45f : L-2411, eave=4ft; Cat. 11; 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8-439. 2-482. 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) 193 lb down and 209 lb up at 7-0.0. 97 lb down and 106 lb up at 9- 0.12. 97 lb down and 106 lb up at 10-", and 97 Ill down and 106111, up at 11-11.4. and 193 lb down and 209 lb up at 14-0-0 on top chord, and 306111 down and 97 lb up at 7-0.0, 66 Ill down at 9-0.12. 66 lb down at 10-6-0, and 66111 down at 11-11-4, and 305 lb down and 97 lb up at 13-11.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) bead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=60, 4-6= 60, 6.8=- 60. 12-15-20 Concentrated Loads (lb) Vert: 4=146(F) 6=146( F) 10=41( F) 11=-305(F) 9=-305(F) 5-97(F) 19=97(F) 21=97(F) 22=41(F) 23-41(F) O WARNING • Verily, da99n parameters end READ NOTES ON TMS AND INCLUDED aeTEK REFERENCE PAGE 416.7473 rev. IOW/2016 BEFORE USE. Design valid for use only with MitaluD Conrieclors. This design is based only upon parameters shown. are is for an Individual building component, not a was system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design coo the overall bulldmg design Bracing indicated Is to prevent budding of individual truss wab andfor chord members only. Additional temporary and permanent tracing Is always required for stability and to prevent Collapse with possible personal n)ury and property damage For general guidance regarding the fativical n, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTP11 Oualky Criteria, OSS49 and SCSI Building Component Safety Information available ham Truss (slate Institute, 21e N. Lee Street. Suite 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 kv 6904 Parka East Blvd Tamps. FL 36610 Job Truss Truss Type Oy Ply Pan Sit Hm Sumanea w -178 T11032291ljob IP17306TC1COMMON21 I urmuer, M.W. M. 7 040 a Aug 16 2017 M.Tek Industries. Inc Mon Aug 25 13:58:49 2017 Page 1 10:3zzrE5595gH BgKOROwR6OY2kwee-J7 W ICPU8NA6kKhAEB13ja9rrlOSivhPDaHOOldyjJ la 1 •1.0.0 1 4-10-0 1 9.0.0 1 140 4-10.0 4.2-0 Scale - 120 2 4x4 = 6.00 F12 4 3x4 5 2 n d 6 1 It 3A 11 1.5x4 2x4 = LOADING (psq SPACING- 2-" CSI. OEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -001 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -003 6-9 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.07 Horz(TL) 000 5 n/a n/a BCDL 10. 0 Code FBC2014/rP12007 Matrix-M) Weight: 36lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. SOT 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 1-10-10 REACTIONS. (lb/ stze) 2=434/0.8-0, 5-336/0-1-8 Max Horz 2=-48(LC 6) Max Uplift2- 193(LC 8), 5=130(LC 8) Max Grav, 2=434(LC 1), 5=339(LC 14) FORCES. (lb) - Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=412/151, 33=-351/156 BOT CHORD 2-6-78/308, 5-6=781308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh-140mph (3•second gust) Vasd=108mph; TCOL-4.2psf; BCDL=3.Opsf; h=25f1; B> 45ft; L-24ft; eave=4fi; Cat. 11; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psr on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1t=1b) 22193, 5.130. 8) "Semi rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • verily, design parameters end READ NOTES ON IMS AND INCLUDED WYEK REFERENCE PAGE af04,173 ray. 1""OIS BEFORE USE. Oesign valsl for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual buildup component, not a truss system. BOOM use, tiro building designer must verily the applicability, Of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is allays required for stability and to ptevent Collapse with possible personal injury and property damage. For general guidance regardup the Is fabrication, storage, delivery, erection are bracing of trusses and truss systems, see ANSIRPM Quality Crltorla, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avattabe tram Tens Plate Institute, 218 N Lee Street, Sude 312, Alexandre, VA 22314 Tamps, FL 38810 Job Truss Truss Type oty Ply Park Sit Nm/Suneance-17308 T11032292 P17308-T C2 GABLE 1 1 all Md-FloMa Lumber, Bartow, FL 7 040 s Aug to 7o17 MITek Ind Sines, MC. Moll Aug io 13:36 as Z017 P4Qa 1 ID 3zzrE5595gHBgKGROwR6OYzkwee•J7VNCPU8NA6kKnAE813jo9rrlOSjvhPOaH001dyjJla 1.60 4-10-0 940 1 0 4.10-0 4.2.0 Scale - 1.20.2 4x4 = 8.00 572 1.5x4 11 1 5x4 11 4 3x4 5 2n nIle 1.5x4 II 6 1.5x4 II I It 3,0 II 2x4 = LOADING (pso SPACING- 2411.0 TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-10-10 REACTIONS. (lb/size) 2=434/0-8-0, 5=33610-1-8 Max Horz 2=-48(LC 6) Max Uplrft2=193(LC 8), 5=130(LC 8) Max Grav 2=434(LC 1). 5=339(LC 14) CS1. DEFL. in (loc) VdefI L/d PLATES GRIP TC 0.23 Ven(LL) -0.01 6-13 >999 240 MT20 2441190 BC 0.18 Ven(TL) -0.03 6-13 >999 180 WB 0.07 Horz(TL) 0.00 5 n/a Na Matrix-M) Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling direly, applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=412/151, 3-4=-3511156 BOT CHORD 2-6=78/308, 5-6=78/308 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B-45ft, L=24ft; eave=4ft, Cat. 11, Exp B; Pan. Encl., GCpi=0.55; MWFRS (directional), 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 ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcufrent 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) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) S. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=193, 5=130 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Gap between inside of top chord bearing and rust diagonal or vertical web shall not exceed 0.500in. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameters and READ NOTES ON TNIS AND INCLUDED 60TEK REFERENCE PAGE MO.7473 rev. fo0372 IS BEFORE USE. Design valid for use only with Mreket CWM*etors. This design is based only upon parameters shown. Arlo is for an indrvldual building component. not 1R70 a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate thii design into the overall building design. Bitting iMrated Is to provers buckling of Individual truss web and/or Word members only. Additional temporary and permanent bracing Is sways required lot clsbW aM to prevent collapse with possible personal injury and property damage. For general guidance regamulp the to . ion. storage, delivery, erection and bracing of trusses and truss systems, aide ANSVTPII Quality CMerta, OSS49 and SCSI Building Component 6904 Patna East Blvd. Safety Information awilable from Teas Plata Institute. 218 N. Lee Street. Suite 312, Alexandra. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oy Py Pam Sq HnuSundana I MB TIt93229" IP17306TCJ1JACK141all M4Flonde Lumber. Bartow. Fl. 7 640 s Aug 16 2017 MITak IndusViea. Inc Mon Aug 26 13:66:50 2017 Page 1 ID:3zzr 5595gHBgKdROwR6OYzkwee-oJ3FPNm8TEbxrlRk7by6NlMoghe91Mpx9_g4yjJIZ 1-0.0 1-0.0 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 10.0 Lumber DOL 1.25 BC 0.00 8CLl 0.0 ' Rep Stress Inca YES WB 0.00 BCOL 10.0 Code FBC2014frP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-3-8, 4=3/Mechanical Max Horz 2-35(LC 8) Max Uplift3=-4(LC 5), 2=51(LC 8) Max Grav, 3=13(LC 13), 2-124(LC 1). 4-12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a Y7 1 MCS e x a 2x4 = DEFL. in (loc) Well L/d PLATES GRIP Ven(LL) -0.00 7 >999 240 MT20 244/190 Ven(TL) -000 7 >999 180 Horz( TL) -0.00 2 n/a We weight: 5 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL=3.Opsf; h-15ft: 8=4Sft; L=24ft, eave=4ft; Cat. If: Exp 8; End., GCpi-0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2 0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to Coss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) " Semi -rigid pitehbreaks 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 Q WARNING - Verify design parameters and READ NOTES ON Ties AND INCUIDED WTEK REFERENCE PAGE MfF747S rev. f0a MOTS BEFORE USE. ~1 Design valid for use only with Mfrek® conneaors This design is based only upon parameters sawn, and is lot an dWrvidual buildup component, not 4 truss system. Before use, the buildup designer must verity, the applicability of design parameters and property, nruxxporeta this design into the overall budding design. Bracing aldxated is to prevem buckfing of uldrAdual wss web and/or chord members *(try Additional temporary and permanent bracing u always raquued for stability and to prevent Collapse with possilite personal Injury and property damage For general gudlsnw rsgardalg the fabrication, storage, dellvary, erection and breang of trusses and truss systems, sea ANSUVIt Quality CrlteAa, OSS49 and SCSI Building Component 69W Parke Eau Blvd Safety Intomation avallaba from Truss Plate Institute. 218 N Lea Street. Suite 312. Alexondrls. VA 22314. Tamps. FL 36610 Job Truss Truss Type oty Ply Park Sp HmISundanee-1 Me T1 W32294 P173OS-T CJ3 JACK 12 1 M4Flonda Lumber, Banow, FL. 7.640 s Aug 16 2017 Mrrek Industries. Inc Mon Aug 26 13.56-50 2017 Pape 1 ID:3zuE559SgHBgKdROwR60Yzkwee-OJ3FPNm8TE b1ARk?by6N IgSogse9lMpx9_g4yiJl2 1-0-0 3" 100 3-" Scale - 1.12 3 2x4 = 34-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Inor YES WB 0.00 Horz(TL) 0.00 2 n/a n/a 8CDL 10.0 Code FSC2014frP12007 Matrix-M) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purllns. 80T CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=65/Mechanical, 2-201/0.3.8, 4=29/Mechanlcal Max Horz 2=62(LC 8) Max Uplift 3=26(1.0 8). 2=50(LC 8) Max Grav 3=65(LC 1), 2=201(LC 1). 4=46(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCDL=3.Opsf; h=1511; 8=45R; L-24R; eave=oft; Cat. It. Exp S; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pilchbreaks 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 O WARNINO - Vw* design parameters end READ NOTES ON TIOS AND INCLUDED AOTEK REFERENCE PAGE MI0-7473 nv. 10d03/2015 BEFORE USE. Oasipn valid fat use only with MlTek* tonnedora This design is baud "Won parameters shown, and is rot an indrvNual buddm g comportem, not a truss system. Before use, the wilding designer must vent' the applicability of design parameters and Property, ineotperate this designado the overall wgmng design. Bracing indicated is to ptevem buckling Of IndMdual truss web anelor ctom members only Additional temporary and permanent bracing Is always ra4ulrad for alabbey and to pravem Collapse with Possible Personal Injury and property damage For general guidance tagamug the No autwron. storage, "nary, erection and bracing of trusses and truss systems, tee ANSVTPH Quality C1010118, OSS42 and SCSI Building Component 6904 Pame East Blvd. Safety Information available from Truss Pale InsidIna. 218 N Lee Street, Sidle 312, Alexandra, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq Hm/Sundance.I MB T11932295 P1730B-T CJ3T SPECIAL 2 1 M16Flonda Lumber, aartow. FL 7.640 a Aug 16 2017 MITsk Industries. Inc Mon Aug 2813:54111 2017 Page 1 ID 3zzrE5595gMBgKdROwR60Yzkwee-GVddd5WOvnMS2?Kdlj6BfarrsC9gNbzV2bvXMWAJIY t-0-0 2.3-4 3 60 t30 2-3-4Z1 2 214 = Scale a 1:12.3 Plate Offsets (X.Y)— 13:0-3.10.0.0-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.07 Vert(TL) -0.01 6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 5 Iva n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-M) Weight 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oe purlins. BOT CHORD 2x4 SP No.2 'Except' SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 REACTIONS. (lb/size) 4=5 1 /Mechanical, 2=202/0-3-8, 5=42/Mechanical Max Horz 2=62(LC 8) Max Upldt4=-16(LC 8). 2=51(LC 8), 5-7(LC 8) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind, ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; 8CDL=3.0psf; h-15ft; B=45f1; L=24f1; eave=oft; Cat II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurtent 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 wide will frt between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5. 6) "Semi -rigid pdchbreaks 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 O WARNING - Verify design parameters and READ NOTES ON TNS AND INCLUDED a9TEK REFERENCE PAGE Md-7473 rev. 10412Q015 BEFORE USE. Design valid for use only with MITatr® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the wilding designer must veftly the appi cabrety of design parameters and properly, incorporate this design Into the overall budding design. Brawg indicated is to prevent Wcudg of individual cost web and/or chord members only. Adaional temporary and permanent bracing Is always required for stability and to prevent Collapse with possible personal injury and property, damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSII PII Quality Criteria. OSS49 and SCSI Building component 6204 Parke East Bata Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandda, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtuSundance-1730.8 T11932298 P1730&T CJS JACK 12 1 MA-Flwtls Lumber, Bartow, FL. 7.Ba0 s /w8 16 2017 Mrtak Industries, lnc Mon Aup 28 13-58:51 2017 Pop 1 I D:3zZrE5595gH BgKdROwR60Yzkwee-GVdddS WOvnMSZ?Kd1f6BfarpYCSDNb2V2bvXM WyfJ1Y 1-0-0 r • Scale a 1,17.3 20 = 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ven(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Ven(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 2 n/a n/a SCOL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 18 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oe punins. SOT CHORD 20 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=111/Mechanical, 2-298/0-3.8, 4-46/Mechanical Max Harz 2=90(LC 8) Max Uplfft3= 47(LC 8). 2=60(1-C 8) Max Grav 3-111(LC 1), 2-298(LC 1). 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3 Opsf: h=15ft; B=45ft; L=24ft: eave=oft; Cat. II; Exp B: End. GCpi=O 18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) " This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2 0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pilchbreaks 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 0 WARNING - Vwffy design parameters and READ NOTES ON 116S AND INCLUDED AaTEN REFERENCE PAGE A111.7473 rev. f"V2015 BEFORE USE. Design valid for use only with Weka Mut6el0ni This design Is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verify the appticabdily of design parameters and property incorporate this design into the overall budding design Bracing indicated a to prevent but:gmg of indmdual truss web andlor Gard members only. Additional temporary and permanent bracing Is always (squired for stability and to proven[ cMapse with possible personal injury and property damage For general guidance rogardmg the I! fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfiPlt Quality CAt*tU. DSS49 and SCSI Building component 69W Parke East Blvd Safety Information avadabe from Tens Male Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 1•00 2-3-4 5.0.0 1-0-0 2-3-4 2.8-12 Scale a 1.17 3 214 = I 2-3-4 2-3-4 I 5 QO i 2.612 Plate Offsets (X.YI- 13 0.410.0-0-31,13:0-1-2.0.1-61 LOADING (psi) SPACING- 2-" CS1. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.02 3 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.28 Ven(TL) -0.05 3-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 19lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3.6: 2x4 SP No.3 REACTIONS. (lb/size) 4=95/Mechanical, 2-302/0-3-8, 5=57/Mechanical Max Horz 2=90(LC 8) Max Uplift4-36(LC 8). 2=62(LC 8), 5=3(LC 8) Max Grav 4=95(LC 1), 2=302(LC 1). 5=70(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind, ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf: h=15ft; 8=45ft. L-24ft, eave-4ft, Cat II; Exp B; Encl., GCpi=0.18: MWFRS (directional), Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncorlcurrent 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 fn between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, S. 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 0 WARNING - Verity design parameters and READ NOTES ON T1BS AND INCLUDED MITEK REFERENCE PAGE 11410.103 raw. 10)0"013 BEFORE USE. Design valid far use only with MTakm connectors. This design is based only upon parameters shown, and is for an individual buddng component, not a truss system Before use, the budding designer must verify the applrubWy of design parameters and property mcoryrate this design into the overall budding design Bracing indicated is to prevent bucking of inchvidual truss web and/or chord members only. Additional temporary and pehmanant bracing is always required for stabdny and to prevent collapse wdh possible personal injury and property damage. For general guidance regarding the in fabrication, storage, delivery, reaon and bnlOng of trusses and truss systems, sea ANSVrPII Quality Criteria, OSBda and SCSI Building Component 69% Parke East BM Safety Information available from Tens Pests Instdute, 216 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Pam Sq KmrSuodance•1730.8 ' T11932293 P17306-T F1 ROOF TRUSS 3 1 mesroraw Lumyar. =enow. rL. 0.1.8 HFL"--1 04 = 1x3 = 14 = 1 2 3 ts C - — 33 32 31 1x3 II 4x4 = s racy w en ^W m a r yv ID:3zzrE5595gHBgKdROWR60Y2kweezn ;? % O; 5UJ89vps000BoNgObIz6vNMEe4uyyjJlX o 1141,12 a Sca • - 1:51.3 30 1x3 3x5 FP = 3xa = 4x8 = 3x4 = 1x3 II 14 = 4 5 6 7 a 9 /0 11 12 13 14 15 q 3637 7 30 29 28 27 26 25 24 23 22 21 20 19 to 17 16 t 14 11 3xa FP = 4xa = 3x4 = 14 II 3x4 = 14 II 1x3 II 3x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.84 Vert(L-) -0 14 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Ven(TL) -0.22 18-19 >748 240 BCLL 0.0 Rep Stress Incr YES WB 0 63 Horz(TL) 0.04 16 n/a n/a SCOL 5.0 Code FBC2014frPI2007 (Matnx) Weight: 155 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 64-0 oc purlins, except BOT CHORD 20 SP No.2(flat) 'Except' end verticals. 16-25: 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) 'Except' 1-33,15-16: 2x4 SP No.2(ftat) REACTIONS. (lb/size) 33=743/0-8-0, 16=56810-8-0, 23=193510-8-0 Max Grav 33=776(LC 3), 16=652(LC 4). 23=1935(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 33-34-77110. 34-35=771/0, 1-35=771/0, 16-36=-643/0, 36.37=643/0, 15-37=-643/0, 1-2-72410. 2-3=1769/0, 3-4=2204/0, 4-5=2240(0, 5-6=1912/0, 6.7=1038/137. 7-8-1038/137. 8-9=0/861, 9-10=0/1132, 10-11-986/567, 11-12-1496/235. 12.13=1496/235, 13.14=1391/0, 14-15-587/0 BOT CHORD 31-32-0/1392, 30-31=0/2123, 29-30=0/2240, 28-29-0/2240, 27-28-0/2240. 26.27=0/1604, 25.26=357/441, 24-25=357/441, 2324=1855/0, 22-23=185510, 21-22=-826/555. 20-21=23511496, 19-20=-235/1496, 18-19=26/1577, 17-18-0/1138 WEBS 9-23=1904/0, 1-32=0/984, 9.24=0/1323. 2-32-929/0, B-24=1248/0, 2-31=0/525, 8-26=01887, 3-31-491/0, 6-26-841/0, 6.27=0/499, 5-27=-584/0, 5-28-581252. 15.17=0/798, 9-22=0/1136, 14-17-76710. 10-22-104310, 14-18=-251351, 10-21=flf744, 13.18=258/122. 11-21=905/0, 1319=-430/0, 11-20=0/299 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) "Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 310d (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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameters and READ NOTES ON rNIS AND INCLUDED AOTEK REFERENCE PAGE 111110-703 rev. 10003,20tb BEFORE USE. Design valid for use only with MiTak6 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss "am. Betom use, the a9dng designer must verify the applicaWhy of design parameters and prepady incorporate this design into the overall budding design. Bracing Indicated is to prevent budding of individual truss web andfor cidrd members only. Additional temporary and Permanent bracing is always required for stability and to pnverit cobapse with possibN personal injury and property damage. For general guklance regandng the IN fabrication, storage, delivery. erection and lining of trusses and truss systems, we ANSIRWt Quality Criteria. OSS49 and SCSI Building Component 6904 Pam* East Blvd. Sarary Information available hbm Truss Plate institute, 218 N Lee SuaeL Suite 312. Alexander. VA 22314 Tampa, FL 36610 Job Truss Truss Type sty Ply Park Sq HmSundanee-173aB Tttp322pp P17308•T F1A GABLE 1 1 job Re oke nup w cV cute mwsuios, Inc nsun rurp to ra.ao.aa dr r rape rID:3zzrE5595gHBgKdROvvR60Yzkwee CuIN2nXe00cAOJ00078tk'/wAb-IsJrVzoVuOeRPyjJIW aks SuN 1 vg.1 i I I I I I I I I I I I'I I I I I I I I I I I ii 10-10-14 25-104 1044 12-" 14.114 1644 2044 2444 2s•9-0 14-0 4-0 a -0 a-a0 •4.0 1 4 1 - 1 -0 14 17.104 1 2o-s4 2 -1o•a 23. 4 .. 7. 4 2a•104 14-0 14-0 14-0 1.4-0 14•0 14-0 14-0 1-0-4 - . 04-1 14•0 14-o a 144 u-0 14-0 1•z•u 14.01•M•u 1 0.104 14-0 14-0 0.3404-d 0-34 0-14 0.14 0.7.14 14.0 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC • 0 01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 26 n/a n/a BCDL 5.0 Code FBC2014frPI2007 (Matrix) Weight: 129 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(0at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 29-10-8. lb) - Max Grav All reactions 250 lbor less at joint(s) 50, 26, 27, 28, 29, 30, 31, 32, 33. 34. 35, 36. 37. 49, 48, 47, 46. 45. 44, 43, 42. 41. 40, 38 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) All plates are 1 x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) " Semi -rigid pilehbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • V* design rr ry it Mfrek* co Bola READ NOTES is lase AND INCLUDED Mters REFERENCE PAGE Ma7QM rail. ng CoMOrb BEFORE USE. Design vales Is use only with MRelao ednneaora. This design is based only upon parameters drown, and a ror an individual building Cdrrlpanant, his a trlas system. Betas uses, the budding designer must verily the applicabidty of design parameters and property, incorporoto this design into Na overall twddalg design Brarhq etd"ad is to preverm buckbng of individual teas web and/or Clad members only. Adddanal tentpaary and permanent sadng a always required la stability and to provem collapse with possible parasol injury and property damage. For general guidance regstdog the tatxreron, stooge, delivery, eredim and bracing of vusses and truss "aim. sae ANSUMI Quality Crlteds, OSS49 and SCSI Building Component SON Parke East and. Safety Information available hom Truax Plate Insidute, 218 N. Lee Brea, Sude 312, ANrandm, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sit HrtVSundanca1730.8 Tu932300IP1T308-T F2 ROOF TRUSS 4 1 Me rrorioa sumoar, 0.1-8 H Imo-0 494 = 1x3 = Ila = 30 = t32 1 2 1 3x3 10 = 34 = 34 FP = 14 11 30 = 3 4 5 6 7 a nuy w - r .........ww.a.. n.,. ....y co . _ _ cI.V. . 10.3=rE5595gH BgKdROwR6OYzkwee-94JmF6YGBil I OT3CzrfuGOT9_Pz6amrykY78zryjJIV scale a 1:44.4 3x4 = 416 = 5.10 = 110 II 4.4 = 34 = 9 10 11 12 13 14 17 30 29 28 27 26 25 24 23 22 21 20 19 16 17 16 15 1 5x4 II 416 = 3x4 = 34 = 34 = 14 II 3x4 = 3x4 = 34 FP = SA = 34 II 44 = 1x3 II 4x4 = 34 II 41S _ LOADING (pso SPACING- 2.0-0 CST. DEFL. in (loc) Udefl L/d TCLL 400 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0 32 25-26 >768 360 TCDL 10.0 Lumber OOL 100 Bc 1.00 Ven(TL) -0.49 25-26 >496 240 SCLL 0.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.07 19 n1a n/a SCOL 5.0 Code FBC20141TP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except' TOP CHORD 1-5: 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. 1(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/sae) 30--989/041-0, 15=197/0.3.8, 19=2008/0.3-8 Max Uplift 15=-429(LC 3) Max Grav 30=992(LC 10). 15=176(LC 4). 19=2008(LC 1) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 30-31=985/0, 31-32=985/0, 1-32-985/0. 14-15=183/403, 1-2=958/0. 2-3=2445/0, 3-4=3338/0, 4-5=3657/0, 5-6=3657/0, 6-7-3558/0, 7-0=3558/0, 8-9=2577/0, 9.10=122010, 10.11=0/914, 11-12-17/1258, 12-13=17/1258, 13-14=-65/526 BOT CHORD 28-29=0/1852, 27-28=013009, 26.27=0/3651, 25.26=0/3558, 24-25=013558, 23-24=0/3132, 22-23=0/2031, 21-22=0/2031, 20-21-0/443, 19-20=2211/0, 18-19=2211/0. 17-18=-1258/17,16-17=1258/17 WEBS 11-19=217210, 1-29=0/1303. 11-20=0/1730. 2-29-1242/0. 10.20=158210. 2-28=0/826, 10-21 =011 192. 3-28=785/0, 9-21=1144/0, 327=0/458, 9-23=V772, 4-27=-435/0, 8-23=788/0, 8-24=0I770, 6.26=2441367. 6-25-265144, 7-24=29010, 14-16=700187. 11-18=011454, 13-16=0/995, 12-18—d27/0, 13-17-551/0 PLATES GRIP MT20 244/190 Weight. 136 lb FT = 20%F, 1196E Structural wood sheathing direly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 15. 3) "Semi-dgid pilchbreaks including heels" Member end laity model was used in the analysis and design of this truss. 4) Recommend 2x6 srongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 310d (0.131' X 3') nails. Strongbacks 10 be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WANING - VsrW desks perametars and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE AU47473 rev. 1M.W015 BEFORE USE. Design valid for use ottfy, wan Mfrek* connectors This design is based only upon Parameters$town, and Is for an individual bukfi% component, not truss "am. Before use, the building designer must verily the applicability of design parameters and propene mcorporata this design into the overall design. Bracing indicated is to prevent bucking of individual Trusss web andlof Chord members only. Additional temporary and permanent braeagl is always rallutred for stabitdy and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, deanery, erectan and braong of truss and truss systems, see ANSVTPi1 Quality criteria. DSB49 and BCSI Building Component 6904 Parlut East Blvd. Safety Information available from Truss Plata Institute. 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmlSundance-1730.8 T11S32301 1317308-T F2A R/30f TRUSS 1 Job Reference loptional) 0.1 6 Hi 1-3-0-i 4x4 = 1R1 = tx4 = 3x6 FP = 1 2 3 4 5 6 J30 10:3zzrE559 HB KdROwR6OYzkwe"Gt8SS uy u2ddOXYA7 rQ.au as JC zCtSqqZuyOtp0?J KxJCZSzCtNHnJIU 1x4 11 4R4 = 7 a T Sine a 1.44.0 34 = 4x5 = 602 = 4R5 = 3x6 9 10 11 12 13 2e 27 26 25 24 23 22 21 20 19 to 17 Is t5 14 1.5x4 II 4.5 = tx4 II 4R4 = 3x5 = 3.6 FP = 5x8 = Also = 4R5 = 4x5 = 6,11 = 1 210.12 f 2541-4 1 21-0.12 4.74 LOADING (psi) SPACING- 2-04 CSI. DEFL. in (loe) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Ven(LL) -0.32 23-24 >778 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.90 Ven(rL) -0.50 23-24 >500 240 BCLL 0.0 Rep Stress Ina NO WB 0.86 Horz(TL) 0.05 17 Na Na BCDL 5.0 Code FSC2014rrP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) 'Except' TOP CHORD 4-13: 2x4 SP No. I(f aj) BOT CHORD 2x4 SP SS(flat) *Except* BOT CHORD 14-20: 2x4 SP No.2(ftat) WEBS 2x4 SP No.3(8at) REACTIONS. (lb/size) 28=960/0-3-8, 14=-201/5.5-0, 17=4753/5.5-0, 15=-540/5.5.0, 16-405/5-5-0 Max Uplift 14=201(LC 1), 15-540(LC 1), 16=405(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 28-29-953/0. 29-30=953/0, 1-30=953/0, 1-2-924/0. 2-3=2343/0, 3-4=3172/0, 4-5-3172/0. "-3420/0, 6.7-3204/0, 7-8-3204/0, 8-9=1917/0, 9.10=386/0, 10-11=0/1790, 11-12-0/2431, 12-13-01356 BOT CHORD 26- 27=0/1785, 25.26=0/2871, 24-25=013463. 23.24=0/3204, 22-23-0/3204. 21-22-0/2591, 20-21=0/ 1290, 19-20=0/1290, 18.19=568/0, 17-18=3162/0, 16-17-3216/0, 15-16=1265/ 0 WEBS 11-17- 4654/0, 1-27-0/1256, 11.18-0/1800, 2-27-1197/0, 10.18=-1698/0, 2-26Wr777, 10.19=0( 1327, 3-26-735/0, 9.19=1258/0, 125=0/418, 9-21=0/872, 5-25=-405/0, 8-21=937/ 0, 8-22=0/976, 6-24-162/480. 6-23=33310, 7-22-386/0. 13-15-474/0. 12-15=0/ 1265, 12-16=1621/0, 11-16=0/1680 lT Weight. 136 lb FT - 20%F, 11 %E Structural wood sheathing directly applied or 5-3-4 oc punins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 14. 540 lb uplift at joint 15 and 405 lb uplift at joint 16. 4) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10.04) 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1 00 Uniform Loads (plf) Vert: 14-28= 10, 1-13=100 Concentrated Loads (lb) Printed copies of this document are Vert: 11-1775 not considered signed and sealed and the signature must be verified on any electronic copies 0 wARNING - verity design pe unetars and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE MO.7473 rev. 1".%2016 BEFORE USE. Design valid far use only with Mi7akS comaaor&. This design is based only upon parameters shown, and is for an individual budding Component, not a truss system. Before use, the building designer must verity the applicability Of design parameters are propady nrarporate this design into the overall buddimg design. Bracing indicated a to prevent bucking Of Individual truss web and/or chord members Only Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and wet systems, we ANSUTPlt Quality Criteria, OSS4e and SCSI Building Component 6904 Pans East Blvd. Safety Information availablefromTunaPlataInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Pam Sq HMSundanu 17348 T11932302 P17306T F3 ROOF TRUSS 3 1 ibFrunw Lumbar, eanw, rL. 0.1.8 H! 1-3-0 4x4 = Ila = 14 = 3x4 = 2 2 36 34 = 34 = 3x8 FP= 14 II 3.4 = 3 4 5 8 7 8 W cv.•m,v „ .., Ivry so ......vww,. yv. ID:3zzrE558SgHBgKdROwR6OYzkwee-cTR Wgo2XIJ?dmCeSGiMMeYVd0eh217FSsct2lyjJ IT VA Scats = 1:43 8 lx3 II 30 = 416 = Sx,O = 4x4 = 34 = 9 10 11 12 13 14 30 29 28 27 28 25 24 23 22 21 20 19 18 17 18 15 1.5x4 II 4)A = 3x4 = 3x3 = 3x3 = ba II 3x4 = 3x4 = 318 FP = SA = 3X3 II 44 =1x3 II 44 = 3.3 It 4x8 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.30 25-26 >815 360 TCOL 10.0 Lumber DOL 1.00 BC 0.99 Verl(TL) -0.46 25-26 >526 240 BCLL 0.0 Rep Stress Ina YES WS 0.84 1 Horz(TL) 0.06 19 n/a n/a BCDL 5.0 Code FBC2014fTP12007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 1(flat)'Except' TOP CHORD 1-5 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.t(0at) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. (lb/size) 30=962J041-0, 15-362/0-3.8, 19=2164/03-8 Max Uplift 15=573(1_C 3) Max Grav 30=964(LC 10). 15=110(LC 4), 19=2164(LC 1) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 30-31-957/0, 31-32-957/0, 1-32-957/0, 14-15-117/551, 1-2-928/0, 2-3-2357/0, 3-4-3193/0. 4-5-345210. 5-6-3452/0, 6-7-3310/0, 7-8-3310/0, 8-9-225510, 9-10--843/0,10.11=0/1302,11-12=0/1550,12-13=0/1550,13-14=0/686 BOT CHORD 28-29=0/1793, 27-28=0/2892, 26.27=0/3478, 25.26=0/3310, 24-25=0/3310, 23-24=0/2841, 22-23-0/1682. 21-22=011682, 19-20-2618/0, 18.19-2618/0, 17-18-1550/0, 16-17-1550/0 WEBS 11-19-2304/0, 1-29=0/1262, 11-20=0/1759, 2-29-1202J0, 10.20-1617/0, 2-28=0/785, 10-21-0/1230. 3-28-744/0, 9-21=1180/0, 3.27=0/418, 9-23-0/805, 4-27-397/0, 8-23=427/0. 8-24=01808, 6-26-200/405, 6.25-278/28, 7-24-305/0, 14-16=914/0. 11-18=0/1603,13.16=0/1174, 12-18=-44510,13-17=-651/0 PLATES GRIP MT20 2441190 Weight: 135 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 573 lb uplift at joint 15. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 1G." oo and fastened to each truss with 310d (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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Varlly deign paramatars and READ NOTES ON T OS AND INCLUDED AOTEK REFERENCE PAGE AM7473 rev. 1401*015 BEFORE USE. Design valid for use only with AARehS connectors. This design is based only upon paramsters shown, and Is for an Individual building component, not a truss system. Before use, the bugdsg designer must veAy the app6caasy, of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent oucktrng of individual truss web and/or chord members only. Additional temporary and permanent or=" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the kv fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OS6419 and SCSI Building Component 6904 Paiute East Blvd. Safety Information available ham Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Pane S4 Hml3undanee-I M8 T11932303 P17306T F4 ROOF TRUSS 2 1 1 5 4 0.1a H I--1-3-0 06 = 1x3 = 1x3 = 4x4 = 1 2 u rwp io — i r coil i as mausuias. inc. roan —9 m i a.ao-ao a i r raga i ID-3zzrE5595QHBq dROwR6OYzkweecTRWgoZXfJ?IfmCa5GiMMeYUfDeU2hkFBscl2jyjJIT Scale el•356 1.3 II axe FP = 4x4 = 4x8 = 4 5 6 7 a 9 10 11 1.5x4 II 4x6 = 34 MT20HS FP = 1x3 I I 4x4 = 4x6 = 1.50 SP = 4x4 = Ig LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.41 16-17 >605 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 1.00 Ven(TL) 0.64 16-17 >388 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.09 12 n/a n/a BCDL 5.0 Code FSC2014/rP12007 Matrix) Weight: 108 Ile FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2(Bat)'Except' end verticals. 