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Home My WebLink About3866 Saltmarsh Lp 18-1235; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: April 30, 2018 BUILDING APPLICATION #: 18-10000406 BUILDING PERMIT NUMBER: 18-10000406 UNIT ADDRESS: SALTMARSH LOOP 3866 17-20-31-502-0000-0270 J 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 ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL, NOTES: 3866 SALTMARSH LOOP / WYNDHAM PRESERVESFRJ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A QO AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRERESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PHAIT. 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 DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE 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 BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. t THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE f- liil## ii#II i#iII Ilia# li### ii##i #lil liil Wr NALOYy SENINOLE COUNTY CLERK OF CIRCUIT COURT & CONPTROLLER BK 9120 Pq 14-59 (IPos) CLERK'S 2018047802 RECORDED 05/02/2018 02--31-1-59 FTJ RECORDING FEES $10.00 RECORDED BY je,:J<:=nro THIS INSTRUMENT PREPARED BY: Name: Tania Pickering Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 Permit Number: 18-1235 Parcel ID Number: 17-20-31-592-0000-0270 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 27 Wyndham Preserve Plat Book 81 / Pages 93-102 3866 Saltmarsh Loop, Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name, Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOM Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: 8. In addition, Owner designates 51 to receive a copy of the Lienor's Notice as provided in Section 713.13(1 Xb), 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 QWNF—R ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Vishaal Gupta, Executive Vice President Signituffi of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/Drector/PaFtner/Manager) I— I t State of M-A 0 County of The foregoing instrument was acknowledged before me this I day of by tsv) 0-QA EmAdn Who is personally known to me OR Name of person making statilinent who has produced identification 0 type of identification produced: 771 Notary Signature CL[,Ric, ...... ANN)(" 7`', Dee—, v: mn aI . CON i a -,a 11 x1m: I aEl Permit ff I '- 19 - , 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 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence PERMIT, Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max 4" mmeN al11-M Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 7 ! HAN4C A,PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 z v CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: XDtoIbi - Documented Construction Value: S 1tt1_592:0U— 14qq z2& Job Address: 3866 Saltmarsh Loop, Sanford 32773 Lot 27) Historic District: Yes [I NoEl Parcel ID: 17-20-31-502-0000-0270 Residential R CommercialF] Type of Work: New Z Addition El AlterationEl Repair R Demo 0 Change of UseD Move R Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407- 529-3135 Fax: Email: mr)arkison(a-)parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment 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 of Owner/Agent Date Vishaal Gupta Print OwnerlA , 4Anre8enrt"" L Si n.tur of.'o'. -StSt, Si8natur ofNotan, ate of Florida Date MICHELLE PARKISON State 0NotaryPublic - State of Floridaia Cornrnissi:on Af GG 157861 S rv Owner/Agent s% i )vt r Y VILJMO'nal otary Assn, Produced ID 0 Signature ofContractor/Agent Date Vishaal Gupta_ Print Contractor/ _e'nt's Name Signatu rt of Notary -State of Florida Date MICHELLE PARK Notary Public- State Of Fluddl COMMISSion # GG 157861 My CO'Pnl. Expires Nov 5, 2021 Contractor/ A i6*frto e or Produced ID Type of ID 17- 1 Permits Required: Building R Electrical[-'O' Mechanical " Plumbing® Gas RoofFJ t 'I Construction Type: V Occupancy Use: Flood Zone: LL- A,- 74c"tP Total Sq Ft of Bldg: Min. Occupancy Load: /0 # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] Nor-"" #of Heads Wr\ APPROVALS: ZONING. :C':F/,02, UTILITIES: 11 1 I I ENGINEERING: v'A C IFIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. "/* `ir-p Fire Alarm Permit: YesE] NoR WASTE WATER: BUILDING:- 5;r Revised June 30, 2015 Permit Application MAN 0 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 126,502.00 Job Address: 3866 Saltmarsh Loop, Sanford 32773 (Lot 27) Historic District: Yes [I NoEl Parcel ID: 17-20-31-502-0000-0270 Residential [A CommercialEl Type of Work: New 0 AdditionEl Alteration 1:1 RepairEl DemoEl Change of UseEl MoveEl Description of Work: Construction of new sin le family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 — Fax: Email: mparkison( a-)r)arksauarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Name Park Square Homes/ Vishaal Gupta Street. t. 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : 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: Ena./ PO Box 530783, Qgbary FL 32753 Fax: City, St, Zip: 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. 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, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application K! 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 pen -nit 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. 7. fa Signature ofOwner/Agent Date Vishaal Gupta Print Owner/AgenZIne A-) V Signatur( of Notary -State of Florida Date Wyp 'KMICHELLEPAR:KISON 10NotaryPublic - State of Florida i Commission # GG 157861 M C Owner/Agent S r r atio olary Am, Produced ID -*7VV.-UWff I 01 Signature of Contractor/Agent Date Vishaal Gupta _ Print Contractor/A/gent's Name h, 10 Signaturt of Ni Date MICHELLE pARKISON Notary Public - Stale of Florida Commission # GG 157861 My Comm- Expires NOV 5, 2021 Contractor/A nded 1h iftmo e or Produced ID Type of 11) Permits Required: Building [I ElectricalF] Mechanical n Plumbing[] Gas F] Roof [] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes [I NoE] #of Heads APPROVALS: ZONING: ENGINEERING: Flood Zone: of Stories: Plumbing - ft of Fixtures Fire Alarm Permit: Yes [] No F] UTILITIES: & 3-6-19 WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management 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: mparkisonPparksquarehomes.com Property Address: 3866 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0270 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: W New structure F-1 Existing Structure (pre-2007 FIRM adoption) F-1 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) 111 1 M N Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 1202940090F Map Date: Sept- 28, 2007 The referenced Flood Insurance Rate Map indicates the following: E] The parcel is in the: Fj floodplain El floodway E] A portion of the parcel is in the: 0 floodplain El floodway 01 The parcel is not in the: Wfloodplain Ofloodway El The structure is in the: Elfloodplain Ofloodway El The structure is not in the: F-] floodplain 0 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1235 Reviewed by: Michael Cash, CFM Date: March 19, 2018 p i 1 0 1 1% 1877 fordfi.gov Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping in Right -of -Way 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 Know. whays below. size and location of the existing right—of-way and use shall be provided or application could be delayed. call before you dig. 1. Project Location/Address: 2. Proposed Activity: FX_1 Driveway E]Walkway 1-1 Other: 1 Schedule of Work, Start Date Completion Date El Emergency Repairs 4. Brief Description of Work: Construction of new driveway for new single family residence This application is submitted by: Property owner. Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email: mparkison@pafksquarehomes.com Date: 18 Maintenance Responsibilities/indemnification The Requester, 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requester's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims. penalties. demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: This permit 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 Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 ROVV Use Dnveway,pdf Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: • -7. /a I hereby name and appoint: an agent of: David Mercer Park Sauare 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): 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: I& License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: 04 STATE OF FLORIDA COUNTY OF Orange The foregoing instrurnent was acknowledged before me this -1 day of D-y>_ro., 200'j_L,, by Vishaal Gupta who is Xpersonally known to me or o who has produced as identification and who did (did not) take an oath. Notary Sea]) I % MICHEULEE PARKI ON 61% -0 go-wal, dbCOHNSONNotary P e Ste' Florida O' T' oo C 1 5 86 U"' C C m # G M M _ ' NovN o, 2021 YCommExpiresNotary Public - State of Florida Commission # GG 1578611 yComm Expires Nov 5, 2021 c"" Y NalNjicNedjtifo,,Kp Nattona; Notary Assr Rev, 08.12) Sign4anre Print or type name Notary Public - State of Commission No. v:>-1 ('C" My Commission Expires: Ik k '5 k ST TE[]FF[[}RV` . EPART?ENT'`LlS|NES\[]P{F S 1C]J^E(UiAT10 N 15, CONSTRUCTION /N[}USTRYUCENSING BOAFR[] 2601 ELAIR STONE ROL,D P V|SHAALS PAR KS[}UAREHOKJES 52OOV|NELANDROAD SU|TE2OO ORLANOO FL32811 C rat|ab ! with this license you become one ofteneaMy one miMon Floridians licensed ccy tt e Ceoaar mert of Business and from architems A yach: broke, from. owes to bateque restaurants, and they keep Florida's economy strorg. Ever/ day wework toimprove Unewaywedobuaineoainorder to aemeyou better. Forinfonnabon about our services, p|ease og on vwxwvmyfohda|icense.00m Thee you car, tind more inTcrmaUonabout our divisionsandthaegu|e{ionst1hetxmpac you, subschbeto department newsAtters and |eam mona ebou1 the Depalnentsinitiatives. Florida, Our mission at the [Department is: License Efficiently, Regulate Fairly. We constantly Me to serie you tefter so that you can serje youi customers. Thank ycu tr doing business in and congratulatiors on your new license! . STATE OF FLORIMA CERTIFIED RPR ME: 47 850)487'1 395 ETACH,HERE--' -- ---'--- '-----'--- — R| CKSCDTTGOVERNOR C C1zzOno1 | KEN LAYV3ON.SECRETARY STATE DFFLORIDA DEPARTMENT OFBUS|~ESSAND PROFESSIONAL REGULATION CONST9UCT\ORINDUSTRY LICENSING BOARD he RESIDENTIAL CDNTRACTDR N ed be/ow |BCERT\ F\EO AMteprovOonsofChopAr48QFS Expiration date: AUG31. 201- 8 - EPP F e t9 RTE EMM,`DOfYYYY) CERTIFICATE OF LIABILITY INSURANCE 6/1,/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Julie FwackNAM Brown S Brown of Florida, Inc. PHONE (407} 66f}_82B2 !FAX [4G7)5oG-201<" 2290 Lucien Way A DRESS, 7k'aack+?bborlando.com Suite 400 INSURERS AFFORDING COVERAGE NAIC # Maitland FL 32751 INSURERA:UP_ited S eeialt Insurance Co. INSURED INSURERB.Travelers Casualt Co. i 41769 Park Square Enterprises, LLC, DBA: Park Square Homes -INSURER C:Amerisure Mutual Insurance Co 123396 5200 Vineland Road, Suite 200 INSURER DNayigatOrS Specialty Insurance Orlando FL 32811 1INSURER F: I rnifc®Arcs (-CPTIPI( ATF KI1IMP F:P-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. INSR TYPE OF INSURANCE ANqnDDL 5U n POLICY NUMBERLT MM/DD/YYYY MMICYEFF DDNYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A OCC D°ARMEtiAtJ SC Ga oo arrence' — S 310,000 I iAT'II'LATL17104106/1/2017 6/1/2018 MEDEXP Any oneoerson) S Excluded PERSONAL & . YDV INJURv 1 S 1,000,000 GFN' L PEG til-APP ES PER: vE IEPAi A.G RG `` S 2,000,000 1 PRO- POLICYL_i - OG pROGUCTS-C.MR7vP AGO S 2,000,000 L , E ,T I BI / PD adn/or Persona( & Ad S I OTHER : COMBINED SINGLE LIMIT S 1 000, 000 AUTOMOBILE LIABILITY ( fcaaccidentBODILYINJURY (Per person) $ L ANY AUTO B ALLON/NED SCHEDULED3A_ BB637451-17-6EL 6/1/2017 6/1/2018 BDDILY N.IURY(Per accident) S AUTOS AUTOS N^N- GWNED TY R- P RDAMAGE TgHIREDAUTOS AUTOS I rPerac de n(L I I S PIP Basic 10, 000 UMBRELLA