12-20: 2x4 SP OSS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(Bat) 1-4-12 oc bracing: 19-21. REACTIONS. (lb/size) 23=1131/041-0.12-1131/041-0 FORCES. (lb) - Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23-24=1124/0, 24-25=1124/0, 1-25=1124/0, 11-12=1123/0, 1-2=1108/0, 2-3=2887/0, 3-4=-4047/0, 4-5=-4768/0, 5.6=-4768/0, 6.7=4679/0, 7-8-4084/0, 8-9=2920/0, 9-10=2920/0, 10-11=1158/0 BOT CHORD 21-22=0/2144, 20-21=Of3596, 19.20=0/3596, 18-19=0/4495, 17-18=0/4768, 16.17=0/4768, 15.16=0/4526, 14-15=0/3621, 13.14=0/2191 WEBS 11-13=0/1541, 1-22=0/1506, 10-13=1436/0, 2-22=1441/0, 10-14=0/1014, 2-21=0/1033, 8-14=976/0, 3.21=987/0, 8.15=0/644, 3.19=0/626, 7-15=-615/0, 4-19=-624/0, 7-16=27/397, 4-18=85/671, 6-16=-468/234 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at foist 20 = 11% 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Varfy design paninwers and READ NOTES ON T10S AND INCLUDED AOTEK REFERENCE PAGE MLL7472 raw. 10 V20f6 BEFORE USE. Design valid for use any wan MtTek® connectors This design is based only upon parameters shown, and is for an individual building coriporent. not a truss system. Before use, the building designer Must verily the applicability of design parameters and propady InCorpdrale this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing alwaays required for stability and to prevent collapse with possible personal infury and property damage For general guidance regarding the MR fabrication, storage, delMry. eractgn and bracing of trusses ana truss systems, sea ANSUTP11 Quality CMarls, OSS49 and SCSI Building component 6904 Parr Fast Blvd Safety Inforimation avalable ham Truss Puts Institute, 216 N. Lee Slraeb, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Park Sq HmIrSundanee-1730•8 10ty JPIY T11932304 P17306T F5 ROOF TRUSS 4 1 0.1.8 H i t 5 44 _ tx3 = 11Li = Ik4 = 1 2 4 low nvy -.1 ..waav '... "av . 10.3zzrE5595gHBgKdROwR60Yzkwee-4t?ut8a9Ud7cHwronfzObur5hwc 9n8L00WMraAyiJIS Scale - 134 7 3x8 FP = 40 = 44 = 7 8 9 10 11 1.5k4 II 4JA = 3x8 MT20HS FP = I'a II 40 = 416 = 4k4 = 1.50 SP = 17 203.12 203.12 Plate Offsets (X Y)- 111doe 0.1-81 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TIC 0.83 Veff(LL) 038 16-17 >624 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.99 Veff(TL) 0.60 16-17 >400 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.10 12 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 106 lb FT - 20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 2-2-0 oc puffins, except BOT CHORD 20 SP No.2(flat) 'Except* end verticals. 12- 20: 2x4 SP No.t(flat) BOT CHORD Rigid ceiling directly applied or 10-40 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing: 19-21,17-18.16.17. REACTIONS. ( lb/size) 23=1100/0-7-4, 12=1100/Mechanical FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23-24=109310, 24-25=1093/0, 1-25=-1093/0, 11-12-1093/0, 1-2=1075/0, 2- 3-2789/0, 3-4=3889/0, 4-5= 4522/0, 5-6=4522/0, 6.7--4453/0, 7-8=3922/0, 8- 9=2821/0, 9-10=2821/0, 10.11-1123/0 BOT CHORD 21-22=0/2079, 20.21=013468, 19.20=0/3468, 18.19=0/4301, 17-18=0/4522, 16-17=0/4522, 15. 16-014331.14-15=0/3491,13.14=0/2124 WEBS 11-13=0/1495, 1-22*0/1461. 10-13-1392/0, 2-22-1397/0. 10-14-01970. 2-21=0/988, 8- 14-932/0. 3-21=944/0, 8-15=0/599, 3-19=0/586, 7-15=569/0, 4-19--572/0, 7- 16=70/352, 4-18=1171569, 6-16=385/220 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20 = 11 % 5) Refer to girder(s) for truss to truss connections. 6) " Semi-dgid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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. 8) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • VO*V Oman pars metre and READ NOTES ON 110S AND INCLUDED WTEK REFERENCE PAGE A9F7473 rev. fM"015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown. and is for an uidNidual buildup componard, nol a truss system Before use, the bugdmg designer must verity tie applicability of design parameters and property incoM"a this design into the overall building design Bracing indicated is to prevent buoiduig of individual thus woo and/or chord members only. Additional temporary and permanent bracing Is strays required for stabitay are to prevent collapse with possible personal Injury are property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. war ANSVTPII Oualhy Criteria. OSS-89 and SCSI Building Component $904 Parka East Bind Safety Information available from Truss Pone Institute. 218 N. Lao Strom. Suite 312. Alexandria. VA 22314 Tamps. FL 36810 Job Truss Truss Type Oy Ply Park Sq HnvSundancea1730•B T11932305 1217308-T F7 ROOFTRUSS 1 1 all 0 8 2 t MV s Aug 1e 4/Mrs a[ IrrOYiuRs, mG rnon Aug zo ls.w:ot 2e1t cage 1 ID 3zvE5595gHBgKdROwR6OYzkwee-4fTut6a9Ud7cHwrinfzObwSnjcDSnJcOOWMraAyjJIS 1x3 II 3 4 5 Scale a 1.22 3 15 14 13 12 11 10 9 e 1x3 II 1411 I 13.3-4 13.3-4 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Vdea Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 100 SC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 a n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matnx) Weight: 70 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purllns, except SOT CHORD 2x4 SP No.2((lat) end verticals. WEBS 2x4 SP No.3(aat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-" oc bracing: 12-13.11-12. REACTIONS. All bearings 13-1-12 lb) - Max Grav All reactions 250 lb or less at joint(s) 15. S. 9, 14. 13, 11. 12 except 10=303(LC 1) FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) All plates are 3x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - V.YV daslgn parameters arb READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE 1110.7472 rev. ION2r2015 BEFORE USE. Design void for use any with MTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly 111e01poral0 this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members ordy. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the kv fabrlut on. storage, delivery, erection and bracing of trusses and truss systems, site ANSIRPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parka East Bra. Safety IMon ation available from Truss plate Insteae, 218 N. Lee Street. Suite 312, Alexendrls, VA 22314. Tamps. FL 36810 Job Truss Truss Type Oty Ply Park sq McNSundance-1730-8 T119]YlOaIP17308-T F9 ROOF TRUSS 1 1 enn-rgnw Lumdar, MnM, M. 1.3.0 fMY i µg 10 Nl / MI lax 1/gIRIrRi. InG. MWI Allg [a li:ia:0 [Vl / Yaga 1 ID:3=rES.%SgHSgKdROwR6OYzkwee-2rYG5Ubnf xFTv4MxChkgR3dyXOVL WiOXfA5P6LyjJ IR Scab a 1:17 5 N I tx3 II 1x3 II axe2345e il, 1 10 9tx3 9.3.12j 9.3.72 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.39 Vert(L-) -0.02 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.27 Vert(TL) -0.04 8-9 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.28 Horz(TL) 0.01 7 Ma n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 51 lb FT - 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) 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.3(8at) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 12-495/041-0, 7-495/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=491/0, 13-14=491/0, 1-14=491/0, 6.7=491/0, 1-2=-419/0, 2-3=907/0, 3-4=907/0, 4-5-907/0, 5.6-436/0 BOT CHORD 10.11-0/794, 9-10=0/907, 8.9=0/808 WEBS 6.8=0/580, 1-11=0/569, 5-8=518/0, 2-11-523/0, 5.9=5/263, 2-10=0/274 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pitahbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VNIVY design panmetant and READ NOTES ON TNIS AND INCLUDED AUTEK REFERENCE PAGE AILL?473 tay. 1000MMA BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, aro is for an Individual buldalg component, not a bass system Before use. the buddxwg designer must verily Ina Applicability of design parameters and Property Incorporate this design into Ole *versa buadrng design. Bracing indicated is to prevent buckling of individual buss web andfor chord members dilly. -Addaanaf temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcalson. storage, dalnary, erection and bracing of trusses and bass systems, sea ANSVrPI1 Quality Cdtena, OSS49 and SCSI Building Component 69W Parka East Blvd Safety Information available from Truss Plate Insidae, 20 N Lee Street, Suite 312, AlexandN, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sig HmiSundanCe-1730•6 T11932107 P17308-T F9 ROOF TRUSS 2 1 coy .c cop m .a:ao.ao N i r rapa r ID.3zzrE5S9SgHBgKdROwR6OYzkwee-ZrYGSUbnFxFTv4MzChkgR3dlr0ZPAMfA51p&MJIR i 1.3.0 i `' 34 1 16 = 2 3 14 II 4 Scale a 1 9 6 34 = 34 = a 7 6 5 34 11 3411 LOADING (psf) SPACING- 2 0 0 CSI. OEFL. in (loc) udefl Ud TCLL 40.0 Plate Grip DOL 1 00 TC 0.11 Vert(LL) 0.00 6 999 360 TCOL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) 0.00 7 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight. 24 Ib FT - 20%F, 11%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 34-0 Of: purlins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8.170/Mechanical, 5=170/Mechanical FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 1041-0 oil 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Varfly daalgn panunWars and READ NOTES ON TIOS AND INCLUDED WYEK REFERENCE PA E M11F7473 rev. I0,11,24015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buWulp designer must verify the applicability on design parameters and properly incorporate this design into the overall building design. Bracing militated is to prevent buCldnng of individual truss web andiat Chdro members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal miury and property, damage for general guidance tegandmg this fabr"oVT n, storage, delivery, erection and bracing of trusses and truss systems, see ANSP11 Quality Criteria, OSS M 9andSCSIBuildingComponent6904PaneEastB. Safety Information available from Truss Pate lfatnute, 216 N Lee Street. Suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Pitt Sit HnuSumaluA-1MS Ttt932306IP173OS-T FT1 ROOF TRUSS 1 Mid-Fionda Lumber, Bartow, FL. 7.640 a Aug 16 2017 MITak Industries. Inc. Man Aug 26 13.58:69 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-126elgcPOENKWEx9mOF3zGA?40inF?vhugrye2ylJl0 i 2.5.3 I 4$10 7•Pt ( EL36 I 11-7-0 13 10.7 I 1&1.14 I 1_ 6S5 1 20.10.6 2.5.3 237 2.37 237 2.37 2.3.7 237 2-3.7 2•S3 Scale - 1:362 74 = 1x4 II 5x6 = 1x4 11 4x8 = 4x4 = 54 = Sid = tx4 11 7x8 = 1 2 3 4 21 5 6 22 7 8 9 10 20 11 40 I I 7x10 - 214 I I 8x12 MT20HS = 2x4 II 4x4 = 4x10 = 2.4 II 7x10 = 4x4 I I THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.91 Vert(LL) -0.64 15-16 >388 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.84 Vert(TL) -1.00 15-16 >248 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina YES WB 0.90 Horz(TL) 0.10 11 n/a hire BCDL 5.0 Code FSC2014frP12007 Matnx-M) Weight: 348 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 D 'Except' TOP CHORD Structural wood sheathing direly applied or 2-2-0 oc purlins, except 7-10. 2x4 SP No.1 end verticals. BOT CHORD 2x6 SP OSS 80T CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 'Except' 1-19,3.19,3-17,5.17,5.15,6.14,8-14,8-12,10-12: 2x4 SP No.2 REACTIONS. (lb/size) 20=4894/0-7-4.11-489410-84 Max Uplift 20-131 8(LC 4). 11=1318(LC 5) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20-4341/1177, 1-2=9464/2542, 2-3=9464/2542, 3-4=21509/5733, 4-21-21509/5733, 5-21-2150915733, 5.6=24455/6478, 6-22=21462/5720, 7-22=2146215720, 7-8-21462/5720, 8-9=9377/2519, 9-10=9377/2519, 10-11=4302/1167 BOT CHORD 19.20- 176/651, 18-19=-4696/17534, 17-18=-4696/17534, 16-17-6610/24951, 15.16=-6610/24951, 14-15=6478/24455, 1314=-4707/17577, 12-13=-4707/17577, 11-12=175/646 WEBS 1-19-256519556, 2-19=926/278, 3.19=-8750/2335, 3-18=121/522, 317-1170/4310, 4-17=-881/264, 5-17-3732/1064, 5-16=104/464, 5-15=537/212, 6-14=3246/934, 7-14=-925/275, 8-14=1145/4212, 8-13=141/598, 8-12=-8891/2373, 9.12-921/276, 10-12=254119466 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-4-0 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 (8) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7- 10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf; h=25f1; 8=45ft; L-24f1; eave=4rt; Cat. II; Exp 8: End. GCpi= 0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 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. Printed copies of this document are 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1318 lb uplift at joint 20 and 1318 ID uplift at p joint 11. not considered signed and sealed and 9) Girder carries tie- in span(s): 7-0-0 from 0-" to 20.10-8; 74-0 from 0-0-0 to 20-10.8 the signature must be verified on 10)'Semi-rigid pits hbreaks including heels" Member end lady model was used in the analysis and design of this truss. any electronic Copies 9MGM(Me andard WARNING • Verify deal,. Peramefers and READ NOTES ON TN/S AND INCLUDED MTEK REFERENCE PAGE MLL7473 M. 100L70/S BEFORE USE. Oeslgn valid lot use ony with Mnek* cafin0OWa. This design is based only upon parameters shown, and is for an Indrvidual buildup component, not a bass system Before uu, the building designer must verily the applicability or design parameters and properly Incorporale lids design into the overall budding design Ste" indicated Is to prevent Welding of thdrAdusl WAS web andlor yard members ony Additional temporary, and permanent brawn, is always required for atabady afid to prevent collapse with possible personal injury and property damage For general guidance regarding the Is raerica ton, storage, delhwry. erection and bracing of trusses and bass systems, sea ANSVWI1 Quality Criteria. OSS419 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Sundanca. 1730.8 T11932306IP173OB-T PT1 ROOF TRUSS 1 3 mrur w ue r.rrmw , wnwr, rL. /,WY f Alg 10 LVl / MI I OR IfgY{YIOf, InC Mon AYg zit 1J.o0.OV zul r Paga z ID:3zzrE5595gHBgKEROwR6OYzkwee-126e lgcPOE NK WEx9mOF3zGA140inf Tvhugrye2ylJl0 LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1 00. Plate Increase=1.00 Uniform Loads (pd) Vert: 1-10=466, 11-20=10 AWARNING rr ee o only with MI a/wfers end READ NOTES is THIS only INCLUDED eOers REFERENCE PACE ubvid al rev. building component. BEFORE USE Design valid for use any with MRek® connectors This design a based Dory upon parameters shown, and is for an rldmdwl DuUdug component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the owes budding design. Bracing Indicated is to prevent buclemg of Individual truss web and/or Chord members only Adddional temporary and permanent bracing re sows" required for stability NO to Prevent collapse with possible personal injury and properly damage for general guidon" regarding tta fabrication, storage, delivery, electron and bracing of trusses and truss systems, sea ANSVVPI1 Quality Criteria. OS0419 and SCSI Building Component 69" Parke Esst Blvd. Safety Information available from Truss Plate insteae, 218 N. Lea Street, Suds 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq WrvSundartce•1730•B T11932309 P1730&T FT2 FLOOR 1 W&Flodda Lumber, Barlow, FL. 7 640 s Aug 16 2017 MiTak Industries, Inc. Mon Aug 26 13'5a'59 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-126elgcPOENKWEx9mOF3zGA1HOgpFOzhugrye2yjJIO 2-5.7 4.9.2 7412 9.5.4 11•&14 1449 11 0 1 2.54 2.3.11 2.3-10 2.4.6 2-* 2311 2.2.7 0- Scale - 1,2e 6 1.Sx4 II 5x6 = 1.5x4 II 5x5 = 17XS = 64x4 = 1.50 II 5x5 = UAI II 7x6 = 2.4 II axe = 2x4 II 2.4 II axe = UAI II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 100 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Ina YES BCDL 5.0 Code FSC2014frPI2007 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SP No.1 Except' 9.13: 2x6 SP No.1 D WEBS 2x4 SP No.3 REACTIONS. (lb/size) 16=2677/0-6.12.9=2221/0-7-4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.77 Vert(LL) 0.31 12-13 >620 360 MT20 244/190 SC 0.96 Vert(TL) 0.48 12-13 >404 240 WB 0 89 Horz(fL) 0.04 9 n1a n/a Matrix-M) Weight: 266 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 3-4-13 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. Except: 2-2-0 oc bracing: 12-13. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=2360/0, 1-2=-5548/0, 2-3-554810. 3-4-1472410, 4-5=14724/0, 5-6=1086210. 6-7=-4332/0, 7-8-433210, B-9=187110 BOT CHORD 15.16= 0/345, 14-15=0/11343, 13.14=0111343, 12-13-0/10862. 11-1 2=0/1 0862, 10-11-0/10862, 9-10=0/306 WEBS 5.13=0/ 4386, 5.12=1559/0, 3.14=0/640, 1-15=0/5635, 3-15-6274/0, 3-13=0/3662, 6-11=012109. 8- 10=0/4360, 6.10=-7070/0 NOTES- 1) Special connection required to distribute bottom chord bads equally between all plies. 2) 3-ply truss to be connected together wnh 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7.0 oc. Bottom chords connected as follows. 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10." oc and fastened to each truss with 3.10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3115 lb down at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead r Floor Live (balanced), Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8- 100, 9-16- 10 Concentrated Loads (lb) Vert: 13=3115( F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNINO • Verity design parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE M114473 r4v. 14O12015 BEFORE USE. Design valid row use only with WSW connectors This design is based only upon perametera shown, and is for an indNldual building componam, not a truss system. Before use, the building designer must applicability tapplicabilityign ty of desparameters and properlyincorporatethisdesignudo the Overall busdmg design. among indicated rs to prevent Welding of indivleuel truss web and/or chord members only. Additional temporary and permar ant bracing is always required for stability and to prevent axlapse with possips personal injury and property damage. For general gurdanca regarding the kv hbrkation, storage, daiwary, erection and bracing of trusses and truss systems. sea ANSVTPl1 Ouslity criteria, OSS49 and SCSI Building component 69W Parke East Blvd SNaty Information available from Truss Plate Institute, 216 N. Lee Street. Sus@ 31Z Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oy Ply Park Sq HnvSundance•1730.8 T11912310IP1730&T FT3 FLOOR 1 2 MxIFFionds Lumber, Banw. FL. 7.840 s Aug 16 2017 Mrrek InduaVles. Inc Mon Aug 28 13 59.00 2017 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-VEgI WAdlnYVA80WMK6mMNIKngDP_gCg6UaWBVyjJIP 4 a 0.7.12 4 44) 1 4x4 = 2x4 11 1.5x4 II 1.50 II 4x4 = 04 = 2x4 11 Sure - 1.17.8 4 4 LOADING (psQ SPACING- 2.0.0 CSI. DEFL. in (loc) udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 028 Ven(LL) -0.01 7-8 >9% 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.17 Ven(TL) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FSC20141TPI2007 Matrix-M) Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins, except SOT CHORD 2x6 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing REACTIONS. (lb/size) 8=510/Mechanical, 5-162/0-7-4. 6-990/0-4-0 Max Grav 8=525(LC 3), 5=177(LC 4). 6=990(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-568/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections. 5) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-110d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163111 down at 0-1-12. and 160 lb down at 2-1.8, and 347 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead * Floor Live (balanced): Lumber Increase=l 00. Plate Increase=1.00 Uniform Loads (pIQ Van: 1-4 =100. 5-8-10 Concentrated Loads (lb) Vert: 8-163(F) 7=347(F) 9=160(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Varlry daslgn parameeo end READ NOTES ON rMS AND INCLUDED WrEK REFERENCE PAGE MD-7473 . 100312013 BEFORE USE. Design valid (w use only with Mrek® comapore This design is baud only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability at design parameters and property incorporate this design into the overall buildup design Bracing indicated is to prevent buckling of indnlduat trues web and/or chord members only Additional temporary and permanent bracing is always requi ed (or stability and to prevent collapse with possible persons! injury arld property damage For general guasnce regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPH Quality Criteria. OSS42 and SCSI Building Component 69W Parke East 81W. Safety Information available ham Truss Plate Inatome, 218 N I." Street. Suite 312. Alexandna. VA 22314. Tamps. FL 36810 Job Truss Truss Type Oty Ply Park Sq Hrrusuraancs•1730.8 T11932311 P17308-T FTa FLOOR 1 Md-Florda Lumber. Bartow, FL. 7 640 s Aug 16 2017 MITek Industries. Inc. Mon Aug 26 13.59.00 2017 Pape 1 10 3zzrE5595gHBgKdROwR6OYzkwee-VEgt WAd1 nYVABOWMK6mMNjH6gOk_SCg6UaWBVyjJIP 2.10.9 5.7.7 8.60 2.10.9 241-13 2.10.9 Scale-1:16.3 1 5x4 II 4x4 = 74 = 1 74 — 2 3 4 2.4 I I 2.4 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 1 2.1a9 2.10.9 I S-7-7 2$13 I e 6 0 1 2.10.9 Plate Offsets (X.Y1— 17:0-3-0.0.2-81 LOADING (psi) SPACING- 2-" CSI. OEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.11 6-7 >931 360 MT20 244/190 TCDL 100 Lumber OOL 1.00 BC 0.98 Ven(TL) -0.16 6-7 >608 240 BCLL 0.0 Rep Stress Incr NO WS 0.96 Horz(TL) 0.01 5 n/a n/a BCOL 5.0 Code FBC2014frPI2007 Matrix-M) Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-4-5 oc purtins, except BOT CHORD 2x6 SP No.1 end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. 1-7,3.7,4-6: 2x4 SP No.2 REACTIONS. (lb/size) 8=3125/Mechanical, 5=3707/0-6-8 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-0=2422/0, 1-2=-6405/0, 2-3=6405/0, 34-6421/0. 4-5=2413/0 BOT CHORD 7-10=0/6421, 6.10=0/6421 WEBS 1-7=0/6786, 3-6=-256/0, 4-6=0/6804 NOTES- 1) 2-py truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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 (8) 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) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1087 lb down at 1-9-4, 485 lb down at 1-11-0, 1087 lb down at 3.9-4. 515 lb down at 4-0-0. 1087 lb down at 5-9-4, and 581 lb down at 7-7-0, and 1089 lb down at 7-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=100, 5-8=10 Concentrated Loads (lb) Vert: 6=1087(F) 9=1572(F=1087, B=-485) 10=1602(F=1087, B=515) 11-1669(F-1089, B-581) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED AOTEK REFERENCE PACE NO.7473 rev. l"Jr2015 BEFORE USE. Design valid for use only with MITekib connectors. This design is based only upon parameters shown, and Is lot an mdrvdual buildup component, not a truss system. Safore use. me building designer must verity the applicability or design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss welt andfor Card members only. Additional temporary and permanent braehg Is always requirod for stability and to prevent collapse with possible personal injury and propel damage. For general guidance regarding the fabrication. storage, delivery, erection and bracinng of trusses and truss systems, sae ANSUTPIt Oualky Criteria. OSe49 and SCSI Building Component 69W Parke East Bid. salary Intomaeon available from Truss Plot Insbtae, 216 N Lae street. Suite 31Z Alexandra, VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park SO Mm/SunOanu-1730•B T11932312 P1730&T FTS FLOOR 1 A Mud-Flodds Lumber, eariow. FL. 7 640 s Aug 16 2017 MTek Ind net. Inc Mon Aug 26 13.59:01 2017 Page 1 10:3zzrE559SQMBgKdROwR6OYzkwe6-zOEPIIVWfYsdImYSYupHX3hFYpEY4i5S L8K3yry)JI0 2.7.4 54-12 741-0 2.7-4 2-5-8 2.7.4 Sub- 1.155 1 5x4 II 1 04 = 04 = 04 = 2X4 II 20 II LOADING (psQ SPACING- 1-4-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5 0 Code FBC2014/TPI2007 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. CSI. DEFL. in (loc) Vden Ud PLATES GRIP TC 0.07 Vert(LL) 0.02 6-7 999 360 MT20 244/190 BC 0.14 Ven(TL) 0.01 6-7 999 240 WB 0.19 Horz(TL) 0.00 5 n/a n/a Matrix-M) Weight: 85 lb FT = 206A LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=421/0-8-0, 5-41910-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=361/0. 1-2=-734/0. 2-3=734/0, 3-4-750/0. 4-5-366/0 BOT CHORD 7-10=07750, 6.10=tU750 WEBS 1-7=O/788, 4-6=0/805 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) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except i1 noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated 3) "Semi -rigid pdchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each thus with 3-10d (0.131' X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead 4 Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Van: 1-4-67, 5-8=7 Concentrated Loads (lb) Van: 9=100 10=100 11=100 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily design parameters end READ NOTES ON raS AND INCLUDED WTEK REFERENCE PACE M11.74fl raw. /0403/20/S BEFORE USE. mom Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an MrAdual 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 ro prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for unitary and to prevent collapse with possible personal Injury and property damage Fat general guidanu regarding the mow fabrication, storage, delnery, erection and bracing of trusses and truss systems, sea . ANSIIPII Quality Crltaria, 03049 and SCSI Building Component 6904 Parks East Blvd. Safety Information availaMa from Tans Plate Institute, 218 N. Lae Street, Suna 31Z Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Dry Ply Parkan Sq HnvSunaance-t73OB T11932313 P1730B-T FT6 FLOOR 1 A MWFlonids Lumber, eanow, FL. 7.640 z Aug 16 2017 Wait Industries, Inc. Mon Aug 26 13.62.01 2017 Page 1 ID-3zzrE559SgHBgKdROwR6OYzkwee-zOEPI Wd(Ysd t mYSYupHX3hFYUEXBjkL8K3yryjJ lO 2.7-4 52-8 2.74 2-7-4 scale - 1:11.0 1 4x4 = 2 4k4 = 31 5x4 II 20 II 40 = I 2-7.4 2-7-4 I 5-2.8 I2-7-4 LOADING (psf) SPACING- 2-" CST. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) -0.01 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.20 Ven(TL) -0.01 5 >999 240 BCLL 0.0 Rep Stress Incr NO W8 0.17 HOIz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014frP12007 Matrtx-M) Weight: 58 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-2-8 oc purllns, except SOT 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) 6=590/Mechanical, 4=623/0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.6-371/0, 1-2=683/0 BOT CHORD 5-8=0/683, 4.8=D/683 WEBS 1-5=Dl133, 2-4=733/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.94) 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 it noted as front (F) or back (S) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down at 0-1-12. and 160 lb down at 2-1-8, and 348 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 uniform Loads (plf) Vert: 1-3-100, 4-6-10 Concentrated Loads (lb) Vert: 6=163(13) 7-160(8) 8=-348(8) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design P,rametas end READ NOTES ON TMS AND INCLUDED MTEk REFERENCE PAGE IWX7473 rev. 10005r2015 BEFORE USE. Design valid for use only with Mrelot connectors. This design is based only upon parameters shown, and a for an Indiwdual building component. not a truss system Before use, the building designer must veiny the applicability of design perametam and properly Incorporate this design into the ovaas building design. Bracing Indicated Is to prevent buckling of Iridrvldual Was web and/or chard members only. Additional temporary and permanent bracing is sways required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the Is fabrication, storage. delMry, stectlen and bracing of trusses and truss systems, sea ANSIRPII Quality Criteria. OSS419 and SCSI Building Componam 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312. Alesanidria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq NmlSundancs-t730-B I Ttt9323t4 Pt73013T FT7 FLOOR t all 3-4.0 1 sits = VIY AYg 10 N I I MI I aR ineuiaers. iIIG. Mari /sing [O 1 i'Lf V 1 LV 1 / rage' ID:3zzrE5595gHBgKdROwR6OYzkwee-zOEPjWdlYsdlmY5YupHX3hFU9EX9j7R L6K3ixylJlO 2 1.5x4 II 4 3 2x4 II 44 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) 0.01 3 4 999 360 TCDL 10.0 Lumber DOL 1.00 SC 0.20 Veft(TL) 0.01 3-4 999 240 BCLL 0.0 Rep Stress Ina NO WS 0.00 Horz(TL) 0.00 3 file n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-M) LUMBER- BRACING - Scale -1:9.6 PLATES GRIP MT20 2441190 Weight: 19 lb FT = 20% TOP CHORD 20 SP No.2 TOP CHORO Structural wood sheathing direly applied or 3-" oc purlins, except SOT 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=357/Mechanical, 3=357/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) "Semi -rigid pilchbreaks Including heels" Member end laity model was used in the analysis and design of this truss. 3) Recommend 2x6 srongbacks, 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=100, 3.4=135(F=125) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verily design paramoters and READ NOTES ON rNIS AND INCLUDED MI rEK REFERENCE PAGE AtIF7473 ray. 1MUN 15 BEFORE USE. slow Design valid for use any who MRela® connectors. This design Is based only upon parameten shown, and is for an Individual budding component, not a truss system Before use, the building designer must verify the applicability or design parameters and properly incorporate this design into the overall bulding design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for gabday and to prevent collapse with possible personal Injury and properly damage For general guidance regarding the fabrication, Stange, delivery, aractan and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, OSS41e and SCSI Building Componant 6904 Parka East Blvd. Safety Information available from Truss Plate Inaitule, 216 N Las Street, Suaa 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HMSundance-1730.8 T11032315 P17W&T J7 JACK 17 1 MIO4Fbnds Lumber, Sanow, FL. 7 640 s Aug 16 2017 MITek Induatrnes. Inc. Mon Aug 26 13.59.02 2017 Pape 1 ID 32zrE5595gHBgKdROwR6OY2kwee-RdonwreHJ9luNhgkRWombvoCYdrgSah7so4CFNyiJIN 1-0-0 7.0.0 10 7.0.0 Scale - 1:22 5 3x4 = i 7.0-0 740 i Plate Offsets (X.Y)— f2,Edoe.0.0.41 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.26 TC 0.52 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.37 Vert(TL) -0.16 4-7 >510 180 SCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.01 2 n1a n1a SCOL 10.0 Code FBC2014rrP12007 Matrix-M) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical, 2-397/0.3-8, 4=61/Mechanical Max Horz 2=118(LC 8) Max Uplift3=67(LC 8). 2=-72(LC 8) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(LC 3) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vufl=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf, BCDL=3.Opsf; h-15ft: 8=45ft; L-24ft: eave=oft, Cat. II; Exp S; End., GCpi=O 18: MWFRS (directional), Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 3 and 72 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fart' 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 0 WARNING - VOWV design parameters and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE 11111-7473 rev, faNL2015 BEFORE USE. Design valid for use onlywah MTelap conneaore This design Is based only upon parameters shown, and is for an Individual balding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly trtcorpdtate this design Into the overall bu9dtng design. Bracing indicated is to prevent buckling of indroduel truss web andlof chord member only. Additional temporary and pentumem bracing is always required tot stability and to prevent rompse with possible personal injury and property damage For general guidance regarding tM is fabrication, storage, delivery. aredan and bracing of wares and truss syatems. sea ANSIRPt1 Quality Criteria, OSB49 and SCSI Building Component 690s Parke East 8wd Safety Information available ham Truss Plate Institute, 218 N Lee Street. Sude 312. Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type oy Ply Park Sq HmSundan e-1730.8 T7191231e P17308-T J7T SPECIAL 3 11 Job Reference (optional) Lumbar, Bartow, FL. 7 640 a Aug 16 2017 MiTak Industries, Inc. Mon Aug 28 13:69,02 2017 Page 1 10:3zxrE5595gHBgKdROwRSOYzkwee•RdanwreHJ9luNhgkR WhmbvoeMdofSah7ao4CFNyIJ IN 1.0.0 2-3.4 7.0.0 140 2.3.4 4.8.12 Scale - 1:22.5 24 _ 1.5x4 II LOADING (psf) SPACING- 2." CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 3.5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Ven(fL) -0.17 3-5 >491 180 SCLL 0.0 ' Rep Stress Inv YES WB 0 00 Horz(TL) 0.07 5 n/a n/a BCDL 10.0 Code FSC2014frP12007 Matrix-M) Weight: 25 Ib FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3.6: 2x4 SP No.3 REACTIONS. (lb/size) 4=141/Mechanical, 2=401/0-M, 5=73/Mechanical Max Horz 2=118(LC 8) Max Uplift4=56(LC 8). 2=73(LC 8) Max Grav4=141(LC 1), 2=401(LC 1), 5-100(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind, ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L=2411, eave=oft; Cat. II; Exp E: End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2 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 56 lb uplift at joint 4 and 73 lb uplift at joint 2. 6) "Semi -rigid prtchbreaks 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 r QWARMNO - VMf y only vwdh MITek0 co and READ NOTES Is based AND INCLUDED aOers REFERENCE or E afivdQ3 rev. building cam o BEFORE USE. Design vetd for cos only wan MiTe1e®eonmaors. Tf W design Is bsfa0 coN upon parameters ttgwn, and is for an Individual W tiding comporlent, not a truss system Before use, the building designer must veiny the sppbublhty af design panmatera and prdpedy, incorporate this design Into, the overall budmng design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Addduviel temporary and pennsnem or=" is always required tor stability and to prevent collapse with possible personal injury and property damage. For generst guidance regarding 01e IabnCat on. storage, delivery. erection and bracing of trusses and truss systems, sea ANSVTPIt Quality CAtarta, DS5419 and SCSI Building Componam 6904 Pads East Blvd. Safely Imormadon available from Truss Pate Institute, 218 N. Las Suaet, Suite 312, Alexandra, VA 22314. Tamps, FL 38610 Job Truss Truss Type PlyPalk SitHvuSundance-1 T30• BTtt932317P17308•T 1."" 1KJ7JACK 1 nail Ma1•Frofoa Wrnow, IfinNv, FL I.04V a Aug le LVI / dinar IfquslrNS. mc;. Marl Aug Lo 1J:0V'VJ "II rage I ID:3zzrE5595gHBgKdROwR6OYzkweewpM98Bhv4Ttl?rf x?EK986LgM 1 A?BydHoSpAnpyjJ IM 1•S-0 5.2.5 9.10-13 1-5-0 5.2.5 48-7 2x4 = tut II 5 30 = 5.2.5 t}1G73 r c_c 1 tar r LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 10.0 Lumber DOL 1.25 SC 0.44 SCLL 0.0 ' Rep Stress Incr NO WB 0.34 BCDL 10.0 Code FBC2014rrP12007 Matrix-M) Scale a 1:22 9 DEFL. in (loc) Udefl Ud PLATES GRIP Ven(LL) -0.03 6-7 >999 240 MT20 244/190 Ven(TL) -0.09 6-7 >999 180 Horz(TL) 0.01 5 n/a n/a Weight: 42 Ile FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=130/Machanical, 2=522/0.5-11, 5-314/Mechanical Max Horz 2-118(LC 8) Max Upldt4-55(LC 8). 2=109(LC 8). 5=-47(1-C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=743/82. 11-12=706191, 3-12-664/91 BOT CHORD 2-14=-151/666, 14-15=-151/666, 7-15-151/666, 7-16=151/666, 6.16=151/666 WEBS 3-7-01258, 3-6=7231164 Structural wood sheathing direly applied or 6-0-0 oc purlins. Rigid telling 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 Opst; h-15ft, B=4511; L=24ft; eave=oft; Cat. II; Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell 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 55 lb uplift at joint 4, 109 lb uplift at joint 2 and 47111 uplift at joint 5. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 11 Ile up at 1-6-12. 43 lb down and 11 lb up at 1-612. 64 111 down and 41 lb up at 4-4-12. 64 lb down and 41 lb up at 4-4-12, and 88 lb down and 68 Ile up at 7-2-11, and 88 111 down and 68 lb up at 7-2-11 on top chord, and 6 lb down and 2 lb up at 1-6-12. 6 lb down and 2 lb up at 1-6-12, 18 lb down at 4-4-12, 18 lb down at 4-4-12. and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=60, 5-8=20 Concentrated Loads (lb) Vert: 13-53(F-27, 8=-27) 14=4(F-2, 8=2) 15-10(F=5, B=5) 16=35(F=17, 8=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARMING • Vainly design Parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE NO-7473 rev. 140=015 BEFORE USE. Design vaish for use only with Mrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buildup designer must verify, the applicability of design parameters and properly incorporale this design into the overall building design Brsrxp indicated Is to prevent buckling of individual truss web andlar chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal cowry and property damage. For general guidance regardmg'tM is fabrication. storage, delivery. erection and bracing of trusses and truss systems, see ANSIi Quality Crlterla, OS842 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Pak Sq HmrSunitanca-1730•8 T71932318 P17308-T V-M SPECIAL 1 1 led -Florida Lumber. Bartow, FL 7.640 it Aug 18 2017 MITak Irdustras. Inc. Mon Aug 28 13:59:03 2017 Pape I ID 3zzrES595gHBgKdROwR6OYzkwee-vpM98Bfw4Ttl?rfx?EK?86LkR15F8 6HoSpAnpyiJIM 1-5-0 3-1.13 6-4-9 9.10.13 I -SO 3-1.13 3-2.12 36.4 Scale - 123 0 f rbN 3x4 = 1.Sx4 II 31-13 i 3-1.13 6-4-9 3.2.12 1 9.10.12 3-6-4 Plate Offsets IX.Yh 12Z-0-7.Edoel.13:0.0-8.0.1-11 LOADING(psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(L-) -0.13 3-8 >901 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.74 Ven(TL) -0.30 3-8 >387 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.25 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 40 Ile FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing direly applied or 4-2-12 oc puffins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid telling directly applied or 6-00 OC bracing. 3-9: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5.76/Mechanical, 2-590/0.5.11, 6=316/Meehanical Max Horz 2=118(LC 21) Max Uplifts-31(LC 8). 2-145(LC 8), 6=-74(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.14--847/174, 4-14=-821/182 BOT CHORD 3-17-227/798, 8-17-22W797, 8-18-227/799, 7-18-2271799 WEBS 4-8-37/258.4-7=-859/245 NOTES- 1)Wind, ASCE 7-10. Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rid 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 31 lb uplift at joint S. 145 lb uplift at joint 2 and 74 Ile uplift at joint 6. 6) "Semi -rigid pitehbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 Ile down and 11 lb up at 1-6-12. 43111 down and 11 Ile up at 1$12, 59 Ile down and 30111 up at 4-4-12. 59lb down and 30 lb up at 4-4-12. and 82 Ile down and 56lb up at 7-2-11, and 82 lb down and 56111 up at 7-2-11 on top chord, and 6111 down and 2 111 up at 1.6.12.6 lb down and 2111 up at 1-6-12, 22 lb down and 15 lb up at 4.4-12. 22 lb down and 15 Ile up at 4-4-12. and 36 lb down and 16 lb up at 7-2-11, and 36 lb down and 16111 up at 7-2-11 on bottom chord. The design/selection Of such connection device(s) is the responsibility Of Others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25. Plate Increase-1.25 Uniform Loads (pip Vert: 1-3-60. 3-Sn-60, 9-10-20, 3-6-20 Concentrated Loads (lb) Printed copies of this document are Vert: 15-21(F=-11. B=11)16=4(F-2, B-2)17=-35(F=17, B=17)18-58(F-29. B=-29) not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE M71.1473 rev. 1000=015 BEFORE USE. Design valid for use only with MiTekm connectors. This design is based only upon parameters shown, and IS lot an individual buitdmg component, not NoatrusssystemBeforeuse, in* building designer must verity the applicability of design parameters and properly incorporate this design onto the overall bullmng design Bracing indicated rs to prevent buckling of Indmdual truss web and/or Hard members only Additional temporary and permanent bracing is always requited for stability and to prevent collapse with posslbia Personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality CMerla, OS049 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park sit MrttlSurtOaros-1730•B rt1932s19 P1730&T MG1 MONO TRUSS 1 aao•1•I01oa Lumber. tsanow, K.. /.eau nup rid nrr r ore t as trwusutes, trrc. stem rwp sb r a.aa.w ai r "go] 10:3zzrE SSSSgHBgKdROwR60Yzkwee-N?wXLXgYm?ed?p7ZxrEgKtOnRRhwO?01674KGyjJ IL 3.7.8 7-0-0 3.7-8 3-4-8 Seale = 1:24.5 05 = 3x8 II 4 4x4 = 3.7-e 3.7-8 I 0344.8 71 Plate Offsets (X.Y)- 11.0-0-12.0-0-31 LOADING ( psf) SPACING- 1.0411 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.02 5-7 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.73 Ven(TL) -0.06 5.7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.40 Horz(TL) 0.01 4 n/a n/a BCOL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1-1775/0-3.8, 4-1644/Mechanical Max Horz 1-57(LC 21) Max uplift 1=478(LC 8), 4=435(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-2414/614 BOT CHORD 1-8=598/2181. 5-8=598/2181, 5-9=598/2181. 4-9=598/2181 WEBS 2-5-537/2082.2-4-24861682 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9 1 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf, BCDL-3 Opsf; h-25ft; B=45ft, L=24f ; eave=4f ; Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional); Lumber OOL-1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 PSI bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 1 and 435 lb uplift at joint 4. 8) " Semi -rigid pilchbreaks 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 suppon concentrated load(s) 1486 lb down and 449 lb up at 1. 8-12. and 829 lb down and 210 lb up at 3.8-12, and 829 lb down and 210 lb up at 5-8-12 on bottom chord The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-3-30. 1-4-10 Concentrated Loads (lb) Vert: 5=429(8) 8=1486(B) 9--829(8) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON IMS AND INCLUDED AaTEK REFERENCE PAGE AW7472 rev. 10N3/2013 BEFORE USE. Design valid for use only with MTeke oonneaors. This design is based only upon parameters shown, and Is tot an uorvidual budding component, not a bass system Before use, the building designer must vedy the applicability of design parameters and property incorporate this design Into the overall buildup design Bracing indicated Is to prevent buckling of Individual truss web and/or cord members only. Additional temporary and permanent bracing Is always re4uited for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the kv fabrtcaton, storage, dellwry, erection are bracing of trusses and truss systems. see ANSVTPII Quality CAterts, OSS419 and SCSI Building Component 6904 Parka Fast SNd. Safety Intmin olation availablefromTrussPeInstitute. 21e N. Lae Street. Suite 312. Alexandria. VA 22314• Tamps, FL 39610 Symbols PLATE LOCATION AND ORIENTATION 3/4' 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. Ole For 4 x 2 orientation, locate plates 0- %4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE 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/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS Cr-2 C2J c,, 4WEBS tr O T r`'• V rtY a O H c BOTTOM CHORDS 8 7 6 5 Q IX 2 U 0- 0 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352. ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes lasses will be suitably protected from the environment in accord with ANSI/TPI 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, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, 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, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cat 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 ANSIRPI 1 Oualdy Criteria. 1r 201 24 24 24 24 24 24 16" 24" 24" Gr O 13'- 4' 16'- Ir I I GARAGE ` ILE21- (r NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. c C 30'- 0" Lill 11 11 3 cisICisT I— I I 3 I 6/12 I 12" EP CLG. IA4 U a I-- ----- —J o A3 SCAB PER ENGINEERING A2 6/12 6/12 Al Al 9'- 0" CLG. A2 9'- 0" CLG. A3 6/12 A6 HGUS26-2 A7 B1A J CJ5 B2A a N CJ3 6/12 83A , U U C CJ5 CJ5 n u 1 CJ3 M ,n U U CJ3 U U 1 C 21._ (r 9'- 0" J L 5 - HUS26 1-PLY HGR O 4 - HGUS26-2 2-PLY HGRS. d L 16 - HHUS46 FLR. HGRS 1 APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band 7—\ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 6 / TOP= 2x4 12 12" T0I ICC CAIf1 r%M'rAII MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES P CHORD LIVE: 20.0 TOP CHORD LIVE: 400 P CHORD DEAD 100 IMP CHORD DEAD. 100 IBOTTOM CHORD DEAD: 100 IBOTIOM CHORD DEAD 50 1 TOTAL LORD IPSFI 400 TOTfE LORD (PSF) 550 STRESS INCREASE 125 ISTRESS INCREASE I0 THIS TTa1SS SYSTEM MIS BEEN EESIX0 MH LORDS EE1ERRIED BY 140 MPH WIMS LWNG 42 PSF TOP EHRD DEAD LORD RA 30 PSF 00110H DM DERD LEND 0 MILES FROM mMOiE OCEREl1E CRT. I I EV. B YWE 7.141 up 1730 - B Park Square Homes IEOL FW% TRAY CLG. MSTRBR IML: Sundance - B P1730B mu IOU whkw NIA 0-28-17 Smax RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 07 o7Nc Permit # # 1 7- 2 8 8 3 SANFOIID Project Location Address 3 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL.15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows 8 Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows & Doors 5764 Vedcal Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing lt15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signat Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 t g. -• Ge. SCIS Home I Log In User Registration ? Hot Topics I Submit Surcharge I Stets 6 Facts l Publications I FBC Staff ! SCIS Site Map I Links Search loli a Product Approval i USER: Public User fea'uito Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871-R7 Revision 2014 Approved 0 Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. R Validation Checklist - Hardcopy Received wnirsmmaieniaemi I1 7 I1 ILL T11 Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FLS871 R7 Eouiv of STANDARDS (a).odf Year 1996 1999 2003 1998 2000 1995 1994 http://\&,ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\k'tDgt ,3IjVdak?nHip... 9/13/2017 Florida Building Code Online Page 2 of 4 WP 119 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/13/2016 12/13/2016 10/21/2016 12/15/2016 FL !F Model, Number or Name Description 8871.1 a. 'ClassicCraft Rustic" Series 3% x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.1.odf 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 FL8871 R7 AE (a) EVAL 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or 'ClassicCraft 3'6 x WO "Impact" Opaque Fiberglass Single Door (X) - Rusbc" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.2.odf 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 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'O "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.3.odf 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 8871.3 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note. - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.4.odf 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 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.odf specific Model and for any other additional use limitations Created by Independent Third *Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x WO "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 If (a) INST 8871.S.odf 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 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.S.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and installation Instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact' Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 It (a) INST 8871.6.odf 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 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or 'SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "l" 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", 6'0 x 8'0 'impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 It (a) INST 8871.8.odf 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 FL8871 R7 AE (a) EVAL 8871.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.9.odf 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 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of 'J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us :: 2601 Wait Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. TO determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: t0_51 a http://vA-A,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Cradh Card Safe http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty")Ij Wak2nHrp... 9/13/2017 THERMAITRU 0 THERMA TRU DOORS 1 16 INDUSTRIAL DR., EDGERTON, OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INS WING / OUTS WING GENERAL NOTES "IMPACT, I. This product has been evaluated and 4 in compliance with the Sth Edition )2D14) Florida Building Code (FBC) structural requirements includng the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the "HVHr this product complies with Section 1626 of the Rorido Building Code and does not require an Impact resistant covering. 4. -when used in areas outside of the "HVFIZ" requiring wind bome debits protection this product complies with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level'17 and Includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.22 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x tuck masonry construction. 6. Site conditions that deviate from the details of Thisdrawing require further engineering analysisby o licensed engineer or registered architect. 7. Outsviing configurations using coastal sill Item #4 under active doors meet water infiltration requirements for "HVHP. 8. Inswing configurations and oulswing configurations using sill item #5 under the door do not meet the water Ingtrolton requirements for the "HVHT and shag be installed only in non-habitoble areas or of habitable locotions protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE Of CONTENTS SHEET# DESCRIPTION 1 Typicol elevations, design presam d general notes 2 Door panel defogs (Smooth star 3 Door ponel defogs (Fiber classic) 4 Horizontal cross seclions 5 Vertical cross sections 6 1Bvck and Imme - 2X buck masonry construction 7 Frame onchoring - IX buck masonry conslnrclion 8 BB of Mole6a6 & Components 37.75" MAX. FFRAME WIDTH 36. 00' MAX. _ PANEL WIDIN m M x = W cdZ Z c-: oiW o Z • 2 u g o 0 a mo. a 9 OVER 4LL ZDESIGN P'BiSSURE'(PSF)' D008!_T1rP, Ei= a's SWINGaZ, Lz_':FRAME DIMENSION: PO' SRIVE ==1JEG%1T1VE' INSWING 37. 75" x 98.00" 80.0 80.0 SMOOTH STAR OUTSWING 37. 75" x 96.50" 80.0 80.0 INSWING 37. 75" x 98.00" 80.0 80.0 FIBER CLASSIC OUTSWING 37. 75" x 96.50" 80.0 80.0 See Sheet 8 for design pesme gmitalkxu. scuF N. T.S. era e . DWS FT.-8871. 5 o —L or 8 46 47 41 EXTERIOR 47, r-u 41 L DETAIL A -A J allllllllllll f I INTERIOR 1 HORIZONTAL CROSS SECTION 2 TYP. t CORNERS j F{ OF PANEL CLLI./111a P tt ror fan a L lc m NEL t0 Snaoln da _ 0000000o q 000000000000000000000000000000 11B000000043 00000000 00000 P -I" I' I•T 'I o 00000000 T I I 0000000 46 000000000000000 0000000000000000 000000000 0 1. 00000 y u INGESi1lE is CO0000000 L L0000-0-00000000000op 28.86ROPEN AREA MAX. DETAIL A•A Panel reinforcement NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) EXTERIOR N#O`,m peen I •••• Oj OSS.) J 1 N P r Illll Z V z z'i Em ma`aL Z. Eo 34 vl 2 41 0: m m a ety GINTERIOR o' a 00 Z VERTICAL CROSS SECTION 11 2 t N.T.S. DWS er LFS FL-8871.5 n 2 or 8 1011 EXTERIOR INTERIOR rl "\ HORIZONTAL CROSS SECTION L DETAIL A -A -i emall-m- EL 000000000000000000000000000000000000000000000000000000000000, 000000000000000000000000000000000000000000000 00000 00-0-a00000 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Pone) reinforcement 9 28.86% OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) 9 EXTERIOR INTERIOR t'2'\ VERTICAL CROSS SECTION Mri eT, zd;6zit, 'fill E 9 0-K --ox IL Z's L N.TS. er DWS en LFS FL-8871.5 0 3 OF J— 1-Ip• r EMB. (IYF.1 1 HORIZONTAL CROSS SECTION ovownqmhozo'ed - m+wB,e INTERIOR EXTERIOR 4 aa6o1apl8p= - ft.hv X', O iN ` imn II/I 1III% z o 0 O1 un.:Z b E i $zu x ono€Lo 0 i col3u at 1.11f MIN. EMB. (IYP.) a N.T.S. sr. owS er: LFS i we MW ° FL-8871.5 c' or 8 " G EXTERIOR i" yJ" " "` "` INTERIOR 1 VERTICAL CROSS SECTION S % 'Proved n inswing EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION S Inswing conrigwolion see general notes. sheet 1 t« 9•IVHr water InAtrotion requirements e a' EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION Shownw/Ix b4XCt EXTERIOR INTERIOR S VERTICAL CROSS SECTION S inswirg conligmallon see general rates, sheet l1« g rwaterinfdhotion requirements fit•'•. pg z jrr, INTERIOR EXTERIC'S&r /I o m itilt JU g u•i z& u EW 9 g t W C p g ma`aC40 ' x 10 60 \' yy ` oo Z m 3 VERTICAL CROSS SECTION S Oulswing conliOurollon see general noes, sheet I G o f«' HVHr water inMiralion requiements INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION S Outswftconfgmalion see generol notes, sheet I forgwolertnfJlrorionrequirements er DWS m en LFS % v+ o ru: a FL— t3871.5 n fl 5 Of 8 Q o JS i' l i C i .04TYP. HEAD rl JAMBS " TYP. HEAD d 9 ti c aMASONRYMASONRY OPENING OPENING JAMBS FRAME I'1 tJ 0 U O 2X BUCK h 2X BUCK a BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB M=rly 2X Duck comtftpdbn CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odlusfed to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted os "MAX. ON CENTER' must be odiusled to maintain the min. edge distance to mortorMnfs, oddllionol 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 TYPE.; EMBEDMENT TO MASONRY.:' : O ADJACEM SIZE.':, EDGE '.::; :. ANCHOR•:..::'. ITW o 2" 4" TAPCON ELCO 1/4' T-1/4" T' 4" ULTRACON I WOOD SCREW INSTALLATION NOTES: 1. Maintain o minimum 5/8' edge distance, I" end dlsfonce, d I"o.c, spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH t DEADSOLT DETAIL J*K A Q- 4,Q) ss Nuf cf)** dz A ), a r) A TYP. HEAD 0z 9 z tq & JAMBS Oz MASONRY E M OPENING t 6 U) ri 0 L' Li Ci FRAME 8 15 cc 17 6 EW it, 0 Ix BUCK LATCH A DEADBOLT DETAIL I hvIgN V) z0 HINGE JAMB STRIKE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 11 Aattheco1. Conmohnfolin the nih. Mosonry IX buck constroclion 12 La W ConcreteanchorlocationscorneamaybeadAntedtoedge distance to rnorlar joln& n. iI2. Concreteanchorlocatlonsnotedas'MAX. ON CENTER' must be oc#Lnted to mahfoln the min. edge cWonce to mortor joints, odclillonot concrete anchors may be required to ensue the MAX. ON CENTER' dirnension are not exceeded. 3. Concrete anchor table., 12 12 CLEARANCE MIN. CLEARANCE ANCHOR -'-MIN.:- . ANCHOR. TOMASONRY TO ADJACENT'. EMBEDMENT u JYPi LEDGIFf1w5/ 22/08 TAPCON 0 WALL N.T.S. 01 IIw HINGE DETAIL IAPCON r WOOD SCREW INSTALLATION NOTES, I. Mcftoh a n**nLNn 5/8* edge c1blance. I' end distance, & I'oc. spockV at 0 wood screws to prevent the spliffing of wood. 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX.I/4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1 /2" PFH WOOD SCREW 11.1S' MIN. EMBEDMENT STEEL I INSWING ADJUSTABLE THRESHOLD WWAJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HPS( ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD S OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM I1 HINGE STEEL 12 If 10 X 3/4" PFH SCREW STEEL 13 It9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 R8 X 2-1 /2" PFH SCREW STEEL 17 08 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLi (6601 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072" THK. SMOOTH STAR = 6,OOD PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOODAVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. ISMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137 THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOODAVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAI IFIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 1 FOAM CORE POLYURETHANE 4.SB O S EAD SIDE Jwb L RES LD kwwbV aOntoele SJTT S R OLD hevAv sell•o ml S.IS Q THRESHOLD S OuMhq stwxw f It zc e< mpir0_111 1411 lttt ttt`` 0 SyE onus. i r THRESHOLD bia-V adjustable r.NLMIES OLD Oubwkv cooslot SAT r it 6 RESHOLD b-ft MAX. DESIGN PRESSURE _ +/. 50 PSF av,r. N.T.S. 01M er: DWYS IcmL on LFS FL-8871.5 n or -A Florida Building Code Online Page 1 of 3 Business Professional Regulation SCIS Home I Lop In I User Registration I Not Topics I Submit Surcharge I Stats & Facts f Publications I FBC Stag I SCIS Site Map I Links I Search I Product ApprovalU)ipr M USER, Public User r Product Approval Menu > ProduR or Appli[ation Search > Application List > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer M1 Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category 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 M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R3 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://y rww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # I Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FuS332 R3 If 08-00498D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 14S-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-022488.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE S12968B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 11 08-02249B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas,62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLiS332 R3 II 08-022SOB.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R3 AE S12970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-00499D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510806C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" UM Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FLIS332 R3 II 08-0050ID.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd W]dk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510808C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FL15332 R3 II 08-005020.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R3 AE 510809C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions ' Approved for use in HVH2: No FLIS332 R3 II 08-00S03D.odf Approved for use outside HVH2: 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 FL1S332 R3 AE 510810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Bedt Neat Contact lls :: 2601 Blau Stone Road, Tallahassee FL 32399 Phone: aS0-487-1924 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privaev Statement :: Aceesslbllity Statement :: Rotund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In rOSPOrts! to a publIC- eCbrdS request, do not send electronic mall to this entity Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. "Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish co supply a personal address, please provide the Department with an email address which an be nude available to the public. To determine if you are a IKeosee under Chapter 455, F.S., please click here . Product Approval Accepts: COM009M Credh Card Sate http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—TS 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO. XX. XP. PX. XIP. PIX I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION ' 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I REV I DESCRIPTION I DATE I APPROVED A I ADDED FIANCE AND nH INSTALLATION 112/10/13 I R L ' B REVISED INSTALLATION DETAILS 08/03/15 R.L. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES V.L. 1 08-02249 5cua NTS IDA7E 10/30/13 srtn 1 OF 10 SIGNED: 1012312015 NSF 9`t' 7 • 0,.6,25* 0. ASS ONA 11Ea0\\ I FI HI 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 113 FOR NUMBER OF LOCATIONS REOUIRED 17" MAX O.--, C. 6" MAX 17" MAX O.C. 16" iAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 335.OPSF NONE SEE CHARTS /1 AND 02 FOR OTHER UNITS RATINGS REVISIONS ' REV I DESCRIPMH DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. ' CHART 0t WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (psO Frame ogle Panel and Total Frarte VMth (in) Height in) 30.0 60.00 36.0 72.00 4LO 4.00 48.0 96.00 Pos I Meg Pos Nep Pos Meg 84.0 40.0 584 400 457 400 42.0 08.0 40.0 55.2 S40.O454 40.0 430 394 39.4 92.0 40.0 52.4 40.0 406 37.1 37.1 96.0 40.0 49.8 38.4 38.4 350 35.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chary (ps17 Frame Single Panel and Total Frame Width (n) Height n) 2060 60.00 26.0 72.00 42.0 84.00 48.0 1 96.00 Pos I Meg Pos Meg Pos Meg Pos Meg 4.0 58.4 58.4 50.9 50.9 45.7 45.7 42.0 42.0 8.0 55.2 55.2 48.0 48.0 43.0 43.0 39.4 39.4 92.0 52.4 524 45.4 45.4 40.6 40.6 37.1 1 37.1 96.0 49.8 49.8 43.1 43.1 38.4 38.4 35.0 35.0 Number of anchor locations required Frame Sngle Panel and Total Frame VNdth (n) Might n) 30.0 60.0 36.0 72.0 42.0 81.0 48.0 96.0 H85 IJ&mb H&S Jamb H&S Jamb H&S Jamb 84.0 4 1 6 5 6 6 6 6 6 86.0 4 6 5 6 6 6 6 s 92.0 4 1 6 5 6 6 6 6 6 96.0 4 1 6 5 6 6 6 6 1 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWM. OMC ND V.L. 08-02249 suuc NTS 0 " 10/30/ 13 5"' 2 OF 10 SIGNED: 1012312015 c lu FR HE 96- MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS REOUIRED 6- MAX — r r-r 17• MAX rD.C. 6' MAX 17" MAX O.C. 6- T 4X ME GHT 6" MAX 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART 14 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED t35.OPSF NONE SEE CHARTS I I AND 112 SHEET 2 FOR OTHER UNITS RATINGS oCscRwwN WE APVRO40 ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART a4 Number o/anchor locations required Single Panel and Total Lind VMd01(in) Frame HeIgN in) 30.0 60.0 36.0 72.0 42.0 04.0 48.0 96.0 HRS Jamb H&S Jamb H&S Jamb 04.0 4 6 5 6 6 6 ae.o 4 6 5 6 6 E66D2.0 4 6 5 6 6 6 96.0 4 6 5 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTE 96" x 96" FIN ELEVATION DRAW owc W. V.L. 08-02249 sous NTS 0' 10/30/13 `3 OF 10 SIGNED: 1012312015 1/2' MIN. EDGE DISTANCE REV ONS REV DESCRO"M DATE APPRMD A ADDED MNCE AND FIN INSTALLATION 12/1D/13 R.L. 8 REVISED INSTALLATION DETAILS 1 00/03/15 R.L. 1 3/8" MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK + BY OTHERS 1/4" MAX. SHIM fJ10 WOOD SPACE 1 3/8" MIN. 1/4" MAX SCREW EMBEDMENT I r SHIM SPACE T 1/2" MIN. EDGE DISTANCE p10 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. LwL uiz LANCE 010 1 S, WOOD FRAMINu OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS D LLC R I li 1900LAKESIDE PARKWAY 5 FLOWER MOUND, TX 75028 GENSF d+% SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96"FRAME VAF INSTALLATIONDETAILSOF W DRAWN: DWD ND. Ev RB08o 1111110?\\`` scutNTSD'E 10/30/13 E'490F 10 METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE 1/4" MAX. r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES, I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 3/4" Mil EDGE DISTF I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS REV DESCROMOM DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. t /A• 1- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WI D LLC 1t.. OOOLAKESIDEWS PDOOVR Y FLOWER MOUND, TX 75028 tJo 9/i S GEN0 •EP SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 += 96" x 9 FRAME INSTALLATION DETAILS WZDTATOF O 101.