LIAB'.. E CCCUR ( EACH OCCURRENCE S 5,000,000 A X EXCESS LIAR CLAIMS-MA,' EI j BTN1743932 AGCRE.G 'i'E $ 5 , 000,000 n la TL.NTON1 0 j 6/1/2017 6/1/2018 ( S WORKERS COMPENSATION I STATUTE 07H AND EMPLOYERS' LIABILITY Y N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT S 1 , 000, 000 MandatoryOFFICER)Min ER EXCLUDED? N A WC2105269 C (Mandatory In NH) 6/1/ 20176/1/2018 E.L. DISEASE - EA EMPLOYEE $ 11000,000 If yes, describe under DESCRIPTION OF OPERATIONS below I EL DISEASE - POLICY L MI' S 1 , 000, 000 A (Excas. Liability ( BUN1710005 i j 6/ 1/2017 6/1/ 2018 Each Occurrence 4,000,000 1$4M xs of $51A I , Aggregate 4,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS f VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Exess Liability - $5M XS of $9M Carrier: Navigators Specialty Insurance Company Policy #: IS17EXC8106411C Effective: 6/1/2017 to 6/l/ 2018 Limits: Each Occurence or Event - $5,000, 000 UtK I IHIUA I t MULUtK r City of Sanford P.O. Box 1788 Sanford, FL 32772- 1788 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE V I ZOZ5-ZU 14 Ai,UMLJ I,.VPCi Viv-tivty. t1iyi icaavou. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 r c,doal Additionai Named Insureds Other Named Insureds EasC Rea 8ug ad r'op_Ten_ .LC _>n_zad Lwabw _ Ccmra y, Ads___ ..u_ Park SquareU__ ,ic, _-,C nark Square _nte _rises, Tnc. ark SC are .."..`.riles mir.. L_ab> s_v 'Named Coroaration, Additional Dtamed lns,, . ed Dcing 3,,si^.ess As I OFAPPINF (02I200T COPYRIGHT 2007, AMS SERVICES INC W E ORDCOPy FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION7 Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 027 Milan A RHG - NE Builder Name: 71 Street: an or 40 4City, State, Zip: Sanford , I'L , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2, 1 . New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulatiori"—A—rea 2. Single family or multiple family Single-family a. Concrete Block - Im Insul, Exterior R=4.1 1334.70 ft2 3Number of units, if multiple family 1 ft2 10. Ceiling Types (1349.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 '1349.00 W, 6. Conditioned floor area above grade (ft2) 1349 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 2698 Area Weighted Average Overhang Depth: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. FloorTypes (1349.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=OO 1349.00 f12 b. Conservation features Glass/ Floor Area: 0.136 Total Proposed Modified Loads: 45.17 PASS Total Baseline Loads: 47.11 1 hereby certify that the plans and specifications covered by Review of the plans and V114E ST4 0, this calculation are in compliance with the Florida Energy specifications covered by this N' Code. Digitally signed by Michael Michael ConwayConway calculation indicates compliance Florida Energy Code, V with the 0 PREPARED BY: — ----- Before construction is completed compliance with Section 553.908 I hereby certify that this buildinga ned, is in compliance Florida Statutes. OWNER/ AGEN BUILDING OFFICIAL: DATE: DATE: Compliance requires certification bythe air handier unit manufacturer that the air handier enclosure qualifies as certified factory - sealed inaccordance with R4O3.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage nogreater than 7.VOACM5O(R402.4.1.2). Compliance with aproposed duct leakage Qnrequires uDuct Leakage Test Report confirming duct leakage ,00utdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 2/27m0181:38Pm sonrgrsaeeguSx F|aRosounSection n400. 4.1Compliant Software Page of 4 FCOTIITAII[601070 4 PROJECT Title: Lot 027 Milan A RHG - NE Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1349 Lot 4 27 Owner Name: Park Square Homes Total Stories: 1 Block/Subdivision: WYNDHAM PRESERV If of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 45 Street: 3866 Saltmarsh Loop Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FLORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1349 12545,7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1349 125453 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 143 ft 0 1349 ft2 0.29 0 0.71 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1509 ft2 0 f12 Dark 0.9 N 0.9 No 0 26.6 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1349 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 2/27/2018 1:38 PM EnergyGaugeg USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FC)RIVI R4n5-?n17 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt ___To____.___WaII_Type ---- -----------Space-- R=_Va1lue ___Ft In --------- Ft__ An Area..------Rt.Value---F-ractiAan Absor- 3rade%___ 1 N=>NE Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 f12 0 0 0.8 0 2 E=>SE Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S=>SW Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 W=>NW Exterior Concrete Block - Int Insul Main 4,1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 N Garage Frame - Wood Main 11 32 0 9 4 298.7 ft2 0 0.25 0.8 0 DOORS V Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N=>NE Insulated Main None 4 3 8 24 ft2 2 ->N Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 45 degrees). Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n=>NE 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 It' 4 ft 8 in 5 ft 8 in Drapes/blinds None 2 E=>SE 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 E=>SE 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 s=>SW 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S=>SW 3 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 ft 4 in 1 ft 4 in None None 6 W=>NW 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 W=>NW 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 391 ft2 391 ft2 48 ft 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1463.7 80.35 151.12 302 7 HEATING SYSTEM V System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 2/27/2018 1:38 PM EnergyGauge(g, USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtulhr 858 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 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ____ Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 269.8 ft Main 67.45 ft Prop. Leak Free Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingj j Jan j Feb j j Mar jj j Apr (j May Jun Jul Au Xj Se j OctNovDec Heatin(Xj Jan f X Feb Xj Mar j Apppr j j May X Jun JuI X Au4Xj Sep j Oct Nov DecHVentin [ Jan l[ Feb Xj MarA r (j Ma Jun Jul Aug J Se X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/27,12018 1:38 PM EnergyGaugeff USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3866 Saltmarsh Loop Permit Number: I Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 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 Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. 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 R402.4.1.1, 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 not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the lest 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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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, 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with ILL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101 /l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 2/27112018 1:38 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement, The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 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 L/s) when tested in accordance with ASTM E283 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1 051F (41 C) or below 55°F (I 31C) shall be insulated to a minimum of R-3, R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1 .1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2, Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/27/2018 1:38 PM EnergyGaugeg USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 R403.5.5 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 3 112 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1 .1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 601C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 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 including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlsipaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY aAIRFLOW CFM/WATT) RATE MAXIMUry CFM) Range hoods Any 2.8 cfm/wall Any In -line fan Any 2.8 cfm/wah Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: I cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/27/2018 1:38 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 R403.7.1.1 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 403.7, 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. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 CFV 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 temperatures 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 multiple -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 multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 . R403.7.1.2.3 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 R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice 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 50°F (1 O'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4,8'C). R403.1 0 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems, 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 2/27/2018 1:38 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 2/27/2018 1:38 PM EnergyGaugeG USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 1106TIONTA WE roll fffiffi ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = AA The lower the EnergypedonnunoeIndex, the more efficient the home. 1. New construction o,existing u. Single family o'multiple family 1 Number munits, nmultiple family 4. Number wBedrooms 5. mthis aworst case? a. Conditioned floor area Vp> 7, Windows— Description o°scnpxon a. u-Factorom.u= o.sn S*oC: Sxac=0.22 b. u'paomc om.u~ a.so S*oc: sHGC~n.zo c u-Factor: obl,u~ 0.54 sHSC: SHaC~n.eo d. u'paoto,: mm sHGC: Area Weighted Average Overhang Depth Area Weighted Average sHsn: a. Floor Types a.o| ab-on-orauaEdge Insulation u.mm o.mm 3866 Saltmarsh Loop, Sanford, FL, New ( From Plans) 9. Wall Types ooncm emc'' |m|nsu| ExteriorExteriorSingle-familySingle- family' b. Frame Wood, Adjacento.we o u.m/x m c onoType No a.Under Attic (Vomau 134e b N/A Area v. wm 11 oums m ooxp a.Sup: Attic, net: Main, xx:Main 64.00 ft2 1uCooling systems w.nnu" a Central Unit IF 3.33mft. 0,233 Insulation Area n= n. o 1349. 00/p n~ np n= x" 13.nmnng system a. Electric Heat Pump 14. Hot water systems u. Electric b.00nsomation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Oth*nmioe, a new EPL Display Card will be completed based oninstalled Codecompliapl 7s. Builder Signature: Date: la Address of New Home: City/ FL Zip: nsvlaoon Area n~4.1 1334.70x2 n=11. 0 298a/ u' n~ o' F= ft2 Insulation Area eun.o 1349. 00 ft- n= w np n o` xBmmr Efficiency xamm, Efficiency uza oSPFm. 00 Cap, oogallons EPoo Note: This isnot aBuilding Energy Rating. Uyour Index | obelow 70.your home may qualify for energy efficient mortgage (EEM)incentives ifyou obtain aFlorida EnergyGaugeRating. Email EnergyGaug*tech support ak techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Coda, 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. 2/27/201e1:38Ps snorgyGuugeguaA F|aRvxuo,r smmonR4us.4.