•0`` DRAN RO D. REV O2249 a08NOAR DAa 10/30/13 EE5 OF 10 1scuENTS 2 1/ MIN` GA 6E1. d n 1 1/4- MIN. n• '• EMBEDMENT CONCRETE/ MASONRY 1/4- MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY 1 SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4 1 1/4" MIN. a• EMBEDMENT REVISIONS ' OESCRIPWN PATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 1/4- MIN. EMBEDMENT 1/4- MAX. 2 1/2- v SHIM SPACE INTERIOR MIN II EDGE DISTANCE 3/ 16- TAPCON CONCRETE/MASONRY BY OTHERS I-E-1 EXTERIOR OPTONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETHMASONRY INSTALLATION SECURED SEE NOTE 3 SHEET 1 NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/ MIN EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI D LLC 1R 11L0CONCRETE/MASONRYINSTALLATlON PDOOVR YWIOOOLAKESIDAWS J\SFLOWERMOUND, TX 75028 GENS + SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• x 9FRAMEINSTALLATIONDETAILSOGI0yrfVOF96" TAT; DRO NO. REV F•'Q(ORIO"' v-7L08 2E249 SCALENTS aTE 10/30/13 6 OF 10 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LL U lL-U INTERIOR 0 BE SET IN I OF 1VED SEALANT 110 WOOD SCREW WOOD FRAMING OR 2X BUCH BY OTHERS MIN. RENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIDNS ' REV DESCRVgM IlAn APPRWED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1- 1/2" MIN. INTERIOR EDGE DISTANCE 7IF FF1111 g10 WOOD SCREWS EXTERIOR JAMB INSTALLATION DETAIL W000 FRAMING OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS D DOOPARKWAY LLC 1 I ILIo""//. 00LAKESIDE J\S FLOWERMOUND. TX 75028 v,•VGEN,s 9iP SERIES 420 SGD REINFORCED WITHOUT ADAPTER D 5 9x 96" o A! FLANGE INSTALLATION ALLATION DETAILSp0,• TAT OF •ty` t`S, S/RIOP.a• DaAMN. OM ND. 08-02249 KV B WALE NTS IVAIE 10/30/13 s'w7 OF 10 RENSIONS 3/4" MIN. REV DESCROnIDN EDGE r A ADDED FLANGE AND FIN INSTALLATION DISTANCE I 1/4" MAX. B REVISED INSTALLATION DETAILS METAL STRUCTURE SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW 3/4" MIN. INTERIOR EXTERIOR INTERIOR EDGE DISTANCE 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L TO BE SET IN # 10 SMS OR BED OF U t I I I PROVED SEALANT SELF DRILLING L SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION DATE APPROVED 12/10/13 R.L. 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS LLC 00 LAKESIDDPARKWAY FLOWER MOUND, TX 75028 511t. Low///' 9,)+% v •GENSF; SERIES 420 SGD REINFORCED WITHOUT ADAPTER D,,6126 = 96" x 96" rf pt` FLANGE INSTALLATION DETAILS 0 ; STATE OF DRAWN. Dwc No. RLV i'P • Fl p • ` 08- 02749 B RID* \ z' S/ONA tE G suuE aTc NTS10/30/13 8 OF 10 REM9ONS 2 1/2" MIN. REV DMRVTXM DATE APPROVED EDGE DISTANCE I A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLA110N DETAILS 08/03/15 R.L. 1 1/4" MIN. 4 EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS rL SHIM SPACE OXTIBUCKONAL 1/4" MAX. SHIM SPACETOBE21/2, I I INTERIOR PROPERLY MIN SECURED EDGE SEE NOTE 3 SHEET 1 DISTANCE 133/16" TAPCON H i 7ii 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR WJ WJ INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT A. 1 1/4" MIN. EMBEDMENT a I• VERTICAL CROSS SECTION CONCRETHMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1) - - - -- - -- --- - TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012312015 MI WI900OLAKESIDWS D R I l L off,// PARKWADOORSYLLC FLOWER MOUND, TX 75028 GENSF9`P% 0 6 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9ST x 96" FLANGE INSTALLATION DETAILS 0 TAT OFE ; t i 0' LFS;C(pR10: OpAww OWC No REv V. LE 08--0 2E249 B aTcNTS 10/30/13 9 OF 10 WOOD FRAMING 1/4 MAX BY OTHERS I r SHIM SPACE 1 1/4' IMIN.VEMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR 110 EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. F SHIM SPACE 1r-1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. REVISION= REV DESCRIPTION DATE APPROVED A ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 5/8" MIN. EDGE DIST. I TRIM a 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 1 n 3/16" EXTERIOR a J -"— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYACONCRETE 1/2' MIN EDGE DISTANCE METAL STRUCTURE rBYOTHERS 3E D MIN. EDGE DISTANCE INTERIOR TRIM TRIM 1 3/8 MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 010 WOOD B 10 SELF DRILLING SCREW a SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKIWOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WI D LLC R IL O/'// PDOOR YOOOLAKESIDARKWAWS FLOWER MOUND, TX 75028 J\St GENS• + SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 g *= NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96" x 96" • p Ti 1' NOT SHOWN FOR CLARITY. NAILFIN do HOOK INSTALLATION DETAILS `gyp • AT OF DESIGNED IN ACCORDANCE WITH ASTM E22PERIMETERANDJOINTSEALANTBYOTHER.S TO BE DRAW* WC ND REV !4FS : scuE NTS DATE 10/30 13 08 sNcn10 OF 102B ,//"OfONlAlll?`\` Florida Building Code Online Page 1 of 6 Professional Re SCIS Home I Log In I user Registration I Mot Topics I Submit Surcharge I sett a Facts I Pubh000ns ( F8C Stall ! SCtS Site Map I Links I search I loma ra *USER: Product Approval Public user Proautt Aonroval Menu > PmCua or Aooliutlon Search > Aoolication test > Application Oetall FL # FL15279-114 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 Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@cjopay.com 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 Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler GZ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R4 Eouiv 20150319 - FBC - DASMA 108 eouiv.odf FLIS279 R4 Eouiv 20150319 - FBC - DASMA 1 15 eouiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr app_dtl.aspa?param=wGEVXQwtDgv3yVVKJZIQR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Go to Page 0 42 03/19/2015 06/12/201S 06/21/2015 08/10/2017 FL # Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, 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: +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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GRISP, GD1LP, GRILP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). W° 4) Page 1/ 8 d 0 Description 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 Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 R4 II 101655-Revl2.pdf 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) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FLIS279 R4 11 1039S2-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 OSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 90" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door18131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, 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: +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 FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.pdf FLIS279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions FL15279 R4 II 10417S-RevOl.odf Verified By: Intertek 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) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C GAG Letter with proof of contract and proof ofinspection.pdf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R4 11 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://%Nrww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ\vtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 15279.5 00S W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDiSP, EDILP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 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: 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). 15279.7 148B,SSS,4RST,6RST,4RSF,6RSF 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 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). 15279.8 008 W4-09 DSIE-1F171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 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.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and oroof of insoection.odf FLIS279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS279 R4 II 104028-RevOl.odf 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) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.odf FL1S279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 11 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE9 W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.pdf FLIS279 R4 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Revl2:odf Verified By:'lntertek 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) WINDCODE® W4 Garage Door Certification Agency Certificate FL35279 R4 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1S279 R4 1I 101652-B-Rev1l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1S279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL35279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of insoection.odf Impact Resistant: No FLIS279 R4 C GAG W4 Listina Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 103969-B-RevO2.odf windborne debris 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-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104183-Rev0l.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 O11 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R4 C GAG W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 11 104456-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1S00, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEp W4 Garage Door 428, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, ED5S, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odf Impact Resistant: No FLIS279 R4 C CAC W4 Listino Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 3001S9-B-Revl6.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1S279.13 013 W4-09 PAN-2F441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G41L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE® W4 Garage Door GRAIL, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listina Intertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. FLIS279 R4 II 103486-8-RevO8.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1S279.14 http://,Aw",.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQN&,tDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listino Intertek.adf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 ti 103S49-Rev06.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE® W4 Garage Door 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listino lntertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. FLIS279 R4 II 101481-B-Revl3.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, G02LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 104029-B-Rev03.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 fI7 W4-16 DSIEO-1F479: achman/Settlers/Affinity Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with oroof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FLIS279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 103046-Rev07.ndf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Parry: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203 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 requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Certification Agency Certificate FLI S279 R4 C CAC Letter with proof of contract and proof of insoection.odf FLIS279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the Impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DSIU0-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVH2: No Approved for use outside HVH2: Yes FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.0df Impact Resistant: N/A FLIS279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 104457-Rev02.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 1S279.20 020 W4-16 PAN-2Fi53: 73, 1500, Steel Pan (min. 2S ga.) Double -Car (97'to 16'0" wide) 75, 190, 84A, 94, 42, 48, SS, WINDCODE® W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of inspecdon.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FLIS279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. FLIS279 R4 II 101711-B-RevlS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page Q lb Back Neff 12 d Page l./80 0 Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer Copyright 2007.2012 State of Florida.:: Privacy Statement :: Accessibllhty Statement :: Refund Statement Under Flonds law, emall addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with An email address If they have one. The emalls provided may be used for ofTOal communication with the licensee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S , please dick here . Product Approval Accepts: 0 ® Eh Cfeort Card Sate http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ",tDgv3yVVKJZ 1 QR... 9/7/2017 Dons lam C (% ra OnMIS. MAW. On aatrMLmiWIMAOfv nm N]Ofv 6 8 Mtar•c [lar•[. OPTIONAL OWING MAY eE STANDARD OR IMPACT RESISTANT CLAZINO. SEE SECTION B-B FOR DETAILS. MA[. STANDARD SIZE IS 42-1/2•.10'. IMPACT RESISTANT GLAZING IS 21-5/e•.14-1/e'. Ew t b17U1W' Mina A OFMm am m aim I= Paalno IWAMaMIN " Ird YL11w "m twsm-PNn soft lama MR ACCU mlJ01:11 9QM WAM- w a ALSO APPOMM. 11ir/r ow f SIB LAP JOINTS. 1/ DOOM POLYSTYRENE FOAM INSULATION 1-5/1e• MCK WITH VINYL HAIRCELL rw BACKER (INSTATED MODELS ONLY) 25 CA MIN GA.V. S M SALON WITH A BAKED -ON PRIMER AND A BAKEDOff POLYESTER ma-Z mX TOP 0047 APPLIED 70 BOTH SIDES OF STEEL SIGH. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. L'ld OL"dg" MAm wam3m4 .y Tta ml AMP a aM>• M E001 ImA q M I.aPM me / Y!W Ma .mph A M A.lImawmlaMMpP.Iow R[PPo) ml pM vW saps. to r v.om t. VAXW 1 Ir. M S S CFI MM IYmo A MIDC a An m •o > .marts m wa Nt orauooa a • 4Y./M 1M®Il M /TIT Om LAIC v m If N O y L. AL. a a P tutm Imt1 0 C O IF SECTION A -A 19K VIM 1 I- r 710CK Clopay WPC: PAN-2F153 A" 1/ 3/B7 Bullding Products M°°eiAwN01 a 4BL'— lA"N [TI qC COT On (513) °/70-800 0[n O m art 1,. M ft" NhwwA Mww r TALL U-BAR 20 CA GALV. STEEL MIN. YE0.DSTRENGTH: 50 KSI L 3' T 12 CA CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED N/ 1) 14. 5 e• SHEET MET 14 CA, GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /100/e- SHEET METAL SCREWS AND (4) 1/ 4'.3/4' SELF TAPPING SCREWS. SEE VIEW V. TALL . 20 GA GALV. 91M U-BARS IN A 2-1-2-1 PATTERN (LE. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTIO( N). ETC.). EACH U-BAR ATTACHED PWITHER 5hLE1/ T/ . SELF TAPPING SCREWS EM BOTTOM BRACKET. ATTACHED WITH (#144.51 ' SHEET METAL SCREWS. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF & -24.3 PSF TEST LOADS TE: +3e.0 PSr t -37.0 PSE vlman ulna N.x' star W 4 I6'O'w . 1 B•0*H WmP CLASSIC AND CH RP STEEL PAN DOUBLE - CAR. WIN +24 -24.8 PSF B Tuna M[ 101711 BC TAIRM lOT NA® OR Oil COOm Nffif n u n a 2a CLair am I GOnv, HIMVVTnVWr Md e>!V NXIL SM102R mmw 12OV NO NEW T O Ih110E IM 1amI1 oN » LOnan 1-1 OG) RRq W R MNmaaN 11Yf N01 M Fl= A FLLON 110UNN1e ZJM L IOQpIfK Ulm O ENT iMRYU IOY OIIK Nloa OA a OOewa i2/oD Fi 1eL OaiamO, NN12m INN wIIM MOOR a1 r T2ca1 9Wft oN IY mnoe p/oo FO lOL aeumq a r CROW (0-00 DOG. Y ON a90D IODIAIm WIN WOaR mOlm It" R ONmOBM INf M01 NDIMD) I PWM L PUSH r0U11N0 11/piCL NICIDNIDL L/Rf 00 NN TW O PUSH IOW muwpD TO ORM TO$-ul. A UOINOM OOO FIV®1 Mai IL NI OOWO A M/OP( M1O10[ /JOIDW MaIO ION 00NO2oOR NmMNN1 s Amm OO IICIum R wo Noun (A PAO 40 In o PON me rm O\ IOL OU: flm 00 iRf m M VON. 17m MO. fly — I IMPACT RESISUNT ASSEMBLY OEUILS IDRAWINGtOt71t-A SECTION A-R (IMPACT -RESISTANT CLA2ING OPtlON) IwtK V OPO W L mOm0L1 rn— IYININOR NO I00 VX fM-N 1. %VK NO Tmfm NO IIOf NOGG mmlt WOW 02am1 mm A no TNr1A, Room ia®a Na Namnw Imra remm m nNa NN OT) M . 2/4- M Noe WOW 05NM A/ M STANDARD ASSEMBLY DETAILS DRAWING 101711-8 FINK Flow VON OV. CaO10 ON OUIR[ awm7L INK TNT rmn rwm a MNOOOI MW flew arf TMYL 10 IOCO N>a NAmm, Ilw RWmI oa/r INN Ru sue. OIOML W RO al 1 CONS NO ION: CP AMI W OC a M9e{IR E " O WNaO /11101tD 00 /LtSIC N ALt'CO11Q NM /C/1t0 2101. M NLNSWIm 00 "a Imi0Mcm TM 1LomeW M FamIWLCW 10][ ORC1®OMlaWmRmlm 111o1NAow ERGO mCt Om Im 1QT M NVJOT I lI1R ImwOOO /al 0000N[ bum lema On. OVPM T1 FK/N* SHEET 2 OF 2 gisl oo N lal UOLLIX OW ccL">R'°V'' •mW mN 2 OL.. Iwm 1p. Vg" NOOK yams namymr WOW Mn: 2NM (4) Now k mm Him fl%i /' ROD swwr i min t r 10 WL mNT MM 1Tm lam mN Om an NINON Aw SMONLACC llR a l 1®. M 0001 Or M AATNNW samperNIG GOOIB DOLL R M OBOIrt O M N101®OIML Cr mmnoM moo011 INL'O/[ NON Im IQ VON C1110N SWO D OCm All M IO01 Um CN M CNa1G P.E. N1ml eESTOWMA Ile 1— 1 SIX PoWN NSnw Om MOO OHL I MM TRACK ooT WJPATOH ABOVE M DOOR OPENDC DOES NOT AFTER THE NAND LID RATING OF THIS D(IOR. 000n al to su i r OLL ooaa AM NNom 12 " OW. Om nm 11MO¢L DO1 1q Um TOP BRALTIEf DOUBIE ! IM IIOMK 1RICN Ir t-,' 0 LOG sci Rt8( us WADROW 2 WIL TIMM dn AW p t' P. 2-1/rH3 G 00. Olm Ma rJam. 4) =mm NVOQm IDI sm NONDOM ZWK1 11t SC of ma= Oom OVar lml tU/OOL ON. V. fim /IAO pmINVOW. WO7) VROMWOOD N2GR OpYpOl, 1 0II "idWUL %-0Kv Cloa1/3/97 ng Products 8mNMff 4B1M'_VV ST3) 770- 4wOD mm m1 Dom O. a Cnam 9Z IINI t11GT Om MAJON aWL INN otlm MOII21 Ta2nmFWOOaaLLTFORR rawoo+G r RM Am DESIGN LOADS: +24.0 PSF 3 -24. 3 PSF TEST LOADS: +36.0 PSF (1 -37. 0 PSF W 4 I 18'O'W 1 18'0'H CLASSIC AND CH RP STEEL PAN DOUBLE - CAR, 18W +24/-24.5 PSF B v— w2aan 101711 lvab BC Florida Building Code Online Page 1 of 3 r Business & Professional Regulation. SCls Mome I Log In I user Registration I Mot Topics I submit Surcharge I scats s Facts ; Publications I FSC stair j SOS Site Map I Unks I search I lorda Product Approval USER: PubliC User Cx s at`ataa Product Approval Menu > Produet or Application Search > Application List > Application Detail t FL # FL17499-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE GG Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Vear AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGE VXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 L703 Summary of Products FL # Model, Number or Name Description 17499.1 18S SH S2x72 Fin/Flange Frame IG/SG impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).Ddf Impact Resistant: Yes Design Pressure: +55/-SS FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 3).Ddf Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 2).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 18S SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.Ddf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-81G 1-8A 52 1-8X84 R60(100918).odfApprovedforuseoutsideHVHZ:. Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).odfImpactResistant: No Design Pressure: +60/-60 FL17499 R1 C CAC MI windows - 18S SH (Fin) (9).odf FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PGSS Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 11 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) lmoact 4).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (Sl Done.odfDesignPressure: +SS/-55 Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flanae) lmoact 3).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) lmoact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A.odf Created by Independent Third Party: Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C GAG APC(13361)E1726.01-109-47-RO 185 SH(FLG waiverl.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).odf FL17499 R1 C CAC MI Windows - 18S SH (Flange) 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 111 fI 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.odf Created by Independent Third Party: Yes 17499.S 18S SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www. floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVH2:: No FL17499 R1 C GAG APC(133631E1729.01.109-47-RO i8S SH (FLG waiverl.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FL17499 R1 C GAG MI Windows - 18S SH (Fin) (13).odf FL17499 111 C CAC MI Windows - 185 SH (Fin) (14).DdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (FlanaelOther: R-PG60; 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 111 AE 513328A.odf Created by Independent Third Party: Yes 17499.6 185 Triple SH 11102 Fin Frame IG/SG Single Hung 11002 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17499 R1 C CAC MI Windows - 18S SH TriDle (Fin) 3).odfApprovedforuseoutsideHVH2: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 18S SH TriDle (Fin) 4).DdfDesignPressure: +50/-50 Other: R-PG50• FL17499 R1 C CAC MI Windows - 185 SH Triple (Flanne) 3).Ddf FL17499 111 C CAC MI Windows - 185 SH TriDle (Flanae) 4)_Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 111 11 08-02S48A.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.odf Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL17499 Ri C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVH2: Yes 3).Ddf Impact Resistant: No FL17499 R1 C GAG MI Windows - 18S SH Twin (Fin) Design Pressure: +45/-45 4).Ddf Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanae) 3).odf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanael l.odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 11 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE S13323A.Ddf Created by Independent Third Party: Yes Back NetR Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phonei RS0-487-I824 The State of Florida is an AA/EEO employer. Coovrieht 2007.2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released In response to a public -records request do not send electronic mall to this entity Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact SS0.467.1395. `Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The !mails provided may be used for offidal communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click 0=. Product Approval Accepts: 7 0 Credit Card Sate http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 NOTES• I. 'THE PP.ODUOT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH P.COUIREMEIITS OF THE FLORIDA BUILDING CODE INCLUDING ME H1VHZ. 2. ,'OOD FRAMING ArJD M/SONRr uF'001C. TO BE DESIGNED AND ANCHORED TO PP.OPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONPY OPENING IS THE RESPONSIBILITY OF THE ARCHIIECr OR ENGINEER OF RECORD. 3. TX BUCK OVER IAAS0f1RY/CONCRE7E IS OPTIONAL. 4 Y1HER£ SHIM OR RUCK THICKNESS IS LESS THA14 1-1/2' WINDOW UNITS MUST BE AIJCHORED 111ROUC-11 PIE FRAME IN ACCORDANCE WITH MANLIFAC7URER'S PUDLISIICD WSTALIATION 114STRUCTIONS. A14CHOPS SHALL BE SECURELY FASTENED DIRECTLY INTO MASOIJi4Y. CONCRETE ON OTHER STRUCTURAL SUBSTRATE MAIERIAL. 5. WHIPE WOOD DUCK IIfICKNESS IS 1-1/2' OR GREATER. BUCK SIIALL BE SECURELY I':vMNCD 10 MASONRY. C014CREIC OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PLIULISHCO INSTALLATION IIJSiRUC110NS. 6. 1'JIIERE 1` BUCK IS 1401 USED DISSIMILAR MATERIALS MUST BE SCPARAICU Willi APPROI/ED COALING OR MFMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITV OF IHE ARCHITECT OR E14GINCER OF RECORD. 7. BUCKS SHALL [,'TEND BEYOND WINDO:'r INTERIOR. FACE SO THAT FULL FRAME SUPPORT I$ PROVIDED. 6. FOR Fill INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LDCATIOrI WITH LOAD BEARING SHIM. SIIIM WHERE SPACE OF 1/16' OR GPCATCR OCCURS MA41MUM ALLOWABLE SHIM STACK TO BE 1/4'. SHIVS SHALL BE LOCATFD, APmLIED AND MADE FROM MATERIALS AUD THICKNESS CAPABLE 01' SUSTAINING APPLICABLE LOADS. 10. WIND LO•'ID DURATI.ON FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. IT. FRAME MATERIAL: EXTRUDED RIGID PVC, 12. U141TS MUST BE GLAZED PER .AS1M C1300-04/09. SCE SIIEET 14 FOR GLASS DETAILS 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT PEOIJIREO FOR THIS PRODUCT TN WINO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR :!X BUCK USE ,}3 WOOD SCREWS WITH SUrFI IENT LEWGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCALL' ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. In vISSNr.. I I IIEv I orscmmnow 1 oAIE 1 Anc,X2n 1 A I REVISED ANCHOR SPACING k CHARTS 1 07/11/20161 R.L. 15. FOR ANCHORING TI IROUGI I FRAJAE INTO WOOD FRAMING OR 2X BUCK USE e l O WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT 0170 SUBSIRAIC. LOCALE AN'-IIORS AS SIIONN IN LLEVAIIONS AND INSTALLAIIUN DETAILS. 16. rOR ANCHORING THROUGH FRAME INTO MASONRY/COICRETE USE 3/ 16' IAOCONS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4' MINIMUM CMDCOMENT INTO SUBSTRATE WITIf 2 I;'2" J/11,11MUM EDGE DISTANCE. LOCATE ANCIIORS AS SHOWN IN ELE':ATIoNS 4-r10 INSTALLATION DETAILS. 17. FOR ANCIIORIN; 1HROUGII FRArAE IIITO MCIAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACIIIEVE 3 THREADS VIP41HUM D[eO,'JD STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Icl ALL FASTENEPS TO BE CORROSION RESISTANT. 1 ). INS1ALLA11014 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACIURER'S 114SIALIAIION IfJSJRUCIIONS AND ANCHORS SIALL NOT RE USED IN SUB37PATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOIN. A. WOOD, MINIMUM SPECIFIC GRAViTI OF G=0.42 13. CONCRETE: MINIMUM COMPRESSIVE SIRENGIH OF 7,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASIM C90 WITH IIn=2,000PS1 MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.0411') Ft=,i3KsT/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .048" THICK MINIMUM I TABLE OF CONTENTS 1 SI!E11 1,10.1 DCSCItIP11iJrJ IIIN07C5 2 — 4 I EL[VAI QNS 5 — 13 IINSTALLATION DETAILS 14 ICOMPONFNTS SIGNED: 07/12/2016 MIWINDOWSAND DOORS IwDOWESTRlllL/Of,,' MSTREET`\`'N ARKET Ss CRATZ, PA 17030-0370 r••GENS•.S 6 25 k= 4ASERIES 165 ALUMINUM SINGLE HUNG WINDOW 52' X84" NON -IMPACT ErccN07CS oO•T OF N. G. 08 A i sS 0NA1L a0` s 502546a2NTS12/09/14 1 OF 14IT 8, MI FRA IiEl1 52' MAX FRAME YlIDTN 2' 144X — IMF ---------III--- I I I I 16" MAX. 0 C. I I 7 I L MAY O.C. OI— a X d17 j 4 X! r 2" MAX 2" MAX O 84' I — M0.< FRAME -- HEIGHT I l 4 X I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE d FINLESS INSTALLATION FLANGE d FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART t t FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART II FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: I 1,11 ?IMUM SASII SIZE: 51' X 36". 2. MAXIMUM S4CII D.L.O.: 47 5/8' X 32 1/2". 3. W*:MUM Fb•[D D.L 0: 49 1 /4" X 45 METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT IAMBS 52' MAX FRAME WIDTH 6' —{ 2' Max MAXO.C. 2":r r 16" I.tAX T 1:Lastan . a:.cwPnor: DALE APPPMD REVISED ANCHOR SPACING & CHARIS 07/11/20 1 -51 R.L. CHART #1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required From Haight (lnl fume Wldth In is Head Jamb 24.00 Head Jamb 30.00 Head Jamb 3R00 Head Jamb 4100 Head Jamb 411.00 Mead Jamb st00 Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 1 3 A 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.Os 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 J 4 4 4 4 4 4 4 41.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 1 5 4 5 s6.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 5 3 6 J 6 4 0 4 6 4 6 7s.00 2 6 3 8 J 6 J 6 1 0 1 0 5 6 s4.00 2 6 3 8 3 6 3 B 4 0 4 7 5 7 MI WINDOWS AND DOORS 650 '.VEST MARKET SIREEI GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE Q FINLESS ELEVATIONS DRAM: U+: Na N.C. 1 08-02546 1: NTS a"'c 12/09/14 92LT2 OF 14 SIGNED: 0711212016 1Vt1111LrOW/,i r - \C.ENi...f' D ; SOTATE OFtV o . .. j,-'tt0R10P 52" MAX FRAME YADTH — 2- MAXI16' MAX 1rD.C. J 1 T I f 16• MAX OO.C. IA IAX MI: IOHT - f Q X 2-rd 52' mm TRA61E 1Y10TH — 2' MAY 1- 16" MAX 2 MAX - O.C. 1 2- • 16' MAX O.C. ti ae MAX I'M ME HEIGHT 4 X r I1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART l2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE. NOTES: I 1401MU1.4 SASH SIZE: 51" X 35'. 2. MAX MUM SASH D.L.O : 47 5/8" X 32 1/2". 3 IJ4'IMUM FLXEU D.L.O.• 49 1 / X 45". BLOCK AND TACKLE BALANCE AT JAMBS 2" M,4X DOCNATOR DOE I A ro0Vf0 REVISED ANCHOR SPACINC & CHARIS 07/11/20161 R.L. CHART #2 UNITS INSTALLED WITH FILLERS Number of anehor locations required From* Ilolghl (in) From* Width (In fA00 Head Jamb 24.00 Hoad Jamb 30.00 Head Jamb 3600 Head Jamb 4200 Hoed Jamb 48.00 Head Jamb 82.00 Hood Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 J0.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 5400 2 5 3 5 3 5 3 5 4 5 4 5 4 6 60.00 2 5 3 5 1 3 5 3 5 4 5 4 5 4 5 6000 2 5 3 5 3 5 3 5 5 5 4 5 2A0 2 6 3 6 3 6 3 6 8 4 6 4 8 21A0 2 8 3 8 3 6 3 8 8 4 6 8 84.00 2 8 3 8 3 6 3 8 I 1 B 4 6 8 SIGNED: 0711212016 MART Nt- 'Lo 650WESTSTREEIDOORSGRATZ, PA 17030-0370 J\S v• G N,pF U+ SERIES 185 ALUMINUM SINGLE HUNG WINDOW z: 0 6 •* 52" X84" NON -IMPACT p• Lp2• FLANGE & FINLESS ELEVATIONS STATE 0p mlwW vv, W. iv r i FS:cLORMt LG. 08-502546 A a2 NTS12/09/14 3 OF 14 I F! HI 52- I.1Ax rP,AME WIDTH — 2' MAX - 10" MAX O.G. 1 10' MAX 0.c I O IAX AME IC.HIGNf Q X 2- MAX G'2" mm rr,AMC WIDTH 2" L1Ai(- - 10" r-1-MAX O.C. I I 10' MAx o c. 4" IMA:ti I -RAMC II i HEIGHT 4 1j, Klosims REv (DESCRIPTION WE '.' M40 2' MAX A REVISCO ANCHOR SPACING k CHAR15 07/11/2016 P.L. 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 03 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 03 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NO i CS: 1. MAXIIluki SASII SIZE: 51" X .36*. 2. MAXIMUM SASH D L.C.: 47 5/8" X 32 1/2' J. MAXIMUM FIXED D.L.O.: +9 1/4" X 45'. HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8• FROM EACH END INTERIOR 2) BLOCK ANDTACKLE BALANCE AT IAMBS CHART#3 Palm bar of anchor Iantbns required Rama Height (In) From+ Width (In) 70.00 NIt Jamb IA00 HAS Jamb 30.00 HAS Jamb M-00 HAS iamb 11.00 HAS Jamb IA00 HAS Jamb SE00 HAS Jamb 11.00 3 3 3 3 1 3 5 3 5 3 8 3 0 3 3000 3 3 a 5 5 6 a 6 36.00 3 5 3 5 5 5 5 5 s 8 5 8 5 1200 3 5 3 5 5 5 5 5 5 a 5 8 5 Ie.00 3 6 3 8 6 5 6 5 6 6 6 6 6 00 3 8 3 8 6 5 8 5 6 6 6 8 6 60.00 3 7 3 7 7 5 7 5 7 6 7 6 7 60.00 3 e 3 e e 5 e 5 B 8 e 6 e 7209 3 e 3 e 6 S e 5 e 6 e a e 18.00 3 9 3 9 9 5 9 5 9 6 9 6 9 AI.00 3 9 3 9 9 5 9 5 9 8 9 6 9 SIGNED: 071I Z2016 MBsoWINDOWSwDOORS R!) L M///% ESTKeDTSTREETGRATZ, PA 17030-0370 i•y GENS•9ip G 5 *= SERIES185ALUMINUMSINGLEHUNGWINDOW52" NON-IMPACT OF FINFINELEVATIONATBrATOFOR10P• p 6R.wN N ax; KO. 08- 02546 an n SC. la"' NTS12/09/14 4 OF 14 1 /2" MIN EDGE DISTANCE Y1C00FRAMING —. ` / CDl 14MI NEE ORZYRUCKI \ / UY 011JERS METAL -1 11j4" MIN. METAL EMP. EPIAENT BY 0114ERS 1 ji 1/ 4" MAX. If d —(' SHlbl SPACE BACKER ROD — " / IrL1 114" IIAt: kAPPROvEDIIIfSHIMSPACE1 SEALANT yl8 aP SEALANT VIJ— \ I SANi I J EXTERIOR BACKER ROD k APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS 410 WOOD SCREW INTERIOR 10 SMS OR SEV DRILLING SCREW SILL TO BE SET IN A BED OF t, F'PROVED STRUCTURAL SEALANT 1/ 4" MAX. BACKER ROD SHIM SPACE uc APPROVED SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL-, BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION INTERIOR SILL TO EE SET IN A BED Or APPROVED STRUCTURAL SEALAJIT 1/ 4" MAX SIIIM SPACE Pmiom ' PLv OFSCRmIWN MlC aroPOv[D A REVISED /JJLHOR SPACING h CHARTS 07/11/7016 P.L. 1 1/ 4" MIN. _ 1 /4' MAk. EMBEDMENT SHIM SPACE 1 t" / INTERIOR MIIJ EDGE DISTANCE - Fri-- 10 WOOD" I SCREW / r \ MOOD FRALIINS; J/ OR 2x UUCK EXTERIOR BY OTHERS B CnEP ROD fc APPROVED SEAIAIJT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4• MAX. SHIM SPACE flo SMS OR SELF DRILLING INTERIOR SCREWS \ 3/ 4'` MIN, EDGE DISK I METAL EXTERIOR STRUCTURE BACKER ROD BYOTIIERSkAPPROVEDSEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 MIWINDOWSIWDOW EST A AND ET sD00RS ` J\S11R.. L 0 / IRcErGRATZ, PA 17030-0370 ,••\C. E NSF • p SERIES 185 ALUMINUM SINGLE HUNG WINDOW =tk• 0 6 •+t= 52"X84" NON —IMPACT — — FLANGE INSTALLATION DETAILS WITHOUT FILLERS : RATE OF DRIM: vaz no. Rtv C41• oatC 08-0 546 A S/i77S pIJAj1E V IJTS 12/09/14 5 OF 14 1. 2 1/2" MIN. PEVISPNG f EDGE DISTANCE JAm_— omnol" a1c APPPOVED CONCRETC/MASONN I ' ED A14CHOR SPACING h CHARIS 07/11/7016 P.L. BY OTHERS -\`' d OPIION<.L IX BUCK - ' I 1/4" MIN, SEC NOTES 3 - 7 EMBEDMENT 1 1/4" MIN. _ SIIEET I ., i EMBEOMEtdI 1 CRETE/MASONRY __ _ l/M MAX. 1 /4" MAX.1.IAX. DY OIIIERS 5+.I$PACE BACKER ROD SHIM SPACE t+ APPROVED o SCAL AHT 3,116" TAPCON 3/16" TAaCON .