` Compliant Software Page of wrightsoft' Project Summary Entire House One Stop Cooling and Heating For: Park Square Homes 3866 Saltmarsh Loop, Sanford, FL Job: Lot 027Milan An*o'we Date: 02m7/208 By. LF/Rl/MC Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Dutsidodb 42 F Uutsidedb 92 F nddudb 68 IF Inside do 74 IF DeaignTD 26 IF Da i n TD 18 IF Da ly range M Re ative humidity 50 4c istumdiMomnoe 48 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18208 Btnh Structure 13981 Bhh Ducts 1598 Btuh Ducts 3312 Btuh Central vent (Orhn) 0 BNh Central vent (Ocfm) O 0uh none) none) Humidification O Btuh Blower U 0uh piping O Btuh Equipment load 17806 Btoh Use manufacturer's data n muh ier O 7 Infiltration Equipmor8aena|eload 18844 BNh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces O Structure 2389 BNh Ducts 681 Btuh Central vent (Ocfn) 0 Btuh Headn CooU Area135O 135O Equipment latent load 3070 Btuh Volume 12557 12557 Ajrchanda bour U45 023 Equipment p 19914uh EquivA{(cfn) 94 48 R' total capacity sgOJ5SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Tmne Make Tmne Trade TRANE Trade TRANE Model 4TVVR6030H1 Cond AHR|nd 7582380 Coil TEM0AO830H21++TDR AHR|ref 7562380 Efficiency 9H8PF Efficiency 13DEER.15SEER Heating input Sensible cooling 21450 BNh Heating output 27800 BNh@47,F Latent cooling 7150 Btuh Temperature rise O IF Total cooling 28800 Btuh Actual air flow O ohn Actual air flow 953 uhn Ad|mwfactor U ohn8Btuh Air flow 0.055 ohn/B#uh Static pressure 0.50 inH2O Static pressure 0.50 inH2[) Space thermostat Load sensible heat ratio 0.85 Capacity balance point 30"F Calculations /CCA to meet all requirements of Manual J8tbEd. r 1v«r nm om gum va/co,o`oo,` mao25029 `up r/w* a Ar—c z" xnxa ws mo2r/n"xR*s wc.w n ca/~pmoommmm.w ~aoe/ d.L- r wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sa-dscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0reSiopCoolirg.com License: CAC032444 Job: Lot 027 Milan A RIHG - NE Date: 02/27/2018 By. LF/RI/MC 1 Room name Entire House WED 2 Exposed well 143.0 it 365 it 3 Room height 9.3 It d 9.3 it heat/cool 4 Room dimensions 16.0 x 110 It 5 Room area 1350.3 ff2 208.0 ff2 Ty Construction number U-value Btuh/W-fl or HTM Btuh/ft2) Area OF) or perimeter (ft) Load Btuh) Area (W) or perimeter (ft) Load Btuh) Heat Cool Gross N/R/S Heat Cool Gross NPS Heat Cool G 13A-4ocs 0,143 n 3.73 2.90 102 72 270 209 0 0 0 0 4B5-2frn 0.540 n 14.09 13.67 6 0 85 82 0 0 0 0 11D0 0.390 n 10.18 12.27 24 24 244 294 0 0 0 0 13A-4ocs 0.143 e 3.73 2,90 5135 486 1813 1407 70 70 260 202 1 4A5-2om 0.550 e 14.35 27,36 45 0 646 1231 0 0 0 0 4B5-2tm 0.540 e 14.09 29.62 4 0 56 118 0 0 0 0 13A-4ocs 0J43 s 3.73 2,90 279 185 690 536 149 119 443 344 4A5-tom UtX) s 14.35 13L0 30 28 431 405 30 28 431 405 4A5-2omd 0-580 s 15.14 15:90 64 64 969 1018 0 0 0 0 13A-flocs 0.143 w 3.73 2.90 414 380 1418 1100 121 121 451 350 4A5-2om 0.550 w 14.35 2736 30 0 431 821 0 0 0 0 4B5-2tm 0.540 w 14.09 29,38 4 0 56 118 0 0 0 0 R L---D 12C-Osw 0.091 238 1,51 298 276 656 416 0 0 0 0 11D0 0390 n 10A8 12.27 21 21 217 262 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 1350 1350 1128 2374 208 208 174 366 F 22A-tpm 1.180 30.80 0.00 1350 143 4404 0 208 37 1124 0 6 c) AED excursion 01 86 Envelope loss/gain 13514 103911 2883 1581 12 a) Infiltration 2694 9711 688 248 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 1700 0 Subtotal (lines 6 to 13) 16208 13981 3571 2288 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16208 13981 3571 2283 15 Duct loads 1 10901 24%1 1598 3312 10%1 24% 312 542 Total room load I 178061 17294 Air required (cfm) 0 953 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Feb-27 13:30,49 Righ-SuleS Uriversal 2018 18.0,11 RSU25029 Page I 7Milan ARHG-NE\LoIO27MilanARHG-NE.rLp Calc=MJ8 Front Door faces: N d.1- vr- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, WInter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407)629-9307 Web: wv nvOneStopGoofingwm License: CAGO32444 Job: Lot 027 Milan A RHG - NE Date: 02/27/2018 By: LF/RI/MC 1 Room name MT01 MIRTH 2 Exposed wall 6.0 It 0 It 3 Room height 9,3 It heat/cool 9.3 It heaVcDol 4 Room dimensions 7.0 x 6.0 ft 5D x &0 It 5 Room area 42.0 W 30.0 IF Ty Construction number U-value Btu JJR2-19 01, HTIV Btuh/W) Area (ft) or perimeter (ft) Load Btuh) Area (ft) or perimeter (it) Load Blum Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.73 Z90 0 0 0 0 0 0 0 0 4B5-2frn 0-540 n 14.09 13.67 0 0 0 0 0 0 0 11D0 0.390 n 10J8 1227 0 0 0 0 0 0 0 0 13A-4ocs 0,143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2om 0.550 e 14.35 27.36 0 0 0 0 0 0 0 0 4B5-2fnn 13A-flocs 4A5-2om 0,540 0,143 0.550 e s s 14.09 373 14.35 29.62 2.90 13.150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0.580 a 15.14 15.90 0 0 0 0 0 0 0 0 13A-4ocs 0,143 w 3.73 2.90 56 52 193 150 0 0 0 0 4A5-tom 0.550 w 1435 27.36 0 0 0 0 0 0 0 0 4135-2fm 0.540 w 14.09 29.38 4 0 56 118 0 0 0 0 R 12C-0sw 0.091 238 1.51 0 0 0 0 0 0 0 0 11D0 16B-30ad 0390 0.032 n 1018 0,84 1227 1.76 0 42 0 42 0 35 0 74 0 30 0 30 0 25 0 53c F 22A-tpm 1.180 30.80 0.00 42 6 185 0 30 0 0 0 6 c) AED excursion 42 2 Envelope lossigain 470 384 25 51 12 a) Infiltration 113 41 0 0 hil Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 583 4241 25 51 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 583 424 25 51 151 Duct loads 1 1011 24%1 57 101 101] 14%, 2 11 Total room load 6401 525 28 63 Air required (dm) 29L 0ot 3 Calculations approved by ACCA to meet all requirements of Manual J8th Ed. Irl- 2018-Feb-27 13,30.49 Rigin-Sulea Universal 2018 18.0.11 RSU25029 Page 2 7 Milan RHG - NE\Lot 027 Milan ARHG - NE.ruo Cal,-=MJ8 Front Door faces:N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Corot, Wiriter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com I cense CAC032444 Job: Lot 027 Milan A RHG - NE Date: 02/27/2018 By: LF/RI/MC 1 Room name MWIC BED2 2 Exposed well 0 ft 12.5 ft 3 Room height 93 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1'0 x 56.5 ft 1.0 x 126,5 It 5 Room area 56,5 tt' 126.5 ft' 77omnstrrchon nu U-value Btuftft-+F D H IN Btuh/W) Area (ft) or perimeter (ft) Load Btum Area (W) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat 7 Cool Gross N/P/S Heat Cool 6 W 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 L--X' , 4135-2tm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 L-6 11DO 0.390 n 1018 12.27 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5-2om 0.550 e 14.35 27.36 0 0 0 