° INTERIOR EXTERIOR INTERIOR 2 I ,2" MIN J EDCE DISTANC E L_ \ EXTERIOR BACKER ROD APPROVED OPTIONAL IX BUCK 5I-ALAN1 SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL IHA2_DO. SILL TO BE SET CONCRETE/MASONRYINSTALLATION BACKER ROD -\ APPROVED d APPROVED STRUCTURAL SEALANT \ SEALANT OPTIOIWL IX BUCK tj4" MAX. NTERIORAND EXTERIOR FINISHES, BYOTHERS. SEC HOIE 3 - 7 \ r SHIM SPACE NOTSHOWNFORCLARITY. SIIEEf 1 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE F DESIGNED IN ACCORDANCE WITH AS TM E2112 CONCRETE/MASONRY - ' d' .• SIGNED: 07/12/2016 BY OTHERS d MI WINDOWS AND DOORS \\\\1a IILI1Ii, d • • 650 WEST MARKET STREET N%*3 cEN l,9zi' GRATZ, PA17030-0370 ` r, \ S•,'p SERIES 185 ALUMINUM SINGLE HUNG WINDOW = *• 0 5 • #= 52"X84" NON -IMPACT _,o sLOaa` FLANGE INSTALLATIONDETAILSWITHOUTFILLERS :;13 ; STATE OF tvz VERTICAL CROSSSECTION O . . 4i CONCRETE/MASONRYINSTALLATION DRAW+: va: K0. PEV-i'^.S'c(ORkDt-,,,f;$ a 1= NTS DA*'E 12/09/IA 08-502566OF 14 A ,/Sl iilAil t\\\` 1 / 2" MIN EDGE DISTANCEr WOOD FRAMIr:G OR .^. RUCK UY OIIICRS 1 1/4" MIN. HACKER ROD J 1 / 4" MAXkAPPROVED SEALANT SIIIM SPACE RIGID J 10 WOOD SCREW FILLER 111 y INTERIOR EXTERIOR 1 I LtACKER ROD h APPROVED SEALANT WOOD FRAIJING OR 2.X RUCK 0Y 01HERS METAL STRUCTURE BY 0114ERS APPROVED SE•NL411 RIGID FILLER EXTERIOR SILT. TO RE SET IN A BED OF APPROVED STRUCTURAL SEALANI 1/4' MAX. BACKER ROD SHIM SPACE APPROVED SEALANT META STRUCTUR BY OTHER VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 t/4' MIN ED;E. DISIANCE 1/4" MAX. SHIM SPgCC 010 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILT. TO BE SET IN A UCD OF APPROVED cIMICTUPAL SEALANT 1/4' MAX. SIIIM SPACE Pmmr> ' RV wstrro MH MIE I --PPME0 A REVISED A14CIlOR SPICING k CHARTS 1 07/11/2016 P.L. 1 1/4" MIN _ 1/4' I.W. EMBEDMENT SHIM SPACE 1 1/2" INTERIOR MIN D6T CE 10 WOOD SCREW P I WOOD FRAMING -I OR 2X DUCK EXTERIOR BY OTHERS J BACK_P ROD RICID & APPROVrb FILLE14 SEALANr JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL _ _ I/.I" MAX. STP,UCTUP.E SHIL! SPACE GY OTHERS 110 SMS OR INTERIOR SELF DRILLING scr+Ews 3/4' MIN. EDGE DISTNCE EXTERIOR RIGID BACKER ROD rILLER & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 MIWINDOWSIWDOWEST 11 sD00RS MARKED c /i,. 1R GRATZ, PA 17030-0370•GENSF SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS per; SLATE OF401 oR.wa: v; NO. R1v oa y z54s n i i s,ONAit a\\ soul. wIENTS12/09/14 7 OF 14 2 1 /2" MIN. HUGE DI;aIANCE CONCRLlE/MASONRY "- - BY OTHERS ° e e 011110NAL 1X BUCK - • , •' °•. •• A I I/A" MIN. SEE NOTES 3 - 7 ,' EMBEDMENT 1 1/4" MIN. _ SIIECT 1 I EMBEDMENT CONCRETE/MASONRY 1/4" MAX. - BY OTHERS UACKER ROD r' SHIM SPACE R APPROVED c SEALANT + RIGID FILLER 3/16" TAPCON 3/ 16' TAPCON +° III III ' III •' . EXTERIOR INTERIOR 2 I MIN.. N J EDGE o DISTANCE 1 RIGID III III FILLER 1 SILL TO BE SET BACKER ROD, I III A BED OF k APPROVED APPROVED SEALANT / STRUCTURAL SE tU%tJT OPTIONAL IX BUCK 1/4" MAX. SEC HOIE`HEET I \\\ I SIUM SPACE CONCRETE/IAASONRY BY OIHER5 • " •, . e• •• ° ••• 4 VERTICAL CROSS SECTION CONCRETOMASONRY INSTALLATON RLNIS0AG DESCROWN a¢ I Amato REVISED ANCHOR SPACING h CHARTS 07/11/20 161 P L. OPIION.AL 1X BUCK SEE IIOTES 3 - 7 SHEEI I 1,14" MAX. SIIIM SPACE INTERIOR EXTERIOR aAI:KER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETHMASONRY INSTAL LATION NOTES, 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SI#OWN FOR CLARITT', 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 M650 IyyDOw A DOORS S ft. I o /z T STREET`\``) KEDESTGRATZ. PA 17030-0370 GENS•9, SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0y 5 *= 52"X84I NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER 00 AT OF ty i'°FS;c[ORID. G'\ oa+wN: ar:Io. RLv N.G. 08-0C 546 A ij7s pNA 11Ea r. a c14TS 12/09/14 8 OF 14 L I"' 110 Ir EDGE DISTANCE WOOD FPAMIIdG OR 2X RUCK UY OTHERS METAL i STRUCTURE M. OTHERS r ' BACKER ROD ItAPPF.OVFD 1 / 4 • IAAX SPACESEALANT41I I11M APFRG`•'CD SEALANT 10 WOOD SCREW I—' I uc INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT FOOD FRAMING OR 2A BUCK BY OTHERS 4' MIN I I EDGE DISTANCE EXTERIOR I r' f 1 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROD 1/4• MAX Q APPROVED SHIM SPACE SEALANT r STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 nEvlsulr,. IawascmmwM1111EIAPNK&-r1, A I REvISF.D N CR SPACMC h CHARIS 07/11/70 1 Fl PL. 1 1/4" MIN 1/4• MAX. EMBEDMENT SHIM SPACE 1/ MIN EDGE DISTANCE" IS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCIURAL SL-ALANI 1/4' MAX. SHIM SPACE 1 /4' L1A:1. SHIM SPACC INTERIOR 10 WOOD J / CREW I / i Tr EXTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS ti- BACKER ROD APPROVED JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION r I/4" MAX SHIM SPACE y 10 SMS OR \ INTERIOR SELF DRILLING SCREWS \ I- 3/4- MIN EDGE DISTANCE" ' EXTERIOR I METAL BACKER ROD STRUCTURE A. APPROVED DY OTIIERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MssoWINDOWS DOORS R Ilion// EST a KEDT STREET J\ GRATZ. PA 17030-0370 v••GENSF•9S% SERIES 185 ALUMINUM SINGLE HUNG WINDOW Np,612 52'X84" NON —IMPACT Q, g(,( F — FINLESS INSTALLATION DETAILS WITHOUT FILLERS TAT OF 0, i/ts; OD'. d` wuwul; o.; 1a. cLv OB-yc 546 A 77S/DNA 1TO \\\\ 411L1: WICNTS 12/09/14 9 OF 14 2 1/2" Mill. REvlSunr.. ' r EDIGF_ISTANCE REV ovumlmow oAIE APOPpy[n BY OTHHEERCONCRETE/MAg— . , A RLVISCD ANCHOR SPACING h CHAR1S 0?/I1/9016 P.L. OTHERS e a. 1 1/4" MIN. OPIICINAL 1X SUCY. ` °' EVHEDMENi SEE NOTES 3 - 7 1 1/4" MIN SHEET 1 EMBEDME141 CONCRETE/MASONRY 1/4" MAX. _ BY OFIIER5 0P110HAL IX RUCK UACKER ROD — SHIM SPACE I r SEE NOTES 3 - 7 APPROVED , a SHCEI I SCALANi I 3/ 1 G" TAPCON 3/ 1 G" TAPCON - I s" VAX. SHIM SPACE INTERIOR lop! Ic EXTERIOR INTERIOR 2 I/2' MIN EDGE I `— _ OISANrI . E EXTERIOR BACKER ROD APPROVED SF_AL4NT Ff— SILL TO BE SET JAMB INSTALLATION DETAIL BACKER RODlid A BED OF CONCRETE/MASONRYINSTALLATION APPROVED APPROVED SCALANI STRUCTURAL SFIU.ANI OPTIONAL IX RUCK \ 1 /4" MAX. NOTES. SEC NOTE 3 - 7 _ SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. SHEET I NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASRS U'f O1HEHER5 774 A SIGNED:0711212016 MI WINDOWS AND DOORS R 11Lr1r// n J • e •'' GGRATZWEST PA 17030 0370 T • vJ` g G E IV 6` 9i1''iF SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 5 +t= 52LATIO NON —IMPACT " S k FINLESS INSTALLATION DETAILS WITIIOUT FILLER $$t E VERTICAL CROSS SECTION CONCRETEA14SCNRYINSTALLATION DRAWN: w; Fr• 08-02546 RA SCV I. NTS a.'c 12/09/IA SNEII ID OF 14 '///NAiT\\\\ i f 2' A111J EDGE DISTANCE WOOD FRAMING OR 2Y BUCK BY 01HERS BACKER ROD A!'PF,QVEI? /j—' 1j4" binY,• SE.>LANT \HIM SPACE RIGID FILLER ` # 10 WOOD SCREW 1 ri JJ—' I ] INTERIOR EXTERIOR / LILIAI STRUCTURI BY OTHER' APPROVE( SEALAN' r 3/4' MIN LDGE DISTANCE 1 /4' MAX, B F SHIM SPACE RV;ID II FILLER ¢ 10 SMS OR SELF DRILLING EXTERIOR SCREW I JLlip rp INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD —. SEALANT APPROVED SEP.LAIJT \ J Yfifr 1;'4" MAX. BACKER ROEyJl F SHIM SPACE APPROVE( SE;•LANI WOOD FRAMING OR 2X BUCK BY 01HERS METAL STRUCTURE EY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO Fr SET IN A BED OF APPROVED STRUCTURAL SL-ALANT 1 /4' MAX. SHIM SPACE aL nslar.. rA MIC APpI il1 REVISED NXI1011 SPACING R CHM1S 07/11/>015 P.L. 1 I; 4" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE t /2" INTERIOR MIN EUGE DISTAICE f tU WOOD J SCREW L7 EXTERIOR MOOD FRAMING OR 2X BUCK i BACKER RODBYOTHERS / J g APPPOVEO RIGID SEALANT FIL EP. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL — STRUCTURE 1/4- MAX. SY OTHERS SHIM SPACE 10 SMS OR cz SELF DRILLING —\ INTERIOR SCREWS r—'iiUDRJ F MIN. EDGE DISTANCE EXTERIOR I 1 RIGID ` BACKER ROD FILLER A APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 07/12/2016 M6sDWINDOWS KND DOORS EST Ei STREET GRATZ, PA 17030-0370 J\S11RE1L0, i'' v,•G N,pF SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 4= 52"X84' NON -IMPACT r` FINLESS INSTALLATION DETAILS WITH FILLERS p 8 AT OF ,W nluwl.. vr: we. Rcv 0. OROtI'CALN.G. 08 c02546 A i/S ONAj1E A e.TNTS 12/09/14 - 11 OF 14 L 2 1/2" Mill. i EDGE DISTANCE CONCRETE/MASONRY J` .. "• BY OTHERS e e OI'1Ic)NAL 1X BUCK ' 1 MIN. SEE NOTES 3 — 7 ° EMBBEDED MENT SI•EET 1 DACKCR HOD — ' / \ SHIN SPACE h APPROVED SEALANI RIGID — 11 3/ 1 G' TAPCON FILLER oil1r111I JL EXTERIOR 1 = INTERIOR SILL TO DE SET IN BED OF BACKER ROD — / -' AA APPROVED \\ / STRUCTURAL SEALANT SEALANT T'— OPTIONAL IX BUCK \ 1/4" MAX. SEE NOIE 3 — 7 I SHEET I SHIN SPACE CONCRETE/MASONRY — UY OTHERS VERTICAL CROSS SECTION CONCRET&WSONRY INSTALLATION 1 1/4" MIN. EMBEI)MENI CONCRETE/MASONRY BY 0111ERS \ 3/ 16" TAPCON 2 1/2" MIN. EDGE DISTANCE I acvKrar, IRNDCSCNN'110N INIC amm rD A REVISED ANCHOR SPACING A: CIIMIS 07/11 /70 161 P.L CVIIONAL 1X BUCK SEE MOTES 3 — 7 SHEET 1 I /4.. VAX. SIIIM SPACE INTERIOR EXTERIOR BACKER ROD RIGID h APPROVED FILLF_P, SEALANT JAMB INSTALLATION DETAIL CONCRETEAWISONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 071I M016 pesoWINDOWSWND DOORS IlLro ESTMARKETGRATZ, PA 17030-0370 5 1ft GENS. 9+ ySERIES 1BS ALUMINUM SINGLE HUNG WINDOW 0 6 #= 52' X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLER SE ty 0ATOFN. G. 08-0 546 A A j1F,O``` o.1c NTS12/09/14 12 0f 1a 0 wool) SCREW 7/16" MIN EDGE DISIANCC WOOD FRAMIIIG 61' OTHERS 1/•I" MAX. SHIM SPACE r atvlsrnr, acv Dvualnnac a -it ApNv6TD I A l REVISED ANCHOR SFACING h CHARIS 07/11/9016 P.L. I wool; TNAMIHC I/4' MAX SHIM SPACE6'I OTHERS f INTERIOR Lqt 1 1 /4" L FAIN. EXTERIOR JL EMBEDMENT r l INTERIOR-- g8 WOOD SCREW NMI III III EDGE DISTANCEGEDI EXTERIOR 7/ 16" MIN EDGE DISTANCE b3 +1o01? SCREW Lalacvmluv I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX NOTES. SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W1TH ASTM E2112 WOOD FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WES] MARKET SIREET GRA1Z. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84*' NON -IMPACT FIN INSTALLATION DETAILS Da vm• vr:1.o. N.G. 08-02546 9y1 NTS DA't 12/09/14 S"E" 13 OF 14 SIGNED: 0711212016 511R I lL o 0 6r O•a*= s7v 'A EOF O Rt 2 13/16" I IL I FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 3/ 16' •-- t 7/8' - 3 -72 FLANGE FRAME JAMB CM-185Q? ALUMINUM 6063-T5.050' THICK 2 3 3!8" i FLANGE FRAME SILL CM-18502 ALUMINUM 6063-75.055' THICK FINLESS FRAME SILL CM-1855. ALUMINUM 6083-T5.055" THICK 2 3/ 16" --{ Sf I6" 1 FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050" THICK 2 5/1G' - 1— 3 3/4' FIN FRAME SILL CM-18509 ALUMINUM 6063-T5.055• THICK 2 3/1G' FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-TS.050' THICK 2 3/ 16" 2 5/16" FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050' THICK 1 7/16" 2 3/8' I_ FF i- CE2 5/1G' 2 3/16" Ell i 3!4" fig 1 r L Ir L LOCK RAIUSTILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB cm -laws CM-18555 CM-18504 CM- . ALUMINUM 6063-T5.062' THICK ALUMINUM 6053-T5.050' THICK ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-TS -T5050' THICK 1 I.l GLAZING BEAD V-663 RIGID PVC .060' THICK T 19/16" 1 GLAZING BEAD V-185 RIGID PVC.OW* THICK 1-113/ 8- r 15/ 16" 1-SASH STILE CM-18507 ALUMINUM 6063-T5.050' THICK n ms"r, , ALv I DESCRm11DM I DATE I '"POVED IAREVISEDAN11GRCNSPACINGRARIS07/11i2016 P.L. 1/8- ANIJ. - - 1/8" N4N METAL REINFORCED 4-./, IINTERIOR , ';PACER EXTERIOR 5/8--SILICONE SEALANT SCFIING ULOCK GLAZING DETAIL A 3/16" AtJN EXTERIOR I._ INTER/DR 5/8" BITE r i SILICONE 1 l— I'SEALANII NG BLOCK, GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRAT-4, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS DRAvd• I DWi ND. N.G. 08-02546 ICNE NTS DATE 12/09/14 1"ul14 OF 14 SIGNED: OW 2/2016 SIl t l lL 0 /A,,/,, J EN qi z 0 01AIE %OF w REV 'PF•'c(OR10; • A i 7SS1DUAL 1 0\ Florida Building Code Online Page 2 of 3 LE Summary of Products FL # Model, Number or Name Description 153S1.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS351 R4 C CAC APC 97429.01-109-47 Fin and Approved for use outside HVHZ: Yes 97435.01-109-47 Flanoe.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2019 Other: LC-PGSS. Glass must comply with ASTM E1300-04. Installation Instructions FLIS351 R4 11 188 HS FIN 73x62 DPSS As Tested 97429.0l.odf FLIS351 R4 II 188HS Flanoe Non -Impact Fastener Schedule 08-010236.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1S3S1 R4 AE S11588B.odf Created by Independent Third Party: Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 99775,01-109-47 Fin and Approved for use outside HVHZ: Yes 99780.01-109-47 Flanoe.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/1S/2019 Other: HS-LC40 Installation Instructions FL15351 R4 II 188HS XOX Flange Non-Imoact Fastener Schedule 08-01156B.odf FL1S3S1 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775.01.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL153S1 R4 AE 51172SB.odf Created by Independent Third Party: Yes 1 1S3S1.3 I HS 188 Fin Frame 1 73x62 Laminated Insulated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LCSS. Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed outer late, 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 Dow 995 silicone with a 5/8" glass bite. Certification Agency Certificate FLIS351 R4 C CAC APC 97356.01.109-47-RO 97429.01- 109-47-RO .adf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FLIS351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product3.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.4 HS 188 Fin Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLiS3S1 R4 C CAC APC 97356.01-109-47-RO 97432.01- Approved for use outside HVHZ: Yes 109-47-RO Prod 14.odf Impact Resistant, Yes Quality Assurance Contract Expiration Date Design Pressure: +SO/ -SO 02/16/2019 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 2 sheets of 3/32" annealed with 0.090" PVB by FL15351 R4 II Installation Instructions - 188 HS Impact Solutia. Glass was bedded in Dow 995 silicone with a 5/8" FIN 73x62 Product 4.odf glass bite. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.5 1 HS 188 Flange Frame 173x62 Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +4S/-4S Other: HS-LC45. Missile Level D, Wind Zone 3. Certification Agency Certificate FL153S1 R4 C CAC APC 973S4.01-109-47-RO 97433.01- 109-47-RO.odf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL153S1 R4 11 Installation Instructions98-01161B.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuiIding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQNA,tDgtH85 72gvd Wlau... 9/7/2017 Florida Building Code Online Page 1 of 3 FLOMMA ProfessionalBusiness & o acts Home I Lop In I user RegisUaoon ; Mot Topic ( submit surcharge I sacs & Facts ; Publications I FaC start I ecIS site Map I Unks I search I i IOrida re Product Approval lP USER: Public user e= Predu[t Approval Menu > Propuet or AppllUtlpn Search > Application Lac > Application Detall r FL # FL15349-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved u Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M: Unch, PE Z Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/r.S. 2/A440 Method 1 Option A 11/18/2016 11/18/2016 12/01/2016 Year 2008 2008 http://wvvmr. fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd Wlan... 9/7/2017 Florida Building Code Online Page 2 of 3 FL # Model, Number or Name Description 15349.1 118S PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLIS349 R8 II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R8 AE 5131248.odf Created by Independent Third Party: Yes 1S349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 15350.odf 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-PGSS FLIS349 R8 II 08-02949.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15454.01f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FL15349 R8 11 08-02948.odf consisted of S/32" tempered exterior - spacer - S/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 RS C CAC APC 8272.Ddf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +5S/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R8 I1 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62S14 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1S349 R8 C CAC APC 7962.odf 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-LCSS, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.Ddf consisted of S/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R8 AE 512277B.odf Created by Independent Third Party: Yes 115349.6 1 185 PW Impact 173 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LCSS, Missile Level D. Wind Zone 3. Glass FL15349 R8 If 08-02947.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgtH 8572gvd WIan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513781.odf Created by Independent Third Party: Yes Back nert Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: OSO487.1824 The state of Florida Is an AA/EEO employer Coovrioht 2007.2013 State of Florida.:. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1). Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The !malls provided may be used for ofridal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: t ER Credh Card Safe http://xkrww.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWlan... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS 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 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-15. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS . DESCMMM wrz APPROKD REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/18 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4* MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048' FY-33KS1/FU-52KS1 OR ALUMINUM 6063—T5 FU-30KSI .048• THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TABLE OF CONTENTS DRAWW. No REVoRc SHEET NO. DESCRIPTION J.L. 08-02357 B 1 I NOTES 1'" NTS 4'1E 09/03/14 1 S'w 1 OF 12 2 — 3 I ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS L ROBERTO LOMAS P E. 1432 WOOOFORD RD LE WLSVILLE. MC 27M 04-MO-060 'ftwS**bm&wwmm SIGNED: 1111512016 1111111n`' Luis R. Lomas P.E. FL No.: 62514 72 1/2• MAX FRAME WIDTH REYSIONS tREV0csct®ttoN Dha APPROVED 6• MAX r—r 18• MAX O.C. I 6_ MAX NOTES: A REVISED INSTALLATION DETAILS 00/01/15 R.L 1. MAXIMUMD.L.O.: 6934'X68314' B REVISED NAME AND ADDRESS 10/27/16 R.L L CHART el 18• j Number of anchors required (without rigid fillers) MAX O.C. Frame FramewldtA M T tY laht 21.00 3a.0o IA.00 4.00 0.00 600 7L50 I In) Hl5 mD HAS amb HA3A00SJambiSHAIL00 mbaS[IambHASambHA HAS Jamb HAS mb HAS Jamb 24.00 2 2 2 2 3 2 1 J 1 2 3 1 2 1 1 2 1 2 1 2 5 2 0.00 2 2 2 2 3 2 3 2 3 2 2 1 2 1 2 5 2 71 1/2 2 3 3 3 3 3 I 3 3 5 3 5 3 MAX 3 2 3 3 3 3 3 3 3 1 3 S 3 5 3 6 3 FRAME 3 2 3 3 3 3 3 3 13S38HEIGHT00t4t.002 2 1 3 1 3 3 1 1 1 5 1 635JS1SSS6 2 3 s 3 s 3 e a s e e 5 2 S 3 5 3 6 3 e 1 7 5 7 e 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 81 & #2 EXTERIOR VIEW CHART/2FORNUMBEROF ANCHORS REQUIRED Number of anchont required(with rigid filters) 72 1/2• MAX FRAME WIDTH Frame Frame width (In) 6• MAX — 1B• MAX O.C. tte tpht 24.00 30.00 2000 2.00 4000 61.00 0.00 ee.00 IL" I V MAX m) HAS mD HAS mb HAS mb HAS mb HAS amb HAS amb HAS amb HAS mb HAS amb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 1 2 1 2 5 2 0.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 S 2 6• e.00 I2.00 2 3 2 3 3 3 3 3 3 3 1 3 1 3 1 3 5 3 32323J3313335 48.00 2 3 2 3 3 3 3 3 3 3 1 3 3 1 3 5 3 e1.00 2 2 1 3 1 3 1 3 1 1 1 1 5 2 2 3 1 3 1 3 1 1 1 1 5 1 L". Do 71 1/2• 18• tl.00 2 1 2 3 1 J 1 1 1 1 1 5 1 7110 2 5 2 5 3 S 3 S 3 S 1 S 1 5 S S S MAX MAX O.C. FRAME SEE SHEETS 4.7 FOR INSTALLATION DETAILS HEIGHT 00 j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 01 & /2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF I NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE R FINLESS ELEVATION & CHARTS DRAWN: DING No. J.L. 1 08-02357 sva[ NTS 09/03/14 19W2 OF 12 L ROBERTO LOMAS P.E. t4J2 NOOOFORD RD LEMSVALE. AC 27023 43I•eee-0609 r00mas@ebnuspe00m SIGNED: 11/15/2016 1Ik IL 04i////i GENS' s DTAT 6EOF ; 0ORlOf"• Luis R. Lomas P.E. FL No.: 62514 71 Fl HI 6' MAX — 72 1/2- MAX FRAME WIDTH r-I 18• MAX O.C. 18' j MAX O.C. 1/2, IAX AME IGHi j REFER TO CHART 13 —,--SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REOUIRED 6' MAX 72 1/2- MAX FRAME WIDTH 6' MAX — 18" MAX O.C. j MAX 71 1/2" MAX jFRAME HEIGHT 00 ZFER TO CHART J3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: Y. MAXIMUM D.L.O.: 69 3/4' X 68 314' REVISIONS OESL70PDON DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 1 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART I3 Number of anchors required fin Installation) Frame Frame wlatN (ln WlOM t4.00 30.00 36.00 42.00 40.00 64.00 6o.00 e6 Do I 7t.60 I^) Nt5 Pambi HAS Pa.i Nt5 pamb Ni5 amD Nt5 JambiHIS amD HAS amD His Jamb HAS Jamb 24. 00r J L. J J 3 4 J 4L 4 J e 3 6 J e J 30.00 J J J J 3 4 J 4 4 J s J S 3 6 J 36.00 J J 3 J J 4 3 4 4 3 6 J 6 J B/ t.00 4 J 4 J 4 11 4 1 6 4 6 4 e 4 41.00 4 J 4 3 4 4 4 4 4 4 5 4 6 4 e 4 64.00 4 J 4 J 4 4 4 4 4 4 s 4 S 1 e 4 t0.00 S J S J 6 1 6 1 4 6 6 S 6 S e s 6600 J s J s J s s 4 s 4 s s s s s e s t1.60 J 6 J e 3 6 4 6 4 e 4 8 6 e S e 9 8 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17D30 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72' NON —IMPACT FIN ELEVATION Q CHART J.L 1 08-02357 WALE NTSI DATE 09/03/14 19W3 OF 12 L ROBERTO LOMASP.E. 14321VOODFORD RD LEMSVXLE, NC 27023 434-M-0609 raomass*tmaspem^ SIGNED: 1111512016 6 76TAT E OF ion. S/ONA j1E\\\\ Luis R. Lomas P.E. FL No.: 62514 RVASONS 1/2" MIN. REV DESCRNTRIN DATE APPROVED EDGE DISTANCE 3/4' MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING 1 1/4' MIN. METAL r EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L. OR 2X BUCK STRUCTURE NABYOTHERS EMBEDMENT BY OTHERS 1/4_ MAX. I- SHIM SPACE 1/4- MAX. BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEALANT 10 WOOD SCREW EXTERIOR EXTERIOR INTERIOR 10 WOOD SCREW BACKER ROD RIGID FILLER BACKER ROD APPROVED 1/4' MAX, APPROVED SEALANT SHIM SEALANTSPACE I WOOD FRAMING I 1 MIN METAL STRUCTUREOR2XBUCK BY OTHERS EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 1/21. EDGE DISTANCE INTERIOR I 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2x BUCK BACKER ROD BYOTHERSAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/ 4" MIN. EDGE DISTANCE jII10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/ 4- MAX. SHIM SPACE 3/ 4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4" MAX. r SHIM SPACE INTERIOR J10 SMS OR SELF DRILLING SCREWSYPF EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC RE1t q"" 0W. MARK ET ST. GRATZ. PA 17030 J S v•• G NS+F {+ SERIES 185 ALUMINUM FIXED WINDOW 0 5 * 73" x 7NON-IMPACT FINLESS INSTALLATIONN DETAILS WITHOUT FILLERS TAT OF b mAwN DwD NO. o • 5 ;[ O • G` J.L. 08-02 357 Kv B R10* ` S ONAj1\ NTS a1E09/03/14 4 OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. AM. 27023 Luis R. FL NoP. E. os P 4934-moo / Domu ORbffAmemLomos CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD k APPROVED SEALANT OPTIONAL 1X BUCK — SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN EDGE DISTANCE e • 1 1/4' MIN. 14• • 1 1/4' MIN. EMBEDMENT EMBEDMENT CONCRETE/MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16' TAPCON INTERIOR 3/16' TAPCON 3/16' TAPCON 1/4" MAX. rSHIM SPACE b 1 1/4" MIN A. EMBEDMENT a' 2 1/2' MIN. EDGE DISTANCE ' VERTICAL CROSS SECTION CONCRETENMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISANS ' REV DESCROWN LATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.I. v 1/4* MAX. SHIM SPACE b '• INTERIOR I 2 1/2" ' MIN EDGE ° DISTANCE EXTERIOR BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 1111111//I/ R• LOy7i 650 W. MARKET ST. J SGRATZ, PA 17030 GENSF SERIES 185 ALUMINUM FIXED WINDOW*• 0 5 * 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS 0 , $TAT OF DRAWN• DrID No. REv ii.t S :c10R10P G• 08 23 8 Z OISCALENTSa1E09/03/ 14 S"EST 57 OF 12 IIAl11?\\ L ROBERTO LOMAS RE Ir82IYODOFORDRDLEVNSVILLE•NC270" LUfS R. Lomas P.E. FL No.: 62514 434•6B1-0609 i0nmatditt ww mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1 /4" MIN. r EMBEDMENT 1 /4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4' MAX. SHIM SPACE MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX EMBEDMENT I SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DISTANCE I INTERIOR 10 WOOD SCREW IV_WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL - STRUCTURE BY OTHERS f r3/4" MIN I EDGE DISTANCE 1 /4' MAX. r SHIM SPACE RIGID FILLER p10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER r 1 /a' MAX. L SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4' MAX. r SHIM SPACE T I RIGID FILLER MIN3EDEDGEDISTANCE I INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REmsxws REV DESCRIPTIDN DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. B REVI5ED NAME AND ADDRESS 10/27/16 R.L. NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN 7No REV J.L. 08-02357 B SME NTS " 09/03/14 1 SHEET 6 OF 12 L ROSERTO LOADS P E. 14M WOODFORD RD LEWISVILLE, NC 27023 434•SC 4m dbm2S@*bm v& 00m SIGNED: 1111512016 v E Sc •LP 06VOSTAT O ''cLORI?;• ' 11 aG\\ Luis R. Lomas P.E. FL No.: 62514 REVISJONS ' REV DESCRIPTION EAIE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY B OTHERS 1 1/4" MIN. 1 1/4" MIN.EMBEDMENT OPTIONAL 1X BUCK a EMBEDMENTSEENOTES3 - 7' SHEET 1 r CONCRETEASONRY BACKER ROD 1 4 MAX. BYMOTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSHEET1 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2 OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS n • 1 1/4" MIN. EALANT VED o. ' °. EMBEDMENT JAMB INSTALLATION DETAIL T ° e CONCRETE4144SONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WIND oWw. MNDK DOORS, LLC II` o 9/// ET GRATZ, PA 17030 a NOTES: GENSF SERIES 185 ALUMINUM FIXED WINDOWINERIORANDEXTERIORFINISHES.BYOTHERS. z: 0 61 * NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 7 O OF DESIGNED IN ACCORDANCE WITH AST M E2112 i 0 ZOR1 PDRAWNDWGND. REV J. 08 02E357 B L. alENTS 09/03/14 7 OF 12 L ROBERTO LOA44S P E. 1132 WOODFORD RD LEWISVXLE. NC 27023 Luis R. Lomas P.E. FL NO.: 62$14 43 -W-OW fear s scram 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAx BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE 110 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RICID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE 1/2' MIN. EDGE DISTANC INTERIORI 10 WOOD SCREW WOOD FRAMING OR 2x BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4' MAX SHIM SPACE 10 SMS OR ELF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS Wl L 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION i 1/4' MAX. SHIM SPACE 3/4" MIN. INTERIOR EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCROnIOM DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 0 REVISED NAME AND ADDRESS 10/27/;6 R.L. NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTM E2112 SIGNED: 11/15/2016 MI WIND oWw. MnDKETDOORS, LLC 111i/'/ GRATZ. PA 17030 GENSF•1P SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACTFLANGEM-TAX60FINSTALLATIONDETAILSWITHOUTFILLERS DRAWN- DWc NO. REV ii0P' .[OR10*•G 08 B 1#lilt%%\\ \` SCAE NTS o`E 09/03/14 E'87 OF 12 LROSERTOLOMASPE 14M N47ODFORD RD LEWSVILLE NC 27023 Luis R. Lomas P.E. FL No.: 62514434-M-06" 1n0 na *btnwve M" REVISIONS ' REV DESCRIPIIDN DATE APPROVED 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/D1/15 IRL. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 7 SHEET 1 o CONCRETE/MASONRY BACKER ROD & 1/4" MAX Y OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4 MAX. SHIM SPACE 2 1/2 MIN SEE NOTE 3 - 7 EDGE o SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1 1/4" MIN. APPROVED SEALANT e a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL e CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWM DNc NO RE" J.L. 08-02357 B SCALE NTS JDTt 09/03/14 1 SHEET 9 OF 12 L. ROBERTO LOMAS P E. I132 WOODFORD RD LEWISVILLE. NC 27023 434-M-0609 mbmas trbnnspe ovm SIGNED: 1111512016 0 1 1111`/0 Af I. ENSF•i0 Ll '.*= 700/•'/"b(TATE OFlrw S4ONA N G`\\ Luis R. Lomos P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4' MIN EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4- MAX BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1 4 MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE RIGID FILLER 1/2' MIN. EDGE DISTANc INTERIOR1 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REM51DN5 REV DESCROnIDN DATE APPROVED 3/4' MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL r EDGE DISTANCE STRUCTURE B REVISED NAME AND ADDRESS 10/27/16 R.L. BY OTHERS 1/4' MAX. Am, M; SHIM SPACE BACKER ROD & APPROVED SEALANT RIGID FILLER BEHIND FLANGE 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4' MAX. F SHIM SPACE NOTES METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4- MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX SHIM SPACE RIGID nLLER 3/4' MIN. INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN. DRC NO Ro J.L. 08-02357 B VALE NTS " 09/03/14 "Ea 10 OF 12 L ROSERTO LOADS P E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434-l-0609 tAwrws®/knu%M cvm SIGNED: I Ili 512016 J'S 1R 11L 0/. CENSF9s 6 ; 7o7AT E OFHil• a 11EaG` Luis R. Lomos P.E. FL No.: 62514 REWSIDNS REV DESCRDRDN CAM APPROVED 2 1/2 MIN, A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a ' ' • ' 1 1/4" MIN. 4. •° 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK e' EMBEDMENT SEE NOTES 3 — 7 SHEET 1 o CONCRETE/MASONRY BACKER ROD & 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE I SHIM SPACE BEHIND FLANGE OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT RIGID FILLERBEHINDFLANGE OPTIONAL 1X BUCK 1/4" MAX. SHIM SPACE 2 1/2" MIN. SEE NOTE 3 — 7 EDGE o SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1 4" MIN. APPROVED SEALANT n , A. EMBEDMENT BEHIND JAMB INSTALLATION DETAIL CONCRETE44ASONRYINSTALLATION a , 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETHMASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWSDOORS, LLC NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, 650 MARKET CRATZ, PA 17030 51ftII1`lo,i'/ GENS'•'4+ NOT SHOWN FOR CLARITY. P . SERIES 185 ALUMINUM FIXED WINDOWZPERIMETERANDJOINTSEALANTBYOTHERSTOBE 0 61 •*= DESIGNED IN ACCORDANCE WITH ASTM E2112 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TAT E OF IW i'OF3;;°[0R10;•Gf' DRAWN: aRe No REV J.L. 08-002 357 B i s ONA11\\N a1ENTS 09/03/14 11 OF 12 L ROSERTOLOAIASRE Luis R. Lomas P.E. 14" WOODFORD RD LEWISVR.LE, NC 27023 434-Epp-OW9 AXVWS@*bm4tp M" FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 16 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4' MAX WOOD FRAMING _I SHIM SPACE3/8' MIN BY OTHERS EDGE DISTANCE ff6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1/4' MAX I r SHIM SPACE 3/8' MIN EDGE DISTANCE 6 WOOD WOOD SCREW _ FRAMING APPROVED 1 1/4 MIN• BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT V E APPROVED SEALANT BEHIND FIN EXTERIOR 3/8' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REMSIDNS REV DESCRWWN W1E APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 0 REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS oRAMN: DRt ND J.L. 08-02357 s uE NTS 09/03/14 94x' 12 OF 12 L ROWRTOLOWSP.E 1432 WOODFORD RD LEWISVR.LE AIC 27023 4H-666-0609 AabmAs@ktmesM mn SIGNED: 1111512016 04f,% D 6 *= o AT OF i' 4ts`'C 011101i77S'ONA,y a\\ Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 mllBursiness & Professional Regulation SCIS Home I Log In I User Registration I Mot Topics I Submit Surcharge I scats a Facts j Publications I FBC Stall I BCis Site Map I Links I Search dbpr a Product Approval USER: Public User Product Approval Menu > Product or Aoelication SUTh > Application List > Application Detail FL # FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE 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, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R2 COI FLCOI.Ddf 1710.5.3 Method 2 Option B http://,A,%m. floridabuilding.org/pr/Pr_app_dtl .aspx?param=wGEVXQwLDgtH8 5 72gvdWI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/201S Summary of Products FL # Model, Number or Name Description 153S3.