0 0 0 0 0 4B5-2trn 13A-4ocs 4A5-2om 0.540 0.143 0.550 e s s 14.09 3.73 14,35 29.62 2.90 1150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0-%0 s 15.14 15.90 0 0 0 0 0 0 0 0 13A-flocs 0.143 w 3.73 2.90 0 0 0 0 116 101 378 293 4A5-tom 4B5-2fm 12C-0sw 0.550 0.540 0.091 w w 14,35 14.09 2.38 27.36 29.38 1,51 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 215 0 0 410 0 0RPI 11DO 0.390 n 10.18 1 L27 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 57 57 47 99 127 127 106 222 F 22A-tpm 1,180 30.80 0.00 57 0 0 0 127 13 385 0 6 c) AED excursion 41 132 Envelope loss/gain 47 96 1084 1058 12 a) Infiltration 0 0 235 85 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 47 961 1319 1373 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 8 15 30 14 Subtotal 51 104 1334 1403 151 Duct loads 1 10%1 24%1 5 25 1011 24%1 132 1332 Total room load I 561 129 14661 1735 Air required (ctm) 01 01 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fjr&- 2018-Feb-27 13,30.49 Rigli-Sate(a) unversal 2018 1&011 RSU25029 Page 3 7 MilanA RHG - NE\Lol 027 Milan ARHG - NE,rup Gaic=MJ8 Frond Door faces N d-L- 9- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wiqer Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOr-eSiopcoolir)g.com License: CAC032444 Job: Lot 027 Milan A RHG - NE Date: 02/27/2018 By LF/RI/MC 1 Room name BED3 2 Exposed wall 0 It 110 ft 3 Room height 93 It heat/cool 9.3 It heal/cool 4 Room dimensions 3.5 x 5.0 It 1.0 x 129.3 ft 5 Room area 17.5 IF 129.3 tF Ty Constructon number U-value BtuW--F) or HTM Btu /ft2) Area (ff) or perimeter (ft) Load B m Area (ft2) or perimeter (ft) Load Blum Heat Cool Gross NIRIS Heat cool Gross N/P/S Heat cool 6 1 aA-40cs 4B5-2fm 11DO 0.143 0.540 0.390 n n n 3.73Z90 14.09 10,18 1167 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13A-4ocs 4A5-tom 0.143 0.550 e e 3.73 14.35 2.90 27.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B,5-2fm 13A-flocs 4A5-2om 0,540 0.143 0.550 e s s 14.09 3.73 14.35 29.62 Z90 13.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 13A-flocs 05W 0.14.3 S w 15,14 3.73 15.90 2.90 0 0 0 0 0 0 0 0 0 121 0 106 0 395 0 307 4A5-2om 0.550 w 14.35 27.36 0 0 0 0 15 0 215 410 R 4135-2frn 12C-Oscar 0.540 0.091 w 14.09 2.38 29.38 151 0 0 0 0 0 0 0 0 0 102 0 102 0 243 0 154 L----D 11DO 16B-30ad 0390 0.032 n 10A8 0.84 1227 1,76 0 18 0 18 0 15 0 31 0 129 0 129 0 108 0 227C F 22A-tpm 1.180 30.80 0.00 18 0 0 0 129 13 400 0 6 c) AED excursion 11 125 Envelope loWgain 15 301 1362 1224 12 a) Infiltration 0 0 245 88 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 15 30 1607 1542 Less external load 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 15 30 11 22 14 Subtotal 0 0 1618 1564 15 Duct loads 10% 240 0 0 10'/.1 24% 1601 371 To al room load 0 0 1777 1935 Air require (dm) of 0 0 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. H- 2018-Feb-27 13.30,49 Rig bt-&003) Unversa 120!8 18.0.11 RSU25029 Pae 4ACR5, ... 7 Milan A RHG - NE\Lol 027 Milan A RHG - NE rub Calc = VJ8 Front Door faces: N g PF wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandswve Court, Mqer Park, FL 32792 Plx ne: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolir)g.com License: CAG032444 Job: Lot 027 Milan A RHG - NE Date: 02/27/2018 By. LF/RI/MC 1 Room name BTH2 FOY/KlT 2 Dposed wall 0 111 26.5 ft 3 Room height 93 ft heat/oDol 93 ft heat/cool 4 Room dimensions 5.5 x 10.5 It 1.0 x 218.3 It 5 Room area 57.8 It' 2183 ft2 Ty Construction number U-value BtuW12-°q or HTIVI Btuh/ft2) Area (ft) or perimeter (ft) Load Btuh) Area (II-) or perimeter (ft) Load Btum Neat Cool Gross N/PS Heat Cool Gross NAPS Heat Cool 6 W 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 60 36 136 106 G 4B5-2frn 0.540 n 14,09 13.67 0 0 0 0 0 0 0 0 11DO 0.390 n 1018 12.27 0 0 0 0 24 24 244 294 13A-flocs 0.143 e 3,73 2.90 0 0 0 0 186 182 679 527 11 T:f2 4A5-2om 0.550 a 14.35 27.36 0 0 0 0 0 0 0 0 4135-2frn 0540 e 14.09 29.62 0 0 0 0 4 0 56 118 13A-4oas 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-tom 0.550 s 14,35 13,50 0 0 0 0 0 0 0 0 G 4A5-2omd 0,580 s 15A 4 15,90 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 14.35 27.36 0 0 0 0 0 0 0 0 4135-21m 0.540 w 14.09 29.38 0 0 0 0 0 0 0 0 P 12C-0sw U91 2.38 1.51 51 51 121 77 47 47 110 70 L—D 11D0 0.390 n 10,18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0,032 0.84 1.76 58 58 48 102 218 218 182 384 IF 22A-tam 1.180 30B0 0,00 58 0 0 0 218 27 816 0 6 c) AED excursion 61 78 Envelope loss/gain 170 172 2225 1422 12 a) Infiltration 0 0 499 180 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 170 172 2724 2802 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 0 0 14 Subtotal 175 1821 2724 2802 15 Duct loads 1 109/61 24%1 17 43 10%1 24%1 2691664 Total room load I 192 22 21993 3465 Air required (dm) 0 15 I 2 071—M51191 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- 2018-Feb-27 13:30 49 Right-SiteO Universal 2018 18.0.11 RSU25029 Page 5 7Milan ARHG-NE\LotO27Milan ARFIG-NE.rLip GaIc=MJ8 FroqDoor faces: N wrightsoft, Right-J@ Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAGO32444 Job: Lot 027 Milan A RHIG - NE Date: 02/27/2018 1 Room name LDRY DIN 2 Exposed wall 8.0 If 8.5 It 3 Room height 9.3 If heat/cool 9.3 It heal/cool 4 Room dimensions 1D X 43.8 It 15.5 x 8.5 it 5 Room area 43.8 ft' 131.8 IF Ty Consructfon number 1-1-value 13tuh4t2-+F Or HTM Btjhr-) Area (ft2) or perimeter (ft) Load Blum Area (ft2) or perimeter (ft) Load Btum Heat Goo] Gross N/P/S Heat Cool Gross N/P,/S Heat cool 6 13A-4ocs 0.143 n 3.73 2.90 42 36 134 104 0 0 0 0 GT 485-2frn 11DO 0.540 0.390 n n 14.09 10A8 13.67 1227 6 0 0 0 85 0 82 0 0 0 0 0 0 0 0 0 11 13A-flocs 4A5-tom 0.143 0.550 e e 3.73 1425 2.90 27,36 33 0 33 0 121 0 94 0 79 15 64 0 239 215 185 410 4B5-2tm 13A-4ocs 4A5-2om 0.540 0143 0550 e s s 14.09 3,73 14.35 29.62 2.90 13.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0'550 w 14.35 27.36 0 0 0 0 0 0 0 0 4B5-2fm 0.540 w 14.09 29.38 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 238 1.51 98 76 181 115 0 0 0 0 L D 11 DO 0.390 n 10.18 1227 21 21 217 262 0 0 0 0 C 168-30ad 0.032 0.84 1.76 44 44 37 77 132 132 110 232 F 22A-tpm 1.180 30.80 0.00 44 8 246 0 132 9 262 0 6 c) AED excursion 471 38 Envelope loss/gain 1021 687 826 866 12 a) Infiltration 151 54 160 58 b) Room ventilation 0 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 ApAianceslother 500 0 Subtotal (lines 6 to 13) 1172 1241 986 923 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 11 22 14 Subtotal 1172 1241 997 945 151 Duo loads 1 10% 24% 116 294 1 24%1 981 224 Total room load 1287 1535 1095 1169 Air required (dm) I 8-1 L 64 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Feb-27 13,30.49 Right-Sateg Unversal 2018 18.0.11 RSU25029 Page 6ACZ5K _ 7MilanARHG-NE\LoIO27MilanARHG-NE.rw Calc=MJ8 Front Door faces:N wrightsoft, Right -JCS Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (40 7) 629 - 9307 Web: womOrk-SioinGooling.corn License: CAG032444 Job: Lot 027 Milan A RHG - NE Date: 02/27/2018 By: LF/RI/MC 1 Room name GATH 2 Exposed wall 32.0 It 0 It 3 Room height 9.3 It heal/cool 9.3 ft heat/cool 4 Room dimensions 14.0 x 18.0 ft 1.0 x 37D If 5 Room area 252.0 42 37.0 ft2 Ty Construction U-value a HTM Area (ft) Load Area (ft2) Load number Btuh4t2-fl Btu w) or perimeter (ft) Btih) or perimeter (ft) Btuh) Heat Cool Gross N/E/S Heal cool Gross N/P/S Heat cool 6 13A-4oas 014.3 n 3.73 2.90 0 0 0 0 0 0 0 0 4B5-2fm 0.540 n 14,09 13.67 0 0 0 0 0 0 0 0 11DO 0,390 n 10A8 1227 0 0 0 0 0 0 0 0 13A-4ocs 0,143 e 3.73 2.90 167 137 513 398 0 0 0 0 1 4A5-2om 0.550 e 14.35 27.36 30 0 431 821 0 0 0 0 4135-2frn 0.540 e 14.09 29.62 0 0 0 0 0 0 0 0 13A-4ocs 0,143 s 3.73 2.90 130 66 247 192 0 0 0 0 4A5-tom 0.550 a 14.35 13.50 0 0 0 0 0 0 0 0 4A5-2omd 05W s 1514 15,90 64 64 969 1018 0 0 0 0 13A-4ocs 0143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0'550 w 14.35 27.36 0 0 0 0 0 0 0 0 4135-2trn 0.540 w 14.09 29.38 0 0 0 0 0 0 0 0 R L--D 12C-Osw 0.091 238 1.51 0 0 0 0 0 0 0 0 11DO 0390 n 10,18 1227 0 0 0 0 0 0 0 0 G 16B-30ad 0.032 0,84 1.76 252 252 210 443 37 37 31 65 F 22A-tpm 1A80 30.80 0,00 252 32 986 0 37 0 0 0 6 c) AED excursion 1121 2 Envelope loss/gain 3355 2759 31 63 12 a) Infiltration 603 217 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3958 2977 31 63 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 31 63 14 Subtotal 3958 2977 0 0 15 Duct Toads 1 10% 24] 390 705 10%1 24] O 0 To al room load 4348 3682 010Airrequired (dm) 0, 203. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J-k- 2018-Feb-27 13:30:49 Right-Sule" Uriversal 2018 18,0.11 RSU25029 Pagel 7 Milan A RHG - NE\Lot 027 Milan A RHG - NE.rLp Calc = MJ8 Front Door faces: N Static Pressure and Friction Rate Job: Lot027 Milan ARHG - NE wrightsoft, Date: 02/27/2018 Entire House By. LF/RI/MC One Stop Cooling and Heating 7225 Sannscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOrieStopGoolirg.com Licerse CAC032444 For: Park Square Homes 3866 Saltmarsh Loop, Sanford, FL Heating Cooling in H20) in H20) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0,10 010 Humidifier 0 0 Balancing damper 0 0 Other de\Ace 0 0 Avai I abl e stati c pressu re 0.34 0.34 Heating Cooling in/1 00ft) in/100ft) Supply Ducts 0.260 > 0.18 0.260 > 0.18 Return Ducts 0260 > 0.18 0.260 > 0.18 iMEN , N, 71 1 supply 4X=35, 11 A=20, 11 G=5, 1 A--35, 11 G=5, 11 G=5: TbtalEL=1 05 Return TotalEL=O wrightsoft" 201 8-Feb-27 13:30:49 1— 11--11-"""-'."'— Right-Suite6i Uriversal 2018 18.011 RS1125029 Page 1 AC A ...7 Milan A RHG - NE\Lot 027 MdanARHG - NE.rT Galc=MJ8 Front Door faces N wrightsoft" Duct System Summary Entire House One Stop Cooling and Heating 7225 Sandscove CoW, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoohng.com License: CAC032444 External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 3866 Saltmarsh Loop, Sanford, FL Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 /0.170 in H2O 0.260 in/100ft 0 cfm 131 Job: Lot 027 Milan ARHG - NE Date: 02/27/2018 By. LFRUMC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 /0.170 in H2O 0.260 in/1 00ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk 6ED2 c 1735 0 96 0.284 6.0 Ox 0 AFx 14.6 105.0 sti BED3 c 1935 0 107 0.260 0 Ox 0 A Fx 25.6 105.0 st2 BTH2 c 225 0 12 0.264 4.0 Ox 0 AFx 24.0 105.0 st2 DIN c 1169 0 64 0.269 5.0 Ox 0 AFx 21.6 105.0 sti FOYA/lT c 3465 0 191 0.274 7.0 Ox 0 AFx 23.9 1 00D st2 GATKA c 3682 0 203 0.272 8.0 Ox 0 VlFx 19.8 105.0 sti LDRY c 1535 0 85 0.260 6.0 Ox 0 AFx 25.7 105.0 st2 MBED c 2831 0 156 0.275 7.0 Ox 0 J]Fx 18.6 105.0 sti MATH c 63 0 3 0.285 4.0 Ox 0 AFx 14.5 105.0 sti MTOI c 525 0 29 0.271 4.0 Ox 0 A Fx 20.5 105.0 sti MWIC c 129 0 7 0.284 4.0 Ox 0 A Fx 14.7 105.0 sti Trunk Htg Clg Design Veloc Diarn H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 0 395 0.260 893 9.0 0 x 0 VinlFlx sti PeakAVF 0 558 0.269 711 12,0 0 x 0 VinlFlx wrightsoft, 2018-Feb-27 13:3049 Rigint-Sute@UniversaI2018 18.0,11 RSU25029 Page I ACCk 7 Milan ARHG - NElot 027 Milan ARHG - NE.rLp Calc=MJ8 Front Door faces:N Name Grille Sze (in) Htg Cfm) Cig Cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk_ rbl OX0 0 953 0 0 0 0 Ox 0 AFx wrightsoft, 2018-Feb-27 13:30:49 Right-Sute@Unversal20!8 18.0.11 RSU25029 Paget 7 Milan ARHG - NECol 027 Milan ARHG - NE.rLgD Caic=MJ8 FrortDoor faces: N 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 027 Milan A RHG - NE Builder Name: Street: 3866 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford . FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage sulafloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. 