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S3S3 R2 II 08-01448A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x W. Max mullion FL153S3 R2 AE 512072A.odf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 S764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL153S3 R2 II 08-01439A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FL15353 R2 AE 512063A.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FuS353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL153S3 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 11 08-01440A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS3S3 R2 AE 512064A.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM- 18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01442A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512066A.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 FLIS353 R2 AE S12075A.odf span - 104-1/4" Created by Independent Third .Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01452A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R2 AE 512076A.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01443A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WIS... 9/7/2017 Florida Building Code Online Page 3 of 3 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 FL153S3 R2 AE 512067A.odf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18S32 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 11 08-01453A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 FLIS353 R2 AE 512077A.odf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18S33 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01444A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 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 FL15353 R2 AE 512068A.odf span: 83' Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL153S3 R2 II 08-01454A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512078A.0df span: 104-1/4". Created by Independent Third Party: Yes Badt Neff Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a publ$C-remMs request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you d0 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: tins:[ O Credit Card Sate http://wA-Af.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,,ArtDgtH8572gvd WIS... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = WI + W2 2 REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED INSTALLATION DETAILS 06/SO/ 15 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8_MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-9D. GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 65D WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. I 08-01439 SCAE NTS D•t 01/11/12 —I OF 3 REV A SIGNED: 0611112015 ft l lL 0 1"' G E 'p ES TAT E OF <u, OO . ORIO* F•:;.•• Ss/ONA;lEaO` 107 3/8" COMBINED WIDTH WI Ir W2 - B FRAME HEIGHT HIL/ji WINDOW MULLION SPAN) IV 3/8" TWIOMBINED WIDTH IrW2- BY 1 FRAME 'WINDOW HEIGHT WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTHF_ W1 rlr- W2 83" 1 1 WINDOW FRAME HEIGHT WINDOH WINDO MULLION SPAN) 1 1 1 IF- W1 W2 - 107 3/8" COMBINED WIDTH Desicin Dressure ratio s Mullion span (In) Tributary 18.13 25.50 width (In) 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 130.0 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 7Z I 72.0 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 596 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 19. 119.0 64.00 28.1 20.3 15.0 13.2 11.9 11.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIDTH W1 -jr W2 - e LowFRAME 'TV// J/ NDOW HEIGHT MULLION SPAN) I ii F_ 107 3/8" COMBINED WIDTH W1 W2 ! 83" HL J WINDOW FRAME/// / HEIGHTJ( MULLION SPA' 1 1 W1 IF- W2 107 3/8" COMBINED WIDTH REV I DESCRIPTION I DATE I AOPRMD IAIREVISEDINSTALLATIONDETAILS06/10/15 1 R.L. 107 3/B" COMBINED WIDTHF_ WI W2 BY 1 1 WINDOW FRAME HEIGHT WINDOW 1. WINDOW MULLION SPAN) N) 1 1 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED I073A1' AS SHOWN HEREIN. uesign pressure rating (pstj Wan renar o tion Mullion span (in) Tributary width (in) 18.13 25.60 36.00 42.00 48.00 52.13 25.00 130.0 130.0 130.0 130.0 130.0 130.0 37.38 130.0 1300 127.2 127.0 127.0 127.0 49.63 120.7 94.3 77.9 73.8 72 1 72.0 62.00 92.4 70.0 533 48.1 44.8 43.4 65.63 80.0 58.6 442 397 36.7 35.3 72.00 60.3 43.9 32.8 29.2 26 7 25.5 4.00 37.7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. W 1 --{ F-- W2 107 3/8" COMBINED WIDTH 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. 1 08-01439 SckE NTS t"t 01/11/12 %-2 OF 3 SIGNED: 0611112015 2 1/2' MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN. EMBEDMENT 1/4" TAPCON SECT5796 CLIP OPTIONAL REBAR U J SECT 5764 MULLION MT000022 CLIP 1 110 WOOD SCREW11 I I 1I 1 1 1 3/8' MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2x BUCK EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYXCINCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 3.261' I 1.375" L 0.843" 1- 3.250' 4 000' DCSCRPMM MTC I APPM40 REVISEO INSTALLATION DETAILS 06/10/15 1 R.L. 3.750" 1.000" 0.375' 2.032' L 0.8-T4-3— I SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-TS .125' THICK 2.875' 2x 00.210' MT000022 CLIP 16GA (0637 GALVANIZED STEEL 3.750" 2.189" — 1.0 0.375' F— 2.140" —{ I I J— R=l - 125' 0.843' L 2x 00.210' I 1.562 SECT5764 MULLION ALUMINUM 6005-T5.125' THICK T 1.562' J 0.688' 1 SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6069•T5.125' THICK 1.531 " n__l SIGNED: 0611112015 MI WINDOWS AND DOORS 1111IIfIIII RF-185 2 WBAR 16GA(.062)GALVANIZED STEEL 650 WEST MARKET STREET GRATZ, PA 17030-0370 5 R- L 04 //" GENSF.'9 ii 5764 — VERTICAL MULLION 0 5 *= 83" MULLION SPAN INSTALLATION DETAILS AND COMPONENTS O; STpTE pP t MAWW MD. FINi'Oowe cf0R10;• V.L. 08-01439 A i ss/pNAI E` sr- . NTS — 01/11/12 —3 OF 3 111111110 Florida Building Code Online Page 1 of 3 I: r Professional • 0 a Eiiiftir i'ii ••a^ SCIS home I Log In I User Registration ; Hot Topics submit surcharge I Stats a fa= Publications I FaC Stag SCiS site Map Links Search a rd'. Product Approval ems. USER• Pubht Userdbpr4M.- Product Approval Menu > Product or Applicaton Search Application List > Application Detall FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.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 who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. R Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eouiv ASTM C1186 Equivalency Sioned.odf http://xk vw.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method i Option D 08/17/2015 08/26/2015 09/07/201S 10/16/2015 08/09/2017 FL JR Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RI0-25S6-1S Panel metal-wood.odf FL13223 R3 If ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 II Install Cemoanel Sidino.odf Design Pressure: N/A FL13223 R3 Ii NOA 15-0122,04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 13223.2 HardlePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 11 ER RIO-2578-15 Panel to Furrino.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 11 Install HardlePanel Sidina.odf Design Pressure: N/A FL13223 R3 11 NOA IS-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement. panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-I5 Panel metal-wood.odf FL13223 R3 11 ER RIO-2578-15 Panel to Furrina.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL13223 R3 11 Install Prevail Panel Sidina.pdf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER R10-2578-1S Panel to Furnno.odf FL13223 R3 AE NOA IS-0122.04.odf Created by Independent Third Party: Yes Badt Neat Contact Us :: 7601 Blau Stone Road. Tallahassee FL 32399 Phone: 8S0.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: AccasSIbIIIty Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mall address released in response to a public -records request do not send electronic null to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee However mull addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be node available to the public. To determine If you are a licensee under Chapter 455, F.S , please click here . Product Approval Accepts: M®0 PER E http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Creclr: Card Safe http://vAw",.floridabuilding.org/pr/pr_app_dtl.aspx?param=A,GEVXQwtDgvRk6bsvZ66FC... 9/7/2017 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 16, 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: 41, OGA f/..- aTlFlr rv'4 2412 RONALD I. OGAWA & ASSOCIATES, INC. f 16835 ALGONQUIN STREET 9443 `""``•^'5 HUNTINGTON BEACH., CA 92649 - t` •. 714-292-2602 ....... 714-847-4595 FAX °''/i iE„RED„ f_ RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN 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@jameshardie.com EVALUATION SUBJECT Hard)ePanel® Siding James Hardie Product Trade Names covered In this evaluation: HardiePanel® Siding, Cempanel® Siding, PrevallTM Panel Siding EVALUATION -SCOPE: ASCE 7.10 2014 Florida Building Code 2012 International Building Code® EVALUATION PURPOSE: This analysis's to determine the magnum design 34econd gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nalls or screws. REFERENCE REPORTS: 1. Interek Report 3067913 (ASTM 6186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report.IC-1270-94 (ASTM E330) Transverse Load Test 5116• Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem-Rr wood studs spaced at 16 inches• on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test 5/16' Thick by 48 Inch wide HardiePanel SWI g Installed on 2X4 Hem -Fir wood studs spaced at 24 Inches rnrcerlter with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test S/t6' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories. Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 Inch wide HardiePanel Sift installed on 20gauge Metal studs spaced at 16 inctis on center with a No 8 X 1 in. king X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4"Thick by 48 Inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 In head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-9811554d (ASTM E330) Transverse Load Test 1/4' Thick by 48 Inch wide HardiePanel Siding installed an 20gauge Metal studs spaced at 16 arid 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. lug X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 6116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E72) Racking Shear Test 5116' Thick by 46 inch wide HardiePanel Siding installed on 2X4 Group III SG-0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch lung ring shank nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test Sit6' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fa wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. log X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test 5116' Thick by 48 Inch wide HardiePanel Siding instilled on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET3F 0.100 in, knurled shank X 1.5 in. king X 025 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing n.l Nlowable Fame Ultimate Design Thickness Width Spacing Perimeter Field Load toad' Report Number Test Agency in.) rn.) Fame Type m.) Supports Supports Fastener T PSF) PSf IC-1270.94 Reattach 0.3125 48 2X4 wood Hem-Fn 16 6 6 6d common 149 49.7 IC-1270.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC 1271-94 Ramtech 0.3125 48 2X4 wood Ham -Fir 24 11 4 4 1 6d common 143 47.7 10868 97/1d75 Remtathh 0.3125 48 2X4 wood, SG a 0.36 16 4 g Id• 0.091 in. shank X 0.225 in 90 30.0 HD X 1.51n. ki thank nail Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 in. long X 0.323 In IG1054-89 Ramtach 0.25 48 1.375 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw Min. No. 20 gauge X 3.625 in X longX0.323 in IC- 1055-89 Ramtech 025 48 1. 375 in metal stud 24 8 6 head diameter d bugle 91.9 30.6 head screw ET& F 0.100 m. knurled shank X 11149 98t1554d Reattach 0.3125 48 Mat. 25 No. 20 gauge X 3.6In. X 24 4 8 1.5 in. X 025 in. head 170 56.7 1.375 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 in. X ET&F 0.100 In. knurled shank X 11149 98f1554d Reattach 0.3125 48 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowabte Load is the Ultimate Load divided by a Factor of safely at 3. 2. HarrllePariel Siding complies with ASTM C 1186. Standard Specification for Grade It., Type A Non -asbestos Fber-Carnent Rat Sheets. Table 1b, Sheaf Values Allowable Loads In Pounds Per Uneal Foot for Panel Shear Walls "_ Fastaniar Spacing rn.a Fame Ultimate Allowable Thickness Width Spacing PaAmater Field Load' Load' Report Number Test Age in.) i.) Fame Type in.) Supports Supports Fastener T IC-1273- 94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 Sd common 603.8 201.3 IC.1273. 94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274- 94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC-1274- 94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10868-9711475 Ramtech 0.31.25 48 2X4 wood, SG 2 0.36 16 4 8 4d• 0. 091 in. shank X 0.225 in. 595.4 128.5 HO X 1.5 in, long ring shank hell Min. No 20 gauge X 3.625 in. X Min No 8 X 1 In. king X 0.323 in IC 1057 89 Reattach 0.25 48 1.375 in metal stud 16924 6 6 head diameter ribbed bugle 990.0 123.8 head screw ET&F 0.100 in. knurled shank X 11284 99/ 1580 Reattach 0.3125 48 Min. No. 20 gauge X 3.625 in. X 16 4 8 1.5 in. brig X 025 in. head 1227.0 153.4 1.375 in metal stud diameter pin fastener ET&F 0.100 vn. knurled shank X 11284 99/ 1580 Reattach 0.3125 48 Mtn. No. 20 gauge X 3.625 in. X 24 4 8 1.5 in. long X 0.25 in head 1060.0 132.5 1 375 in metal stud diameter pin fastener 1. AO board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height4o4ength ratio for construction in this Tattle is 2:1. 3An the steel framed assemblies the allowable load Is based on the average load at 118 Inch net deflection. RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIG-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.corn DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via Ote transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design (ASO). the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5.1A, Figure 26.5-18. and Figure 26.5.1C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination wiU be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design, bad combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q6-0.00256'K,'Kn'K.'V (ref. ASCE 7-10 equation 30.3-1) velocity pressure at height z K, . velocity pressure exposure coefficient evaluated at height z Ka . topographic factor K,d . wind directionality factor V , bask wind speed (3-second gust MPH) as determined from 1201218C, 2014 FBC) Figures 1609A, B, or C: ASCE 7-10 Figures 26.5.1A, B. or C Equation 2, V.V, W. 20121BC d 2014 FBC Soctfon 16021 definitions) V,e , ultimate design wind speeds (3-second gust MPH) determined from 12012 IBC, 2014 FBC) Figures 1609A, 8, or C: ASCE 7.10 Figures 26.5.1A. B,orC Equation 3, p=q,'(GC,-GC.) (rat. ASCE 7-10 equotion 30.6-1) GC, , product of extemal pressure coefficient and gust -effect factor GCd , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,'Kn'K,'Vi -(GC,-GC,J Allowable Stress Design, ASCE 7-10 Section 2.4.1. load combination 7 Equation 5, OAD + 0.6W (ref. ASCE 7-10 section 2.4.1, load combination 71 D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the bad factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, P. 2 0RIN Equation 7, p., = 0.6'10.00256'K,' K.-K,'V,."(GCp GCp)) Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table A solve Equation 7 for Vie, Equation S. V. = (p dO.6.0.00256'Kt K.'K.'(GCO-GC,y)f' Applicable to methods specified in Exceptions 1 through 3 of (2012 IBC, 2014 FBC) Section 1609,1.1., to determine the allowable nominal design wind speed (Vesd) for Hardie Siding in Table 6. apply the conversion formula below, Equation 9, V. a V. • (0.6)0° (ref. 2072 IBC tt 2014 FBC Section 1609.3.1) V. . Nominal design wind speed (3-second gust mph) (ref. 20121BC 6 2014 FBC Section 16021) Table 2, Coefficients and Constants used in Determining V and p, K. Wetl Zone 5 Height (it) Exp B Exp C Exp D K, K, GC GC 0-15 0.7 0.85 1.03 h560 1 0.85 14 0.18 20 0.7 0.9 1.08 1 0.85 1.4 0,18 25 0.7 0.94 1.12 1 OA5 1.4 0.18 30 0.7 0.98 116 1 0.85 1.4 018 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.55 1.4 1 0.18 45 0.785 1.065 1 1.245 1 O.liS 1.4 0.18 50 0.81 1.09 1.27 7 0.65 1.4 0.18 55 0.83 1.11 1.29 1 O.BS t 4 0.18 60 0.85 1.13 1.31 1 O 85 7.4 0.18 100 0.99 1.26 1.43 h>601 1 1 0.85 1.8 0.18 RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847459S FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height (tt) 8 B 8 8 B 8 B B 8 B B 8 B 8 0.15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 521 57.8 63.7 30 14.4 15.9 A7.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 173 1 -19.0 20.7 22.6 26.5 30.7 1 -35.3 40.1 1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31.7 36A 41.5 46.8 525 58.5 64.8 50 16.7 18.4 20.2 22.1 24.1 28.2 32.7 37.6 42.8 48.3 54.1 60.3 66.8 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 43.8 49.5 555 61.8 68.5 A-75.5 100 25.6 282 3 .0 33.8 36.9 43.3 2576 65 4.0 62.9 9 4 1024 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height it C C C C C C C C C C C C C C 0.15 175 193 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 95.5 30 202 223 24.5 26.7 29.1 342 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 35 2 40.8 46.9 53.3 602 675 75.2 83.3 91.9 40 21.5 23.7 26.0 28.4 30.9 36.3 42.0 48.3 54.9 62.0 69.5 77.4 85.8 1 -94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 67.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 30.3 33.0 38.7 44.9 51.5 58.6 662 74.2 82.7 91.6 101.0 4 100 32.6 35.9 1 -39.4 431 46.9 55.0 63.8 73.3 83.4 94.1 105.5 117.6 130.3 143.6 Table 5, Allowable Stress Design • Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, Wind Speed 3-secondoust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height (it) D D D D 0 D D O D O D D D D 0.15 21.2 23A 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 65.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 692 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 55.2 62.8 70.9 795 88.6 98.2 108.3 40 252 27.7 30.5 33.3 36.2 42.5 49.3 56.6 1 64.4 727 81.5 90.9 100.7 111.0 45 25.7 283 31.1 34.0 37.0 43.4. 503 57.8 65.7 74.2 832 917 102.7 50 26.2 289 31.7 34.6 37.7 44.3 51.3 58.9 67.1 75.7 414.9 94.6 104.8 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 52.9 68.1 76.9 862 98.1 106.4 A163Wi 100 37.0 40.8 44.7 48.9 53.2 625 72.5 63.2 94.6 106.8 119.8 133.4 t47.9 Tables 3.4, and 5 are based on ASCE 7.10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #"3 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@jameshardle.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE7.10 Chapter 30 C&C Part 1 and Part 3)° ```\`P VO-FGi• '1,9'i, 2012IBC, 2014 FBC 201218C. 2014 FSC 2412 -- 1<JC 9 • STATE F :- `\ E FJsllIIIDttE coefficients used In TSWe 6 calculations fbuV, Allowable. Ulitmate Design Wind. Speed. 1/ 3 second gust mph) Miowable. Nominal Design Wind. Speed, V 1A 3-second gust mph) Applicable to methods esped6d in 12012 IBC, 1609,';Sechan 1201218C, 2014 FBC] Figures ISOM. B. or C. Appkable to methods specified FSCI Section 1609. 1.1 Wind exposure category Wind exposure category siding K, Product Product Thickness inches) Width Cinches) Jles) Fastener Type Fastener Spacing ngFrame Type Stud Sparing inches) Building Height feet) B C 0 B C D Allowable Design Load PSF7 Exp 8 Exp C Exp 0 ice 16 GC. GC. HardiePane7b 5116 48 lid common 6 2X4• wood Hem - Fir 16 0- 15 186 168 153 144 130 Ila 49.7 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 20 ISO 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0.85 l.4 0.18 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 186 157 144 144 121 112 42.7 0.7 0.98 1.16 1 0.85 14 0.18 35 182 154 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 14 0.1e 40 178 152 141 138 118 109 49.7 0.76 1.04 122 1 0.85 1A 0.10 45 175 150 139 136 117 108 49.7 0.785 1.065 1245 1 0.85 1.4 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 127 1 0.85 1.4 0.18 55 170 147 137 132 114 We 49.7 0.83 1.11 129 t 0.85 1.4 0.18 60 168 146 136 130 113 105 42.7 0.85 1.13 1.31 1 0.85 1.4 O.11e 100 139 124 116 108 96 90 49.7 0.99 126 1.43 h>60 1 0.85 4.e 0.16 HardiePanel® 5116 48 ad common 4 2X4 wood Hem - Fir 16 0. 15 233 212 192 181 164 149 18.7 07 0.95 103 hs60 1 0.95 1.4 0.18 20 233 206 188 181 159 US 78.7 0.7 0.9 1.08 1 0.85 AA 0.18 25 233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 t 0.85 1.4 0.18 35 229 194 179 177 151 139 78.7 0.73 171 79 1 O.as 1.4 0.10 40 224 192 177 174 148 137 78.7 0.76 1.04 I22 1 025 1.4 0.18 45 220 189 175 171 147 136 78 7 0.785 tA85 1245 1 0 a5 1.4 019 50 4 187 173 3 145 134 7e.7 0.81 1.09 t.27 1 0.65 1.4 O.tB 55 214 185 172 166 144 133 7e.7 O.ft3 1.11 t29 1 085 t.4 0.18 60 212 194 171 164 142 132 7f1.7 0 e5 1.13 131 1 0.85 1.4 0.18 100 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 0.05 1.8 0.10 HardiePanetO 5116 48 lid common 6 2X4 wood Hem - Fir 24 0. 15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hs60 1 0.85 1.4 0.10 20 6.7 130 119 32659 101 92 313 0.7 0.9 1.05 1 0.65 14 0.18 25 7 127 116 5 98 90 31.3 0.7 0.94 1.12 1 0.85 1.4 0.18 30 147 124 114 114 96 89 313 0.7 OAS 1.16 1 0.85 1.4 0.18 35 144 123 113 112 95 87 313 0.73 1,01 1.19 1 0.85 1.4 0.18 40 141 121 112 109 94 86 313 0.76 1.04 122 1 0.85 14 OAS 45 139 119 110 108 92 86 31.3 0.785 1.065 1245 1 0.85 1.4 0.18 50 137 118 109 106 91 85 313 0.61 1.09 127 1.4 0.10 55 135 117 108 105 91 84 31.3 0.83 1.11 129 O. A& 55 1.4 0.18 60 134 116 108 103 90 83 313 0.95 1.13 131 1.4 0.18 100 111 98 92 86 76 71 3121 0.99 126 1.43 h>60 t 0.85 1.a 0.16 r HardiePanel® 5/16 48 coadrwn 4 2X4 wood Hem - Fir 24 0. 15 182 165 150 141 128 116 47.7 0.7 0.85 1 A3 MOO 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 1.08 1 0.85 1.4 OAS 25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 1 0.85 1.4 018 30 182 154 141 141 119 109 47.7 07 OAS 1.16 1 085 1.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.19 1 085 14 F. 88 40 174 149 138 135 116 107 47.7 0.76 1.04 122 1 0.85 1.4 0.18 45 172 147 136 133 114 106 47.7 0.785 1.065 1.245 1 0.85 1.4 018 50 169 146 135 131 113 105 47.7 0.81 1.09 127 t 0.85 14 0.19 55 167 144 134 129 112 104 4 7.7 0.93 1.11 1.29 1 OA5 14 0.18 60 165 143 133 128 111 103 47.7 0.85 113 131 t 0.fl5 1A 0.18 100 137 121 114 106 94 a8 47.7 0.99 126 1.43 h>60 1 0.85 1.8 o.le HardiePaneM 5116 48 4d, 0. 091 in. shank X 0 225 in. HOX ti ring shankin. ang nnk nail g4 edge 8 field 2X4 wood SGZ0. 36 16 0. 15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 h560 1 OA5 1.4 0.18 20 144 127 116 112 98 90 30.0 0.7 OA 1.08 1 0.85 1.4 0.18 25 144 124 114 112 96 88 30.0 0.7 1 0.94 1.12 1 0.65 1.4 0.18 30 144 122 112 112 94 87 30.0 07 0.28 1.16 t OAS 14 0.18 35 141 120 111 109 93 86 30A 0.73 1.01 Mg t 0.85 IA 0.18 40 138 118 109 107 92 85 30.0 0.76 1.04 122 1 0.85 1.4 0.18 45 136 117 108 105 91 64 30.0 0.785 1.065 1245 1 oA5 14 0.18 50 134 116 t07 104 89 83 30.0 0.61 Log 1.27 t 085 1.4 018 55 132 114 106 103 89 82 3010 0.83 1.11 1.29 1 0.85 1A 0.18 60 131 113 105 1 101 88 82 30A 0.85 1.13 131 1 OAS 14 0.18 100 108 96 90 84 74 70 30.00.99 126 1.43 h>60 1 0.85 1.6 018 JAMES HARDIE BUILDING PRODUCTS, INC.• 1-888-542-7343 lnfo@jameshard.le.com RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Design Wind, Speed, I Design wind. Speed, V,e . Vm4IV. Apocaole to methods Applicable to methods specified in 1201218C. specified in Exceptions 1 2014 FBC) sedion nh 3 of (201218C. uougrougi609A.1. es detemdned 2014 FBC] Section SeP01218C, 2014 FBC) 160q Figures 1609A, S. at C. c Wind ex0osure cateroory Wind exoosure cateciom Sidtna S,.\ OGA', Q; G 01FICq;9 24121- STATE RED fIr. Product Product Thickness incites) Width inches) fastener Type Fastener Spacing Frame Type Stud Spacing incites) Building Heighe-' feet) B C D B C D ode Design Load PSF) 1;W B FV C Fxp 0 Ks Ki GC. GC, 0. 15 198 160 163 153 139 126 66.6 0.7 0.85 1.03 h160 t OAS 1.4 0.18 HardiePanelt 114 48 Min. NoB X 1 in. long X 0. 323 in head diameter ribbed bugle head sorely' 6 Min. No. 20 gauge X 3.625 in. X 1 375 to metal stud 16 20 198 175 159 153 136 123 666 0Y 0.9 1.0e 1 0.85 14 0.18 25 198 171 157 1S3 132 121 SBA 0.7 0.94 1.12 1 0.85 1.4 0.19 30 198 167 154 153k126 119 56A 0.7 0.98 1.16 1 0.e5 tA 0.10 35 194 165 152 150 118 SU 0.73 1.01 1.19 1 0.85 1.4 0.18 40 190 162 150 147 116 66.6 0.76 1.04 122 1 0.85 1.4 0.10 45 187 161 148 145 115 56.6 0.785 1A65 1245 1 0.85 1.4 0.18 50 184 159 147 143 114 56.6 0.e1 1.09 121 1 0.65 1.4 0.18 55 182 157 146 141 113 S6.6 0.63 1.11 129 1 0.65 1.4 0.18 60 180 156 145 139 112 56.6 0.85 1.13 131 1 OA5 1.4 0.18 100 149 132 124 115 96 56.6 0.99 126 143 h 60 1 OA5 1.8 0.18 0. 15 146 132 120 113 102 93 1 •30.6 0.7 0.85 1.03 hs60 1 0.85 1.4 0.1e HardiePanel® 114 4e Min. No 8 X 1 in. long X 0223 in head diameter ribs bugle head 6 Min. No. 20 gauge X 3.625 in. X 1. 375in metal stud 24 20 146 128 117 113 99 91 30.6 0.7 0.9 1.08 1 0.95 1.4 0.18 25 146 126 115 113 97 89 30.8 0.7 0.94 1.12 1 0.85 1.4 018 30 146 123 113 113 95 88 3016 0.7 028 1.16 1 IOAS 1.4 0.18 35 143 121 112 110 94 e6 30.6 0.73 1.01 1.19 1 0.95 1.4 0.18 40 140 119 110 108 93 e5 306 0.76 1.04 122 1 OAS 1.4 0.1e 45 137 118 109 106 91 e5 36.6 o3eS ims 245 7 0.e5 1.4 oje 50 135 117 108 105 90 e4 30.6 0.61 1.09 127 1 0.65 1.4 0.18 55 134 116 107 104 90 e3 30A 0.63 1.11 129 1 0.85 1.4 0.18 screw' 60 132 115 106 102 69 82 304 o e5 1.13 1.31 1 0.85 1.4 0.16 100 1 109 97 91 85 75 70 306 0.99 126 1.43 h W 1 085 1.6 0.18 HardiePaneth 5116 48 ETaF 0. 100 in. knurled shank X 1. 5 in. long X 0.25 in. head diameter pin fasten? 4 edQe 8 field Min. No. 20 gauge X 3.625 In. X 1375 in metal stud 16 0. 15 198 180 163 153 139 127 W.7 07 095 103 hM 1 0.85 14 o.1e 20 198 175 160 153 135 124 56.7 0.7 0.9 1.08 1 OAS 14 0.18 25 198 171 157 153 132 121 56.7 0.7 024 1.12 1 0.115 14 0.18 30 198 167 154 153 130 119 56.7 0.7 0.08 1.16 1 0.65 1.4 0.18 35 194 165 152 150 128 118 66.7 0.73 1.01 1.19 1 0.85 1.4 0.10 40 190 163 150 147 126 116 66.7 0.76 1,04 122 1 0.85 1.4 0.1e 45 187 161 149 145 124 115 56.7 o.7e5 1.065 1245 1 OAS 1.4 0.18 50 184 159 147 143 123 114 56.7 0.81 1.09 127 t 0.95 t.4 0.18 55 182 157 146 141 122 113 56.7 0.83 1.11 1.29 1 0.95 1.4 0.18 60 1e0 156 145 139 121 112 56.7 0.85 1.13 131 1 OAS 14 0.18 too 149 132 124 115 102 96 56.7 0.99 126 1.43 h>60 t 10251 1.6 0.18 HardiePanelS 5/16 48 ETaF 0. 100 in. knurled shank 1. 5 In long head X in. head diameter pin fasten? q edge 8 field Min. No. 20 gauge X 3.625 In. X 1375 in metal stud 24 0. 15 153 139 126 11e 107 98 33.7 0.7 OAS 1.03 h560 1 OAS 1.4 o.te 20 153 135 123 1 118 104 95 33.7 0.7 0.9 1.06 1 0.95 1.4 0.18 25 153 132 121 1 118 102 94 33.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 153 129 119 I tie 100 92 33.7 0.7 0.98 1.16 1 065 1.4 0.16 35 150 127 117 1 116 99 91 33.7 0.73 1 1.01 1.19 1 0A5 14 0.16 40 147 125 116 114 97 90 33.7 0.76 1.04 122 1 Fes 1.4 0.18 45 144 124 115 112 96 89 33.7 0.785 1.065 1.245 1 0.85 1.4 0.18 50 142 122 113 110 95 es 33.7 0.81 1.09 1.77 1 OAS 1.4 0.18 55 140 121 113 109 94 87 33.7 0.e3 L11 129 1 OAS 1.4 0.18 60 139 120 112 107 93 67 33.7 0.85 1.13 1.31 1 0.e5 1.4 0.18 100 115 102 95 89 79 74 33.7 0.99 126 1.43 n>60 1 o.e5 1.8 0.18 i. screws snag penetrate ate metal irammg at [east mree tut' tnreaas. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult a the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBCj Figures 1609A. 1609B, or 1609C; ASCE 7.10 Figures 28.5-1A, 26518. or 26.5-1C. S. Vasd - the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBCj Section 1609.1.1. 6. The wind speeds in [201218C, 2014 FBCj Figures 160K 16098 and 1609C are ultimate design wind speeds. Vult, and shall be converted in accordance with (2012 IBC, 2014 FBC) Section 1609.3.1 to nominal design wind speeds. Vasd, when the provisions of the standards referenced in 12012 IBC, 2014 FBC) Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpoiation of building height and wind speed is permitted. 8. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CSC Part 1 and Part 3: Ka=1, ".85, GC,=1.4 (hs60), GC,=1.8 (h1.60), GCa--0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEi` BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. ' 10901 ELM AVENUE FONTANA, CA 92337 - TABLE OF CONTENTS PAGE COVER PAGE _ 1 EVALUATION SUBJECT EVALUATION SCOPE - 2 EVALUATION PURPOSE = - 2' REFERENCE REPORTS 2• TEST RESULTS I _ 2 TABLE 1A. RESULTS OF TRANSVERSE LOAD TESTING -2 TABLE 18,ANALYSIS OFALLOWABLE LOAD FOR A 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 VIAND p 4 TABLE 3. ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN •C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5.6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE 11RTH THE REQUIREMENTS OF THE ASCE 7-10. THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED Sr. RONALD 1. OGAWA & ASSOCIATES, -INC. 16835 ALGONQUIN STREET #"3- HUNTINGTON BEACH, CA92649 714-292-2602 714-847-4595 FAX- 111 s: QGAt' , S411E 0 RONI A I.OGAMASSOCIATES, INC. 16US ALGONOUIN STREET 0443 MUNTINGTON BEACFI CASM49 714-292-260t (F) 714-847.405 PROJECT: FOO-2578-15 EVALUATION SUBJECT NardldPansis Siding Jutra Nardle Product Trade Karlin covered In this, evatualbn: Nardeparot Stdng. C4dpando Slang. PMVU- Pwo Sad'at EVALUATION SCOPE: ASCE 7.10 2014 Florida 6u0Sn0 Coda 2012 tnamtiarW tktiltlp Cd2e 2012 trltma mtl ReadenUal Coda EVALUATION PURPOSE: Tfia an.lph IS to dormer 00 M&dM n d"lan 3Meme guc wbd speed to be metaled by an asmmby of MardlePanr (Componet, Raw: Pwwo skim tastaned to wow tunas en *i: w woe ormNal tranw* vd;h nab or soars. REFERENCE REPORTS: 1. t uftk Room 1=43G10004301A. Trwevuss bad teal an MansiaPrrt. TEST RESULTS: Tabla 14. Results of Tana»na Load Tasft Frrin Follow U.unro AtbwaMs Tact Tniovrss Spedq Spacing Featmw Type_ Load 0-2.1 Lose Report Number A In vvwm tln.1 Frmnd T ' M.) An.) and Oimerl om pSf) psn Fabim Lima 10= 43630004011A hdmtek 0.3125 45 2X4 vwod gbA 3W acid by 3 16 6 No. 8 X 125- tong X 0.72T t10 160.7 Si 6 pO ttew ftnOae wipeSPFtleritr0tbadb * head sages 1CO2470i0004301A b+rrtek 0.3125 45 20 wood SbA 344' DWI by 3S t6 a ft. 6 X 12S- Imp X o.32T HD S]t A es.e MA tmw7n vAd4 SPF hmiq ebbed DUOS head ewers 1020243e300Cp4MA bbmlak 03125 48 2X4 wooe Stud. 3M' Oft y ]9 10 t? No. e X 125.leng X 0.32T Ho 108,1 a5 a PA tvargh vibeSPFbo*V nObw mob head Boer 10= 430000 001A tit nek 0.7121 46 7A4 wood sac. 3r4' altos by 3.5' 18 6 OAW stunk X 0215' Ito a t B 1< I 6 4G_ pt11 t111bYgA ancta. wideSPFMnpImpringNancnai102024767C00001A Invnal, 0.3125 4a 2X4 wum ' 3N' W or I.S.mp 246No.6 X 12W IX 0.325 HO 82.7 27.e PA L1rbu}'1 AnICtY.'a wide SPFtuftnobsbugbroadeoewI.Aa nswrrs were nummo on rJret WWWA pone:r m rw ar aw" Irrm]ra. 2. Alu ra]4 bad is oatrrninsd Dom uu.aae Wo "Mo by e tadtx or calety of 3. 3. i anMPrrl ludet CWofi a w101 ASTM C1188, Standard SPedserion far Grads 11, Type A AbnifOe=4 FaWACemma Rd 37tee18. Table 1b. Analyale of Allowable Load to Si Scar at 10' O.C. da $vow Saadno FacermS . an a I t2 to frame On 16 16 tB FamimI • enu 089 1.33 Ml atlsraele tact o..i ASS Ise I u.s beividtA• arse r bud Ale. >8 g 472 43.1 The tarmw mad toa6 Go" at 17 O.C. was WMAMad a fro avenge bl the lest mwAs Ice r dud 12.O.C, Tor -`ow-"- bad for S6 sear sift spectre of 10' O.C. MOo loft on be cd*AM W y etlerpdatip Lb raSW df saes tnwM at 6' tote t2- O.C_ sine b= lbsa had seate teem mode rk tastcrr RJf arouptl born ee pe:lsb.a allown In 0r taale, tilo eeowable ba] for S8 aorews bsraM4 at t0' O.C. b vrcbd hnitG o 3aJl pat. Justification of Ushp ft Resutta on UgM Cause steal Frambvg In Lis wAlwl medtuatimu, ay faterrra wm sLaaed to turht a*. so Wwdw tine turret Is —&wd b wood or ceal trtc;lft rryt $ re,?a sMW to MUNIM or bmm; attaak"M end tambt maM*W%b have, WJ8C 4 bed CAPeWAS. y111I•OGAW __ 1 STATE F 0. FLOR10" 11 FSS O RONALO L OCAVAASSOCIATT:B. INC. 16835 ALGONOIAN STREET 0"3 RJNTINGTON BEACK CA 02SAO T) 7142112.260L• (F) 71 e-847-4585 PROJECT: RIO-2578-15 DESIGN WIND LOAD PROCEDURES: Fic rea0erd aaro ttr•wrma loco a0adn twv road eapacity) b dolamunod w mmpunce teatrl0 m trcmarse wed neUmtC ma stand ds. Vu trr rmraverm on la aY, sn atbnbte aeapn lose Is delMahmd besad an a odor of aaregr of 3 app0ad to tia uyrum ma wed. Equation 1. q,a0.0025B K'1C.'1(,1f pal. ASCE 7-10 eala m 303.11 a . n Pa•we a netplw z K . rdodq) pressure exposum coelfr)erd evskmad at hdonlz K, . mP>sF+PNcleaor Equation 2. K . wwd daedorwhty taaor V . cat wind speed rysetd pUa MPH) a damundrred tmm 2012 ISC Flpu is IWV 8. or C: ASCE 7.10 Fpuss 26.5-1A. 8, or C VIM. pet 2012l8C Sawn 1602.1 de&mKortai V.. %dW4M design wind speeds (Saaoold Oust AM) deMuirmtl imm 2012 MC Houma 1G0 k 8, or C.,ASC£ 7.10 Fpeea 28.S1A. 8, or C Equation 3. P%.fGc.-4) pet ASCE 7.10 agw:ion 30.61J GC.. proaud of uasrnal pmssum aoctUfa t am Ouw4omm fadmr G .. t+eaua of Ytemar messus aoe'lowd aro lea tmctw 0 . deslr pmasurs (PSF) tor aidn0 (aftwomle oaavr lad tar W&W To demm ids dss?n Oessue. atdrmce Q, Oro E9eacmr 3. Equation a, Oe0.00256'K'Kr'K .a'(GC GC.) Ato.v.ldv Stmss Deafgn, ASCE 7.10 Section 2.4.1, road comarwssm 7 Equation R 0.60. O.6W pal. ASCE 7-10 semen 2 4.1, bad eom44wson 7J 0. and bad W . wind IOU To mnwa* a am AOawadb Suess Design Peass:ue, aWy aw bed maorfor W (wtnd) Dom Equatow a to p [oosipn preeswo) amwntn d hoe: ogmb l 4 Equation tl. P— a 0.690) Equation?. p— - o.61o.00256*r l 'K'.`(GC.•GC.3) Eowbm 713 used eo POPAM Tlebre 3, f, and S To do.Vmww the ero male uda ata SONC wW speed for Hat" Sidorp 1n TAGe G. ea`.o ECua+bn ?for V Equation G. V. I(p 0AroD0258'14•t(„'K'IGC.GC:)p' AaprcaeN to.wands worad in EAZOXi rn 1 dndlgA 3 of 2012IBC Sae6m17602.1.1. to daw mtx Ito eF*w norwmt design wind speed (Veal) brilan a Si?l VIn Tad* C. awry aw mrmrL'dn edmic" be",. Equation S. V— w V. • (0Ars pef. 2012 IBC Seem 1t1n2.3.1J V , i w-mldawk wind Speed (3•e403nd 0ua mpg (ter. 20.2l8C Se: eon 1602.1) RONALD 1. OGAWAASSOCIATES. INC. i6C3S ALGOwOLON STREET 0443 HUNTINGTON BEACFI CA92649 T) 714.292-2602; (F) 714447-4595 PROJECT. RIO.2578-15 Tame 2. C 0kiartts and CotlQatda toad In Oetannining V and p, mmMF-7pTM MUM EOOEM>•0 O®tom t3Mm® t3L•l.E® Off®>• a Off®•xrt• t£IOM lllc 11133m Table s. 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E OGAW4 t+` Of1 `O• 1f1t H O on W REPORT NUMBER: 102024363COO-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30. 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO. JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 iI,--- ---% 1.OGA 21 INFSTAT sS/0 E tt t Report of HardiePanelO tested in accordance with ASTM E330-2002f2014. Standard Test Method for Structural Performance of Exterior- Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference PRODUCT EVALUATED: HardiePaneM EVALUATION PROPERTY: Transverse Load Testing This report is for the exclusive use of lntertak's t7ent and is provided pursuant to the agreement between Intertek and its client lntertelt s responsibility and liability are limited to the terms and c ndi:fans of the agreement lnterrek assumes no liability to any party, other than to :he Client in accordance with the agree pert, lbr any loss, expense or damage occasioned by the use of this report Only the Client is authorized to copy or distribute this report and then only in its entirey. Any use of the Intertek name or one of Its marls for the sale or advertisement of the tested raterial, product or service mist first be approved in writing by Intertek. The observations and test results h this report are relevant only to the sample tested This resort by Itself does not imply rha: the material, product, or service is or has ever been under an Intertek cerdflcation program. James Hardie Bukft Products, I= Report No.102024363COt]-001A 1 Table of Contents Apn'I 30, 2015 Page 2 of 7 1 Table Of Contents.............................................................................................................. 2 2 Introduction......................................................................................................................- 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods ........................................... ........ .. ................. _............. 3 4.1. Conditioning.................................. ..................................................................... ........ 3 4.2. Transverse Load ...................... ....................................... ........... .. ............................. ., 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations.......................................................................................... 5 6 Conclusion......................................................................................................................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary.. .......................................................................................................... 1 Page Inrerrek Florida Product Approval HardiePanel° Siding 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. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HardiePanel JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 IIIII> INSTALLATION REOUIRD.4ENTSRESIDENTIAL SINGLE FAMLY ONLY - PRIMED & COLORPLUS° PRODUCTS Yislt crwv iameshard'ie.com for the most recent version. SMOOTH to CEDARMILL® • SELECT SIERRA 8 ar STUCCO IMPORTANT FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ10e LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and Covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Ft>9tiort cutlirlg station w that wind will blow do avray from user 1. Cut only usng score and snap, or shears (manual, elearlc or pneumatic). and, dhers in watlmg area 2. Position editing station In well -ventilated area. 2. Use one of the tllCvitg methods: a. Oest I. Score and snap 1. Shears (martial, deft or - NEVER use a power saw indoors b. Be*. 1. Oust reducing circular srw eVaed witha - NEVER use a circular saw blade that does not carry, the HardeRade saw blade badernark Harde3ade' saw blade and Hc"PA vaaaim extraction NEVER dry sweep - Use wet Suppression Or I -VA Vacuum c. Good: (.Oust reducing draltar saw with a Hardn?&ade saw blade arty use for low to mlodw& adtlrtg) krlpatant Note ror malartum protection (b vest respinide dtstproduction). James Harde rawnends aMads u irlg'Oest'-level cut" methods where fea0e. NIOSH- apprmled ttsplraors Can be used In conjtrtaion with above ctMng practices to further reduce dust apostres AQfitoral opasn Information is available at rnrniaameshal ie.coin to help yw determine the most apprapriale cult g method for your fob requtremnErte. If. ooncern still Wsts about expmure Iavels aryou do not cartply with the atim prac&M Sou sit" akrrtys ama a quaffed industrial hygienist or oentact Janes Hardie for hatler irdamation moataw GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial Muld-Family installation requirements go to.www.JamisHardieCornmercial.corn HardiePanel' vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See genemal fastening requirements. Irregularities in framing and sheathing can minor through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerllfuning) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.00m A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will, assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap° Weather Barrier, a non-vroven non -perforated housewrapt , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5.6.7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. 00 NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie•' Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture• movement of the product in their design. These values can be found In the Technical Bulletin 8 " Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from comers.. Do not nail into corners. caulked (Not applicable to ColorPlue Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanel vertical siding must be joined on stud. water-resisti,re baffler water -resistive barrier Double stud may be required to maintain minimum edge / .2 A stud / 2 i 4 SW ply , , nailingdistances. ( t upper panel .—upper parcel Figure 1 stud :' : Do not 114, ou na 1/4• gap wet barrier ve I I Caulk Caulk barrier I` sheathing, HardiePanel Batten Joint "H" Joint ' ZAaSl ing t ' Z-IIaSNag r p O vent al aiding water-rasiolve barrier decorative r bard board keep nails (M2,, 4 stud knver 3/ e• min. panel "_ paw fromPanelJLedges plate p o Figure 4 rare aparopriate gap between Recommendation: When o paned, men caulk Installing Stara 6, pnaVide. / Caulk Joint a doge stud at panel \ \ ImoderatecontactslotapplicabletoCdorPlus' fini9 joints d avoid rellirnp keep fasteners 2' Apply caulk In aaadance with caulk through grooves. \ away from corners i mantdacarrers wrinen applicakion unstna tiorts. For additional information on HardieWr TM Weather Barer, consult James Hardie at 1-866-41-lardie or wom.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST Jams Hardle°1 prod t:t mttrin resphable ayslaft soma, which esimam to me Swat CelUom® to cause cam ens is c=werm of WiC and tM to be a cause or dancer tram some aouvp dww smrces. 8reatRrng ex ashe emtlUrns of remrable sikra dust can also cause a dsablog and poteoaally iatal Gang tJrsGue cmigo siuoos's. and has been kaked wtm omeraseasm. Simi saxes suggest smdong anaymcrease mesa rLtis. Otri(q rrctakaoon a rtandting: (1) Va k in duaoor wads Vito ample vemjilatbn, (Z use fiber cement sn ars for cuttuv or, %mere net imittle. use a Haide8lade• saw blade and dust-rodkcarg aradar saw =Wi to o HE"A vamp fn nam others Li me it medtato area: (4) wear a rxopanyfrtted, MOSHapprared dt6k mask, at respirator (e g. N-95) in amordam with applkcnple gornemmerd reguhiions and mantdacl rer ksukKtions to to w limp resplraDle sdm exposures. During cWn-up, use fEP4 vacuums or wan clean methods • n%*er dry sweep. For t rftr intorrrmi, refer to our aaWlatim mstwiaris anc Material Sal* Data Sheet araftwe W w.m. 12mesnadle.cWT or by calling 1-e0D-9HARDIE 0-e00r9424N3). FAILURE TO ADHERE TO OUR wkRMNGS. MSDS. AND WSTAL L ATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL IN,kW OR DEATH. H51236 - P113 1113 AZ >o. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Mairrafn a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 S1i0 Figure 6 Siding 1771 concrete 6' min. I buneakon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding F gutter and end cap ra—Ici siding water resistive I er deck materiel V-2' mi joist flashing ledger Do not bridge floors with HardlePanele siding. Horizontal joints should ahN;ns be created between floors (fig.10). waver- WaterResistive earriar Figure 10 Horizontal` I \ Trim_ SheathingJtaselaHardiePanel• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 36" or larger such as dryer vents should have a block of trim around point of penetration. the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. li! , I! r I 'L 11- - 2- min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a Framing roof intersects a sidewall. The root must be flashed with step Fboring flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to Install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from. dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 :'...flashing shall be a min. of 4' high and 4" wide." James Hardie recommends the kickout be angled between 1000 - 1100 to maximize water deflection GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or In very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). dig. A) Do not over -drive nail heads or drive nails at an angle. It nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, fill & add nail Figure A LL1y Figure 8 do not under drive nails IM MOTSTAPLE Figure 11 sw ry so mvo memMna xbw 0 u , noNiq Qo odps PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic'tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven.. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 M M. i CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's v4f4en instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. DO NOT daulk nail heads when using ColorPlus products. refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oll/alkyd base paint, or powder ooating on James Hardie'° Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet For application rates refer to paint manufacturers specifications: Back -rolling is recommended it the siding is sprayed. COLORPLUS°TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after -installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up thai are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie° Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 1LEM11110k to aowr&-a wqh MS EvaluaUm Report M-1844, HardiPPanet® verbal sidlro is ramprdad as a sutWe. akeanad to that specified In: the 2006.2009. & 2012InternatMal RedderOal Cade for One -and Tw4r2rtdy Ovdli gs and the 2006, 2009. d 2012I temational euYM We. HardrePane! verbal sld.-V is also recognized to apprration in Up. tobving: GY of La ArVIes Research RepM No. 24862, stri of POW I&V RAW., Da0e County, Ronda NOA Na 02-0729.02, US. Dept. of HUD Materials Release 1263c, Tens Dsoartment of insurance Produa Evatuation EC-23, City a! New Yak MEA 223.93-M, and California MKPA-019. These documents should a!so be oosrdtsd for additional Information concerning V. sultabOdy of this prodrrct to soedre apoialiars. 2013 James Hardie Building Products. WI rights reserved, o TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James HardieTeMnotogy Limited 0 Is a registered Warranties, and Warnings are available at Jame$Hardie trademark of James Hardie Technology Limited. www.jameshardie.COm HS1236 - P3/3 6/13 MIAMI•DADE NIiAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REG ULATORVANb ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A. permanent label with the manufacturer's nacre or logo, Plant City, Florida, and.the following statements: "ASTM C 1186 Type A compliant" acid "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit panels. RE,N1CWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of tlus product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thi materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA. fi 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utl-CrR, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 0313 1 S Pagi: t -• James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets l through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Sttbtnitted under NOA # 13-0311.07" . 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted antler AAA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FEC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. D3/3o1yo15 Carlos M.' Utrcra, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 1 ND WALL LENGTH Stud Spacing at 16" O.C. 7 j - Gy- B*--: Na1s at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 1 HardiePanel, Cempanel, Prevail Panel Siding water -resistive barrier per Florida Building Code Section 1404.2 59' thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 SEE DETAIL A V8" aidk 15 ply APA rated plywood sheathing in aceoadanoe with Florida Burldng Code Section 23223 Water resistive barrier per Florida Bwlding Code Section 14042 2• X 4" $-P-F Wood Studs HardiePanel, SECTION B-B Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION Hardiepanell Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DIMEN_S.IONS Width Length Thickness 4' 8,9,1V 5/16" DESIGNPRESSURE RA77NG Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed over 5/8" thick /5 Ply APA rated plywood sheathing IgRplEpp 4NEL CEMPANEPREVAILzPA IEL SIDING 1NSTArLLk0-0 WAIL_SAllir>sbllation shall be done in conformancewith this Notice of Acceptance, the manufacturer's installationrecommendations, and the applicable sections of the Florida Building Code. WoodstudswhereHardiePanel- Cempanel, Prevail Panel Siding will be installed shall be designedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsof this N. OA Note1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2327-3. APA rated plywood sheathing supporter Thesidingpanelsshagbeinstalledover51Wthick15plybyaminimumof2"X4" S-P-F wood studs spaced a maximum of 16' O.C. Note2] The siding panel fastener shall be a T long, 0.223" head diameter, 0.092" shank fasten shag and intermediatediameterostuds e fasteners shant sidingnail-, h a driven throughhtthe SM thick / 5 ply APA rated spaced at 6!'0 C. at panel plywood sheathing into wood studs located at 16" O.C. FastenersshallhaveaminimumedgedistanceofIV' and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANELr PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION fames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92.337 2" X 4" S-P-F Wood Studs Phone: 909 66-6 00 SiZE FSCA No The wall and soffit frames are to be designed Fax 909427-0634 A PNL-PLKSOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. I- Gonzales Gonzales SCALE 1= r-o" Dace. 4/242013 sKWT 1 of 12 Fastener Spacing per Florida Building Code.Section 2322.2 1PRea'7dif;."if REVEM - e eonol] mix wbb dw-Awidt 6 PM&WI Coow MODUC REVLSM as complying with the F506 d Acceptmw We la'-d ll tB1 mi Ptodoa C ub d I Fastener Spacing per Florida Building Code Section 2322.3 I I. Cladding Framing9 i Sheathing FRA_.Nf ING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH-3-1/2" 16d COMMON 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 COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 23223 CLADDING lames Hardie Building Products, Inc. THE PANEL IS FASTENED NTH 2' LONG, 0.223 HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION p Fontana, CA 92337RESISTANTSIDINGNAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Phone: 909356-6300 SIZE FSCre NO om NO Fax 909-427-0634 A PNL-PLKSOFF Creator E. Gonzales ScaLE 1" =1•-0" Date: 4/24/2013 SHEET 2 OF 12 1 i I i WALL B D-ET-0-8 The Florida WALL LENGTH Stud Spacing at 16" O.C. 11 tit uric. tgie faurida % N. No STATE CORI 3/8" Minimum Distance Nails at 6" O.C. (typ.) Sheathing fastener, as described in Note 1. Panel fastener, as described in r C— Note 2 HardiePanelO Siding Water -resistive barrier per Florida Building Code Section 14D4.2 tQ4 SEE& O-DUC_T_DESCRIP't HardlePanel®, CempaneW, & Ptevail® DETAIL A Panel Siding materials are nonasbestos 518- thick 15 plyAPA rated fiber -cement products tested in accordance with ASTM C1186 Grade II, plywood sheathing fastened Type A and meeting the requirements oftometalstudsasdescribedtheFloridaBuildingCode. in Note 1 PANEL D@MENSIOIJ-S. Water -resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" SuOding Code I Section 1404.2 DESIGN Pj ES_S_U_FtE RA_T_lNG Installation Design Pressure 41 20ga, 3-5/8" X 14%" Metal Studs -104 psi Metal Gstud rrr HaCerdiePardiePa nel, impact Resistant — Panel installed over 5/6' thick / 5 ply S.C_Tj,O_t+l APA rated plywood sheathingPrevailPanel Siding HA.1 01EP t EL CEMPANEL,PEZEVAIL PANEL,_SIDING INSJA_ ELATION D_ET-AILSAllinstallationshallbedoneinoonfonnancewiththisNoticeofAcceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel. Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4' long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3S/8" X 1-518" Metal Gstuds spaced a maximum of 16 O.C. Note 2) The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8' long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; thefastenersshallbedriventhroughthe5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. yam 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1-5/8" Metal C-stud Phone: 909356-6.30D SUE The wall and soffit frames are to be designed Fax 909-427.0634 A by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 FSCM NO DWG NO REV PNL-PLK•SOFF 1 12" =1'-0" I Date: 4242013 SHEET 3 OF 12 6.00in. f+- I 6.00in. I I I• I I II T 6.00in. MODUCT Et]tYZSID a;tYmg w the Fjoaiidn rto l' ! lr 7 gNQwM productczaea II I' I T II I I. I 6.Opin. I II• I II I• I I p7tdmpr BEVISFD e a Opo -& *. FM66 aw f5 DM DI • Br peens jF-R— INGNOMINAL 20 GAUGE 3-5/8 X 1-5/8" STEEL STUDS 15' O.C. FASTENED WITH 5/8' WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATH) 4ANOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 0.315' HEAD DIAMETER X 1-518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 6.00in. Cladding Framing Sheathing I' I.I I ' 0. 121 I.I STATE OF = • I. S/ONAL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD NOT PART OFTH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Produds, Inc. 10901 Elm Avenue Fontana, CA 92337 none: yvvo uu --- PNL-PLKSOFF Fax 909-427-0834 A Creator. E Gonzales scue 1" = 1'-0" Date: 4/242013 SH 4 OF 12 T4 WALL L at 16" O.C. as tsy B - 3X' Minimum Edge Distance LENGTH aF—TIMU Sheathing fastener, as 1— described in Note 1 E55r,Zn Nails at 16 O.C. (typ-) Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding I Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 9:4 P-R— UCT D'c.SCRIPTIOM HardiePlank,9, Cemplanik®, & Prevail® Plank I,ap Siding materials 518" thick 15 ply APA are nonasbestos fiber -cementproductstestedinaccordance withratedplywoodASTMC1186GradeIt, Type A and sheaWmg in accordance meeting the requirements of thewithFloridaBuildingCode. Florida Binding Code Sermon 2322.3 PANELJp-1MENSLMSi Water -resistive Width Length Thickness barrier per Florida ig9-1/2' 12' 5/16, Buikfing Code Section 14042 DESIGNPRESSUFZERANA 2" X 4" Sp-F Installation Design Pressure Wood Scads Wood Studs -92 psf Lap Siding Impact Resistant — Planks installed over 5/8" thick / 5 py 1-114" tall X 5/16" APA rated plywood sheathing thick starter strip HA tD1P_LA.N.K CEMPLANiC, PRE l 1I LARS_ID_ING)NS7Al-TION D fA1LS All installation shall be done in conformance with this Notice of Acceptance, the manufacturersinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemptank, Prevail Lap Siding will be installed shall be designed by anEngineerorArchitectpertheFloridaBuildingCodeandtherequirementsofthisN-OA1] 518" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordanceNote with Florida Building Code Section 2=.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/a widelapsatthetopoftheplanksuchthattheexposureareaofeachplankis58-1/4" vertically. Note 2] The siding fastener shall be a 2-1/Z long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail- The sing is fastened s 8-1/4" O.C. vertically and 1 ' 0C. horizontally, fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywoodsheathing, rs are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank - Vertical joints shall be placed over studs. supported by aTheplanksshallbeinstalledover5/8" thick 15 ply APA rated plywood sheathingminimumof2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of Mr. Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 A 1 1 PNL-PLKSOFF 12" m 1'-0" Date: 4242013 1SHEET 5 OF 12 REV Fastener Spacing per Florida Building Code Seon 2322.3 16 in. OC Cladding T - I • Framing Fastener Spacing per Florida I Sheathing Building Code Section 2322.3 0.75n as aomptyiggwilDt el ori a Bmldma Cow Aaeprimoe ltio ! -t' !/. 0 i ByKime. ade Product CaabdTs2.25jn. ER,[N INCH NOMINAL 7X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (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/&' THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING ' PLANKS.OVERLAP 1-1/4" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0223" 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 PRCwUC[ &EVk%w • I `,,1 S' No.121 STATE OF Q 0 NA FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, InG 10901 Elm Avenue Fontana, CA 92337 I j FSCM uo I Dow NO A PNL-PLK-SOFF Creator. E Gonzales ISCaU! 1" =1'-0" 1 Date: 4/242013 Is Er 6OF12 REV 1 WALL Aeaepres BGsi at 16" O.C. oar't gF3L1Sfi2 as cain'piybV web i16 Haride is i4 ySfi,Ptodmx Goat el . BF= 3/4" Minimum Edge Distance DEiAl 1 Nails at 16" O.C. (typ.) SEE PRODUCT D GC IPT_0 DETAILA HardiePlankO, CemplankO, and 5W W& / 5 ply APA Prevail® Plank Lap Siding materials rated pod ate nonasbestos fiber -cement l fastened products tested in accordance with sheathing ASTM C1186 Grade 11, Type A and to metal studs as described in Note 1 escrmeeting the requirements of the Florida Building Code. All; i'i' barrier per Florida EL K DIME NSIONS F -- Building Code Width Length Thickness Section 14042 5 9-1/2" 12' 5/161• It, DESIGN 20ga, 3-5/8" X 1-5/8" P ESSURE RATING S F `` Metal Crstud HardiePlank. Installation Design Pressure Metal Studs -92 psf mplanK Prevail C9\ r lg Lap Sidling OVALCTTDImpact Resistant— 1- 1/4' tan X 5116* Planks installed over 5/8" thick / 5 ply strip APA rated plywood sheathing HARDIFpLANK CEMPLANK PRE1/AIL LAP SIDING_ INSTALLATIOIN DETAIJ _ All installation shall be done in conformance with this Notice of Acceptance. the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Budding Code. described in Note 1 M tat stud where HardiePlank Cemplank, Prevail Lap Siding will be installed shall be designed by an Siding fastener, as described in Note 2 i HardiePlank, Cemplank, Prevail Lap Siding Water - resistive barrier per Florida Building Code Section 1404.2 5a' thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 209a, 3-W' X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. e s , Engineer or Architect per the Florida Building Code and the requirements of this N.O.A Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameterx 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 the top of the plank such that the exposure area of each plank is:5 SAX vertically. Mote 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4° long* bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8.1/4" O.C. vertically and 16" O.C. horizontally, fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga. Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". Creator. I- Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A SCALE 1/2"=1'-0" PNL- PLK-SOFF Date: 4/24/2013 1 SHEET 7 OF 12 6.00in. 6.00in. • II. I•I 0.75in r C404 yin wi& the IF7oeiids A° No I.J /-I' T I t pate rood 58.25in. FRgM11JG NOMINAL 20 GAUGE 3-S/S" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/4' THE EXPOSURE IS S 8-1/4" it THE PLANKS ARE FASTENED WITH NO. S-18, 0.315" HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Ii I l 6.00in.00 Asm Mw"wwtkrift Co4 •I Cladding Framing Sheathing GA 121 Zz o3TAIE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Produds,.Ina. 10901 Elm Avenue Fontana, CA 92337 Phone 99D9-356-6300 SCE F"No DV4NO Fax 909-427-0634 q I PNL-PLK-SOFF Creator E. Gonzales scup 1" =1'-0" Date: 424/2013 SHEET 8 OF 12 1 WALL LENGTH Stud Spacing at 16" O.C. I i WALL iEIGH i 3/8" Minimum D-ETTAl1,A ol r SEE Pg0-QUC_T—QEA9 21PI10N DETAIL A Hardie5offiti& & Cemsoffit® materials are T^ nonasbestos fiber-cemeot products tested in accordance with ASTM C1186 Grade 11. Type A l and meeting the requirements of the Florida Building Code. 2" X a" 5-P-F SOFFLT DIMENSIONS Wood Studs Width Length Thickness 4' 8' 1/4" pJ;31G_N PFZ S_S_U12,E-RA71,NG HardieSofrd, Installation Design Pressure Cemsoffit .Wood Studs -70 psf i IIIN ii OGAW4 Nails at 4" O.C. (typ. apuCf t EvLSED Distance alp cre0yog wok Ns Fhw;& to yA5 0cowd offitfastener, as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. No. 4 21 STATE OF = Q iiARDIES_O_EFTYCR(U.S_O.FF1T.p gN.F, (KST-.j.LA-TJ_O_N DETAILS All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Bulding Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 2")(4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studsO. thefastenersshallbedrivenintowoodstudslocatedat16" C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. FROWCT REVISM eat dwFbci& n«: prasm No 13-0 l L — Expirasm nA.`'A; HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION FSCM W James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL- PLK-SOFF Creator E. Gonzales Iscue 112" = 11-o" I Date: 4/24=13 ISHEET 9 OF 12 REV 4mum. wuum. Cladding Framing, 4.001Tn. moixrcr> M coao craiag r<i>tsEv - , i .OGAW, gpl m8 ab 1be i7ndQ. as wwplyaue me floeies _ Aaeprirw bC A=eponeM Me .07 No. 121 womi Paw1we Coed Ccord ? STATE OF SS1l( 0NA . a'} FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS IV O.C. FASTENED WITH 3- 1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) - ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING b THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0. 092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAIL'S 4" O.C. AT PANEL (& EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 1D901 Elm Avenue Fontana, CA 9M7. Fax 909- 427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAU 1" = T-0." Date: 4/24/2013 SHEEP 10 OF 12 WALL LENG i ' — Stud Spacing at 16" O.C. 3/8" Minimum pE-TA L,.A Nails at 6" O.C. (typ. Distance fastener, as bed in Note 1 SEE P ODU_CT DEAg811 T-L0N HardieSoffrtO & Cemsofflt® materials DETAIL A are nonasbestosttber-cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-518" X 1-5/8" A.0jDE_I-T_DJIIAENSLQN- S etas C-stud Width Length Thickness HardieSoffit, DESIGN PRESSURE RAT f}G Cemsoint Installation Design Pressure i, Metal Studs -Wrwf OGA SECTIQIJ MOD1JCTIEVIOWD PBQDUCF REVISM as earnoyiav witb me FIkXids wt` ooao wdo Fl inft ns N a6lmosc'its oer , , A,r3r t17 12 r SIV- S OF BY ae>P omracorea _ F •-• OR1B birr py„Caotrd' _ cS' ............ IARpfESOFFLT,_ CE.MSOFFIT ANELINSJA_1 TIOtyD)~fA1W —%OI All installation shall be done in conformance wcturers ith thisNoticeofAcceptanNAfrt' nufa installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.0-k The soffit shall be installed over minimum 20ga. Nominal 3-5/8" X 1-5/6" Metal C-studs spaced a maximum of 16' O.C. HardieSoffit, Cemsofft LNG 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal framing) —,the fasteners shall be spaced at 6" O.C, at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum chearance of 2" from comers. 20ga, 3- 5/8" X 1-51T Metal Gstud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E.•Gonzales. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 1/2" = v4r DWG NO REV PNL-PL" OFF 1 Date: 4/ 24/2013 1 SHEET 11 OF 12 Cladding Framing 6.00in • pjaDUCr REVISED fleibi pRODVjCT BEV1ww + l 3/1.c7 lost ' Aw IM' i fi'o'.lard gr ws FLON FSSIONP4,001 FRAMING NOMINAL 20 GAUGE 3-5/8" X 1-Se' STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/8° WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS W O.C. AT PANEL EDGES AND INTERMEDIATE o Fontana, CA 92337 STUDS PPNhone.-.3596.6300 S17E FSCM NO OWG NO REY Fax 909-42T-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SC IA Date: 4124=13 smm 12 OF 12 Florida Building Code Online Page 1 of 2 Business & Professional Regulation BCIS Home Log In I User Reglstranon Hot Topics ( Submit Surcharge Stan B Facts ; Publications FBC stag SCIS Site Map links Search dboa 41 Product Approval USER: PuDllc User Product Agoroval Menu > Product or Aool¢anon Search > AiiiiftCAjIgajjS > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12194-RS Revision 2014 Approved n Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden u Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://x%rww. fl oridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL !f i Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 RS Il ALC1S001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.adfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 RS AE ALCiS001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL,odf Created by Independent Third Party: Yes Badt .— Contact us :: 2601 Blair Smne Rmd. Tallahae<ee Fl. 32399 Phone: SSG-487.1824 The State of Florida is an AA/EEO employer, Cocrydaht 2007,2013 State of Florida.:: Privacy :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publibrecoros request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for oRKJal Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F S., please Nick here . Product Approval Accepts: iW0 L Credit, Card Safe http://www.floridabuilding.org/nr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, Fl. 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE Sr" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Eaiily Report No. Standard Year Certified Testing laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (fST5878) 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 Paoe 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 FL12194-R5 Page 2 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 TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G PpIY R. pR/; 46 No 74021 r r XZ 33 STATE OF .44/ t s • O R 1 5° N AEEC %. CERTIFICATION OF INDEPENDENCE 2017. 06.06 15: 48:16 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 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 TECHNICAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 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 Loction b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Loc lion 11 ALC15001. 2 FL12194-R5 Page 1 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. ECREEKTECHNICALSERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12.14 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psp 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. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- inch head dia. trim nail 40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 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. ALC15001.2 FL12194-R5 Page 2 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width ps() Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ps() Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch 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- 153.312inchspacedmax. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattem Wood 1-inch leg staple spaced max. 4 inch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long. x 0072 inch dia x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/164nch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 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 head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits 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 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- 343.3 16 inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 164nch 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 sec each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. lapg inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/4-inch long x 0.0724nch dia. x 23.6 16J 1 16-inch Wood crown staples in diamond pattern spaced 24-inch ndo.c Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits 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 crown 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. B0/-90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. 3/16-inch head spaced spaced 16-inch o.c. sank nilchinchailha x 0.072-inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch Crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch 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. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced B 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 rina shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 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 in. 1) m2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. ail shanknailOne ( 1) min. 1.75-inch each panel lap 16-inch o.c. 2 inch x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 1& inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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/ 164nch head spaced 4- inch o.c. ALC15001. 2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1Winch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 go. 1/4- one (1) min. 2.25- inch crown x 14nch 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 go. 'h- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 360 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch B inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. 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 go. 1 /4- between rafters with inch crown x 14nch 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 through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga. '/.- One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1- inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. 63.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75 securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each balteNrafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0' hand dia. nail with min. 14- enyaynmam.([or axl euhaltatn) or min. a.097" dla. •r-unU or atul, nnll with Mn. 519" ongagoment(for concrete or block aubatrata), al,unrl as nothl above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 77- 12F-1 & 12F-3 CHANNEL Moor], Concrete or Block Nall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n KTWM` SOFFIT STAPLE OPEN RAPIER 3/4• x 1/4•1 L DIAMOND PATTERN DETAILCROWNSTAPLESr USING A DIAMOND % 216, [r SMIi PATTERN FACIA BOARD ` f FASCIA CAP 12 F-2 3/4• X 1/4• CROWN FACIA BOARD 8. 1-3/4• TRIM NAIL STAPLE ON CENTER PAINTED S.S. T--F' 1-3/4• TRIM NAIL CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEOC NAILING FLANGE UP OR 3/4• X 1/4• DOWN CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D TAIL ALC 15001.2 FL12194-R5 2of12 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lji n ` SOFFIT STAPLE 01ST DIAMOND DETAILL PATTERN FACIA BOARD 314V arvmr' 3472 V 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP LJ3/4 X 1 /4- CROWNFACIA STAPLE -8. ON CENTER 1L—CHANNEL BOARD 1-3/4- TRIM NAIL jS.S. PscrewedtosoffitPAIDwithone(1) N8 x S.S. 4B- FASCIA CAP 1/2- x 3/8- head O.C. diameter screw, 3/4- X 1/4- 15- o.c. CROWN STAPLE SOFFff—max. 12-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 3 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 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASt1A BOARD PAINTED S.S. FASCIA CAP SOfFIt 1-4* CROWN STAPLE OPEN RAFTER FASCIA BOARD N 01 S/V I•Nd 16F-1 SOFFIT &FASCIA 16F-5 DETAIL FASCIA CAP; REFER 10 SOFFIT 6 FASCIA DETAIL f' tNANNEL SOFFII1 MAX. 16' SPAN MASONRY SDBSIRATE ALC15001.2 FL12194-R5 Page 4 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. 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/8" head dia. nail with min., 11,V engagemenLifor wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" ongagemenL(for concrete or block substrate). spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block .Wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.2 FL12194-R5 Page 5 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 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 ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail n,"T/p1r, %`, SOFFIT STAPLE OPEN RAFTER 3/4- X 1/4' I 1 DIAMOND PATTERN 1 12"Ar IDUSINGCROWNSTAPLESi A DIAMOND —J KTMMI STAPLES i PATTERN FACIA BOARD FASCIA CAP 16FA 3/4' X 1/4' CROWNjTRIMMLFACIA BOARD 8' 1r_'F* STAPLE ON CENTER 1-3/4' TRIM NAIL P CHANNEL CAN BE INSTALLED WITH THE PAINTED S.S. 48' FASCIA CAP O.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFTT— max . 16 -inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'q!' CROWN STAPLE OPEN RAFTER FASCIA BOARD, I'Ij' (ROW" STAPLES SOFFIT 8 FASCIA USING A DIAMOND 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE E_ 16F-6 DIAMOND PATTERN DETAIL / FASCIA REFER / \ 10 SOFFITIT & FASCIA f' [MANNEI DETAIN i---t-- 3,B1SOFFIT: MAX. IV SPAN w\ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER I fnn, ` SOFFIT STAPLE 01ST DIAMOND DETAILiE PATTERN FACIA BOARD I"aTvm i I 3/4' X 1/4' CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4- X 1/4- CROWN 1-34 TRIM NAIL 8. ON CENTER TE0 FACIA BOARD CHANNEL 1-3/4- TRIM NAIL pA11 S.S. PAINTED S.S. 48- FASCIA CAP O. C. 3/ 4- X 1/4- CROWN STAPLE SOFFIT - max. 16-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001. 2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA BOARD PAWTEO S.S 1.4- CROWN STAPLES fASCIA [AP USING A DIAMOND SOFFIT iPATTERN; REFER TO r4' CROWN STAPLE SOFFIT SIAPIE DIAMOND PATTERN OCT AIL I t' TRIM MAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 24F-1 & DETAIL 24F4 le!' CROWN STAPLE FASCIA [API REFER 10 \ Nominal ilh 7 DETAILSOFFIT t fA5[lA f 3/8'1BallenAnchoredtoSOFFITSMAX, 24' IF-[MANNEI Ratters rilA em d Ring Shank Nall at very Railer % WOOD SUBSIRATC \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nolity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL FASCIA BOARD PANT EO S.S. 1-' SMOOTH SHAHX I —FASCIA [AP ROOF NA0.S SOFFIT VVV 1'r• CROWN STAPLE I t' 1R l NAB. FASCIA BOARD PAO1rE0 S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 I'e!' CROWN STAPLE FASCIA [AP: REFER 10 SOFFIT 1 FASCIA OEfAR Nominal rig' SYP Dalian AntAared to SOFFIT; MAX. 2a' F-CHAHHEL Rafters with an* ld Rin; Shank flail at every Rafter WOOD SUBSTRATE ALC15001.2 FL12194-R5 Page 10 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NAIL. fA5[IA BOARD PAINTED S.S. 146A I' I -NAILS I FASCIA CAP SOFFIT VVVI ref' CROWN STAPLE 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 rat' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT & FASCIA DETAILNominalrrSTP Batten Anthored to SOFFIT; MAX. IA' F•CHANNEL Rallers Wilt one Id Rinq Shane Nan at every Railer MASONRY ALC15001.2 FL12194-R5 Page 11 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM NAIL FASCIA BOARD PAINTED SS. 1'al' CROWN FASCIA CAPSTAPLES USING A DIAMOND SOFnI PATTERN; REFER TO CANTILEVERED 1'eJ' CROWN STAPLE SOFFIT STAPLE RAFTERDIAMONDPAII(RN DEIAR. FASCIA BOARD SOFFIT & FASCIA I t' IRIII NAIL PAINTED Ss. DETAIL 24J-1 & I` I-q* CROWN STAPLE 24J-2 FASCIA CA P; REFER t0 SOFFIt L FASCIA DETAIL Nondnol 1' a 2' SYP battens scabbed between rafters and SOFFIT; MAX, 16' 1-(NAN4EI securedsme(t)70dn0 altltatnmkhralght-na°e0 M000 SUBS TRAY through the rafter in 0 the end of the batten or 1"° p) 7d ring spank nails toe•naRed an either side of the batlem at the ballenhafto Inlanft-Oon SOFFIT STAPLE DIAMOND 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 not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,A, 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 34 ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nolity 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure 8 Building Type Zone Mean HeR hotfk Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 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 40 18.3 21.5 24.9 28.6 32.5 1 -36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 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 1 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product allribules that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone n ftih Basic Wind Speed Mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 1 -23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 1 -56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 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 Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 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 ALC15001.2 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building. Type, Zone _' Mean Roof Hei ht ff Basic Wind Speed m h 120• 130, - 140 150 160 : 170,='•• y 180 190;' . 201Y Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 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 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 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 40 18.8 22.1 25.6 29.4' 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.2 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW W* PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 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. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 02ynp . 0.12V 1VO 8' BLANK: 3 / 8 PROFILE mra• u O D O D O DD D D D D D D D 0 0 O D 0 0 0 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval 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 12" T4 Soffit 31/8" 1 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" / 1/2" 1/2" / 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" o 12snP 13.75" BLANK 3/8" PROFILE Fl DOD O O O D D DDDD o. D D D D D DDDD END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 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. Florida Building Code Online Page 1 of 3 lift Business & Profmidnal Regulation BUS Moore I Log In I user Registration Hot Topic I Subrrot Surcharge I Sats B facts $ Publications I FBC Start j SCIS Site Map I Unks I Search I a Product ApprovaldbprUSER: Public User t+ Product Aooroval Menu > ProGuQ or Aoolhutlon Search > AooliuNon List > Application Detail FL if FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/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 1] IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708)496-2800 Ext200 rmetzOOI@tampabay.rr.com Robert Metz rmetzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rm etz 001 @ to m pa b a y . rr. co m Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, OE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- Approved for use outside HVH2: Yes 2015 .odf Impact Resistant- N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - S 6 Design Pressure: N/A 15.odf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf 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 manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-IS- 2015 .odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 1S.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 Hip and Ridge Cao Shingle Installation Instructions.odf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.4 Marathon 25 AR, CRC Superglass M25AR One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15,odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 IS .ad Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 R9 II Roofing- Prod ucts-Leading- Edge- Plus Aoolication-EN(1l.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 lI IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Nett Contact lls :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: BSO-497.1824 The State of Flonda Is an AA/EC-0 employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have One. The emails provided may be used for official communication with the licensee. however email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dock DML• Product Approval Accepts: M 0 Credit Card Safe http://v&fww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 O ppNw_Yjr CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12_3HRTri-2013-08 reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM 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. In the event the instructions conflict, these instructions shall govern. Statement of Independence: 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: 0 . ,f' C Signed: Brad Grzybo ski Duc T.Mduyen Managing Director Florida REgls ere Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application -Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PRI Construction Malenals Technologies, LLC. 6412 Badger Onve Tampa, FL 33610 Tel. 813.621.SM Fax. 813.621.5840 email. mmerialstesfing@p6cmi.00m WebSite: MtpJ&ww.pdOm1.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) 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 to 2014 FBC. 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, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES Ma* Mir SEAUNG STRIP ---• . _- iI & tff ur NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction MatenalsTedmologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel. 813.621.5777 fax: 813-621.5840 e-mail: matenalstesting&i=Lcom WebSite: htlpJ/www.pdcmLoom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) 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 to 2014 FBC. 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 underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8°. 6 31 NAILING - STEEP SLOPES APPLICATION Use sox nails as shown NAIL LINE PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PRI Contortion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel. 813.0-SM Fax. 813-621.5840 e-mail: materialstesting@pricmLoom WebSite: http:1Mww.priant.o0m IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO 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 on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, 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 up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. 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 TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. f1. OWN TAPM CUT PR Construction Materials Tedmobgies, U.C. 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621.5777 fax: 813.621.5840 e-mail: matMalste56n9@ iant.aom WebSile: httpJMAww.pricml.00m IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131 /4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 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 by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners 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 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from 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 adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 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. PRI Construction Matenals Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel, 813-621.5M Fax: 813-621.5840 e-mail: materialsteshng@pncmLcom WebSite: http:1hvww.pricmt.com Florida Building Code Online Page 1 of 2 WWI.= ProgWation SCIS More I Log In I user Regtstrahon I Hot Top.cs ( submit surcharge I scats 11 Facts I Publications I FBC start I SOS site Map I links I search 1 rlOfiO V I ;:' Product Approval IUSER: Public User Prpoutt Approval Menu > ProEutt or Aool catlon Sean'h > Application list > Application Detail FL # FL2346-RS Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived C3 Product Manufacturer Warrior Roofing Manufacturing Address/ Phone/Email 30SO Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRooring. net Authorized Signature Steven Crew Steven@WarriorP. 00fing.net Technical Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing. net Quality Assurance Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) SS3-1734 Ext 1024 Steven@WarriorRoofing. net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By R I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http:// www.floridabuil ding.org/pr/pr_app_dtl.aspx?param=wGEVXQvA,tDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option B 02/13/2015 02/13/2015 02/19/201S FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVH2: Yes FL2346 RS II Installationinstructions.odf Approved for use outside HVH2: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 RS TR 1SA Test Reoort.odf Other: Primary roof covering should be installed FL2346 RS TR 30A Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVH2: No FL2346 RS II Installationlnstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 RS TR 15w Test Reoort.odf Other: Primary roof covering should be installed FL2346 RS TR 30w Test Reoort.odf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Ncrt Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850.487.1824 The State of Florida is an ANEEO employer. Coovnoht 2007.2011 State of Florida..: Privacy Statement :. Aceesslnlllry Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pubhc•records reques4 do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS; F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. hlowever !mall addresses are public record. If you do root wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . ' Product Approval Accepts: Credit Card Safe http://vAw"f. floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 M WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (20S) 553.1734 • FAX (205) 5534755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (710) 207-0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (117) 7094)027 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, from edge to edge. Overhang is not required. Anchor the top corner 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 two inches as you move up the valley. .tdps ue protec water . . shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. f CITY OF SANFORD , 13UILDING 6 FIRE PREVENTION a t r PERMIT APPLICATION , r SUf1.0.nCG (nOdeJ iF Application No: 17•a%8.3 Documented Construction value. S iyyy— Ilistorlc District: YWIC)No JobAddress: •'sQ7'r ' 11it — mmeralla Raklcatlal. Co parcel ID: y Type of Work: New Ia Addilloa Altcraliaa Repair Demo CAaoQe of Ux Move Description of Work: Tillc: plan Review Contact Person: Phone• Fax: Email: pmporty Owner Information Phone: Name deat of property? Street: Rgsl Contractor Information Name —T- L-• dsr>; r.tafr phone: El j XILQ: j lo3 tta n a 1 _..- d, J 'Fat: Street: (Q Fr r arv S JL B City, Snte Zips Gi c 4 f • State Llecnx No.:— ArchltectlEngineor Information Phone: Name: Fat: Street: moik City, St. Up: tondin Q om C_ Mortgaget. eoder. Ipay: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMfNCEM[M' MAY RESULT IN YOUR PAYING TWICE PORIMROVEMNTSTOYOURPROPERTY- A NOTICE OF RECORDED A 'D rOSfEpFON THEE JOBSfl'E BEFORE THE BE IRST INSPECTION. I/ YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR I.ENDF.R OR AN ATTORNEY OEFORE RECORDING YOUR Nor— OF COMMENCEMENT. _ A10-60n Is hen:by male m ohuia a p—it m do ale voh ad iasullai I mmrst aatldelde of tdMl h n:pdain 00-wabn eommeaeal Prior mtheiuttttaeoi• patmk eM that ell .Wk r.ttI be p.W—d ba d tik. peek, U this juridwisa. 1 sederwod that • repenle P..H .. oe tecO ed for atectrleel .0!4 phnt L iP>` _ - feeneeee,Iwlkn, heelers, unlu,nd elrmldl/knere. ate. FaC IOU Sba M IeIeAW eke 1M Oale of saptketke eee ne rese k emel at el t at bm Y t ekke lltlel nerYe aeldk{ Cese Rem Also aeeme liw M,) Ol3 Isable w dia f penY do m y ba of Uiu Pcmn• there nrY be Wdeml entdcrif op eatitin wA u vaa In rddkien to W Mv'emum urre ttuY be WdilaW 9rrmbs naluited aaer aAu I mem•1 buM in mdlulnas s.u1aaW' atencies. . nwW^e of the PrV^ry of W Munemena of i1mWa Lien t—. f5Y11 Aceeylatas of pnmh is venlicuian We l cnll-utY at owrr ordr aeecatee centers ° eWreaO em of r plr^ n:vr r fn n the dme of yura subanad. A eoP% r dr ume of wbm od. W ..ill be rantiderM W esamaed mnettuGid^ vrlue of W 1 e a kard, rTTeCn1' of yafmd eequien PrYm mr W perme in otda r nlcylm • Olan tenn ebuV Oued an W msewa lCC vardrtt Trbk m dfees u W M road a^n^eio^ "d1Y1' .. Tba mart muwcdd^ vrbr +dt be'awed anreW noaad on tla eraud mart crud .. romtd•-^" ,mm loc.l eeN..... slraWdonnkWusdbissued. credit rnil a rpybed to Yaw Pam¢ tees wAa dr Iw"d lau'S AFFIDAVIT' I certify that all of the ia leseen Ce and that all work will h all applicable latsea,ana. wro.r/Nr•. Nar t /1 C+tJ.. 0. Ora GG11.01 s,a..w.naw•ttt.w ' ' aeNsOtSo0e112011 agroe d.u...w:••-• CmtraaadAKm is IyK ar to hle is Pasatdly Knarn to Me or - • pmdueed fDtmt _ T produced ID y_ TYPE RELOW IS FOR OFFICE USF ON'LYY O Mcichaniul Plumbing0 0430 Root Permits Required: Building E17iul Fl od Ube: Oceupaacy Use: -------- ConstrgcdonType:— -----— oofStoria: — Min. occupancy Load: TAlal Sq Ft of Bldg:— . Ylumb bQ_ N of F'tstures New Construetjoa: Electric •Mot Amps M Heeds Fire Alarm Permit:' Yes No oCFireSprinklerPermit! Ycso No — UTILtfIFS: W AS1E W ATER: APPROVALS: ZONING: BUILDMG.--- ENGML•ERMG: FIRE: COMMENTS: r,eu.40— 1 stanIISRII CONTRACT LECTRIC AGREEMENT a. • 106 NAA1H: v1 DATE• 6R1=7 d PROPERTY oWNRR OR 1OS AQ&T. OOpR Q: U2CIRICAL CONTRACT RBVISEIS PARK SQUARB 110MRS t1S: LBVEL 1— WT17i CFL BULBS iZ: OASh'LBCRUC AOOZL9' : $200 VMFlAND RD 21AEm ORL NDO C ORLANDO I uAA FL QW SANFORD Mm FL VIMONAM PRESERVE PLAN SERVICE SIZE SQfT NCSYSTEM PRICE SERRu10 IOOA 2410 IOIW NEAT I.W. EM 56,75E.00 S•TONACUW,SCA SOAAEITIO 200A 207E NWNE,1TUW SW SS,465.00 4-TON AC 24W. AM SPRUCE 200A nZ E+wmf uwsa 7,26Tm Eft AC 2W404 wNOANa 200A 1730 SAW NEAT 24W. SSA SspElm S•TONK2.OV,304 TELLUNK 200A 2637 UMWNEAT240V,EM S6.603m S-MMACUW,SOA TIUKCA 200A 12" NW NEAT 240.. SM SSAM-00 MNACUW..OA TuscANT taa 2716 101W NGT 2AOV, f011 S6A1D.00 S.TONAC2MV.WA WK20N0 200A I411 HwNEAT21W, M SS,110m TONAC2AW..OA WEWNGTON IOOA 075 QIT 2) SUN NEAT I*ft SSA 7,E7.00 OTT 212•EEW AC uOV, SM ICONTRACTORXWNER: DATE: EDMONST ELECTRIC: DATE: Z 103. SkIPplf • Tampa, f 3 • PNone.01131910.31 •• Fu.(E131910E5.6 • wiW.fAmonsonFlect r ttom ' NAs.uw AnNNr or CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 `7 — 2,9K 3 rt rM prw4ocumented Construction Value: $ j` D• G Job Address: -J 1 ( mx,1 1 Historic District: Yes No.P Parcel ID: ResidendalgpCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move v Description of Work: Plumbing new residential construction v I Plan Review Contact Person: 5 (— Phone: 407-323-7515 Fax: 407-323 Email: Title: info@api-orlan o.com Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Advantage Plumbing, Inc. Contractor Information 407-323-7515NamePhone: ox Street: Fax: 407-323-8954 Sanford, FL 32772 - City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Informatic Phon Fax: E-ms Mortgage h 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 CON LMENCEMENT. 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 effeet as of that date: 541 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwnedAgent Date SipatureofContractodAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida ' Date Owner/Agent is _X_ Personally Known to Me or Produced ID Type of ID A Thomas Smith Print Cant ctor/Agent's Name ] SiVL5sdm o 'otary-State of Florida Date to Meredith L WartuclwSmdh NOTARY PUBLIC STATE OF FLORIDA CornrrO GG136N9 E to 1Rxpirs 8121IJy021 Contractor/Agent is ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Advantage Plumbing, Inc. Page No.1 Pro osal of 1 Page(s) Submitted To: Phone: Date: 5-25-17 Name: Park Square Homes Job Name: Sundance; Wyndham Preserve; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for., 3 Water Closets, Sterling per spec, elongated. 5 Lavatories; I Sterling Pedestal; 4 owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 1 Shower with vinyl pan. 1 Laundry box with pan and drain. 1 Ice maker box. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen valves per spec. Bid less costs of all sinks and faucets. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Four thousand five hundred ten dollars $4,510.00 with payment to be made as follows: 30% upon completion of rough in: 30% upon completion of tub seta 40% upon completion 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 ACCEPTANCE OF PROPOSAL 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. ACCEPTED: Signature Date PO BOX 1117 • SANFORD, FL 32772 • P (407) 323-7515 - F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t!] - Documented Construction Value: $ 6398 Job Address: 3959 Saltmarsh Loop Historic District: Yes No Parcel ID: P#17-2883 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.0 ton HVAC with duct work (4 bath fans and dryer vent) Plan Review Contact Person: Adlyn Rodriguez Title: Permitting Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating Phone: 407-975-2762 Street: 7225 Sandscove Ct Fax: City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plats 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 fore oing information is accurate and that all work will be done its compliance with all applicable laws regulati g shnstructipn and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 12/28/2017 of Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Netary Publle - State of Florida Commlaalon N FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A et t Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No It of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 1 Revision 19 re City of Sanford Response to Comments FEB 2 0 2018Building & Fire Prevention Division d . t 4 14 Ph: 407.688.5150 Fax: 407.688.5152 BY: Email: building@sanfordfl.gov Permit # 17-2883 Submittal Date 2/19/18 Project Address: 3959 Saltmarsh Loop (Wyndham Preserve lot 180) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Changes as specified on Monta Consulting Letter attached ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building 3 I • i Monta Consulting & Design of WMR and Associates, LLC North Pointe II Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate of Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve — Lot 180 (1730, Elev. B) Date: 02/08/18 Plan Revision: Clear story framing detail. ISSUE: Clear story framing detail not completed per plan. RESPONSE: Added repair detail for clear story at stair area. All changes have been clouded and labeled with a delta 2. Sheet(s) revised: SC & S513 Rdvision EX Response to Comments O Permit # 17-2883 necEIVE 6 MAR 2 6 2018 City of Sanford Buil ng & Fire Prevention Division BY' tf : 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 3/26/18 Project address: 3959 Saltmarsh Loop (Wyndham Preserve lot 180) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Revised Plumbing Riser ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building SCr 4-L` - (9 RECORD Copy Aga 0. Si Ti* COPY IJA W.11 L", -,C Av REVISION 17 - 7- 8 8 5 L&# 110 z - ReAsion Response to Comments O 1.9., t- r, b Permit # 1q - a149g3 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov J Submittal Date :V D1 --2' Project Address: 59 ;l Sal1'7 UM h LQOtiO Contact: Tan i a Qi C Levi Ph: L)- - a'' 3 3 v Fax: Email:' IC.k.'GI'1 01 tQCiX 50 nO Me$. c ry Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ft& fa &-A l a, *ik-C t UA(. Stbvu c xAeV%hr LAJ.41 Rrutw Qavtsed ol ei l s cwd SV5 - h addl(4SS =e W CCXdg1) tV,-T. ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering - Fire Prevention 0 Building a-g- S•al - tb