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 P.Ytpnci Inphind piping ap mjiL Qg Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids bp11yeen fire sprio lQr Qo)ZVr plates and walls or ceoli a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/27/2018 1:38 PM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Job#: Lot 027 Milan A RHG - NE Performed by LF/Rl for: Park Square Homes Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale: 1 :97 Page 1 Right -Suite@ UnKoersal 2017 17.0.23 RSU 16202 2017-Aug-161135:14 Temp\Lot 141 Milan A LHG - N.rup Advantaop Pl t. JIN t rLlt4m13lAL- License s , Name S; a Co Lr h I,Aq 3 , 3 DESCRIPTION AS FURNISHED: Lot 27, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America 4 T, 5,00. 101 29.82' f p it-IZ56 9,86' 6. 4 2,\` Ok to construct single family home with setbacks and impervious area shown on plan. 6q9 W\%Aq, -A, SETBACKS AS FURNISHED FRONT 25'(*) REAR = 20" SIDE = 5' (40' LOT) 7.5' (60' LOT) 10 - (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED 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 PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 30.3' LOT 27 f- - - - - 32,20' 3,0'x4.0' 14.0, AC 16. 0' L", " Y 25,54' IC 14 0 PROPOSED RESIDENCE 1349—MILAN—A 2 CAR GARAGE RIGHT ti COV'D, ENTRY 5 7' 4. 0' 16' DRIVE 29,71' 7.14' ILIL-'UT 0-04'55'33" ESMT0' UTI_ R- 75.00 5' WALK -0- z----- P. C. D=1 733'40 " R=75.00 SALT MARSH LOOP L=02.99 PRIVATE ROAD (50' R/W) C=22.90 CB=S 14*01'32" E CONCRETE WALL SCALED FROM DRAINAGE PLAN LOT 26 PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 9,824 ± SQUARE FEET FLATWORK ONIOFF LOT = TOTAL ± SQUARE FEET FLATWORK DRIVE 4101 TOO- 510 ± SQUARE FEET FOUNDATION/PAD 1,740 ± SQUARE FEET WALKS 401 111= 151 ± SQUARE FEET REAR PATIO 103 ± SQUARE FEET FRONT PORCH DECK 72 ± SQUARE FEET SOD 7,4481 124 - 7,472 ± SQUARE FEET POOL DECK NIA * SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT - NOT FIELD VERIFIED 1_ CRUSE, VMEKTR -SCOTT ASSOC, INC - -L,41 YI.D SURVEYORS_ LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (407)-658-1436 P PLAT P OL. POINT ON LINE NOTES: F R, FIELD IRONPIPE IRON ROD T'R PAZ, PCC. TYPICAL POINTOFREVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C. M. CONCRETE MONUMENT BAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES SET I.R. L/21 IR. /NLB 4596 MR. NON -RADIAL 2' UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID, RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS 03 POINT OF BEGINNING CAILC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY POC, POINT OF COMMENCEMENT PRX PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 4CENTERLINE N& D NAIL F.F. 0S.L. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5 THIS SURVEY IS PREPARED FOR 774E SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUED UPON BY ANY OTHER ENTITY. R/ W 13DISK RIGHT& F-WAY B.M. BENCHMARK 6: DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, CASEMENT D.D. BASE BEARING 7. BEARINGS, ARE VASCO ASSUMED DATUM AND ON THE LINE SHOWN AS BASE GEARING (B.8) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, UTIL CL.FC, UTILITY CHAINLINK FENCE 9. CERTIFICATE OF AUORIZA77ON No. 4,596, MWITFCI C/ o WEBB FENCE a CONCRETE BLOCK SCALE I-- I- - 30 ------4 DRAWN BY: PC, P.T. m DO INT OF CURVATURE PONTOFTANGENCYCERTIFIED ITY.' DATE ORDER N.. DESCI RDCSCRIPTIDNI RADIUS PLOT PLAN 02-23-2018 1097-15 L ARC LENGTH D DELTA C C.D. CHORD CHORDREARING NORTH THIS BUILDING\PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TOM WtEt R.L.S, j 4714 ZONE " X' MAP I 12117CO09OF (09-28-07) R1 # 4801 U Filename: PARK SQUARE MIIAN I,349SF.rrr Ligbting and Small Appliance/Laundry Circuits Floor Area GmApp0o LauodNo Line Neutral 1349 2 I Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 Rangea & Ovens Range No. No? Nameplate Line Neutral 1 I 8000 3 0 0 O 0 Range/Oven Sonnnazy Standard 5,400 4,480 Optional 8,000 4,480 Dryero Dryer No. lJ0? Nameplate Line Neutral 1 I 5000 0 2 O Dryer Summary Standard 5,000 3 50O Optional 5,000 3,500 " ^~ °v Heating and Cooling: Actual Number I Name M9 Ph No Amps Volts VA HP Line Neutral I D0 I I I4.0 240 3,360 O M I l 2.0 240 480 O l M l I 5.0 240 I,200 O l I I 14 240 I 3,360 0 Heat/Cool Summazl, Standard 8,400 O Optional 8,400 O Fizced Appliances: J\otnaI Number = 6 Name M? Ph No Amps Volts VA BP Line Neutral I}I3P I I 120 600 600 600DZBBITI2012001,200 1,200 MICROI I I20 1200 1,200 I'20O WB I l 18.5 240 4,440 ' O OPT POOL I l 10 240 2,400 0 OPT POOL HEAT I I 31 240 7,440 0 Fired Appliance Summary Standard 12,960 2,250 25O Other Appliances: Actual Number = O Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 O Optional O 0 25# Of Ma x Motor: Line is Std Only; Neutral for Both Maximum Pha se Amps \7oIte LA 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 = 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total - 29,931 15,171 Maximum Amperage = 125 03 Service Voltage = 240 Service Phase = 1 Lumber design values are inaccordance with ANS|/TP|1section G.3 These truss designs rely on lumber values established by others. 6904Parke East Blvd Site Information: ' T p FL O1O4115 Customer Info: PARK SQUARE HK S Project Name.- Model: oda| K4|LAN-13',^or Lot/Block: 27 Subdivision: VVYNDHAM PRESERVE 40' Address: 3886GALTMARGH LOOP City: SANFORD State: FLORIDA Name Address and License #ofStructural EngineerofRecord, Kthere |oone, for the building. Name: Lioenoe# Address: 6f - \ ` City: Stake: General Truss Engineering Criteria & Design Loads ( individual TruasDeaiQnDravvnQmShou*Gpeoa| Loading Conditions): Wind Code: ASCE7-10 Wind Speed: 140 niph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 32 individual, daf 11 esign 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 tuG1G)15-31.003. section 5nfthe Florida Board of Professional Engineers Rules. This item has been electronically signed and sealed by Albani.Thomas, PE using aDigital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawino(o)referenced above have been prepared by MiTek U8& Inc. under nydirect supervision based onthe parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: AJbuni.Thomao 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 February 23,2018 RE: P134SAC-Park GqHm/Mikan-134S-AorC Site Information: Cuahomer|nfo: PARKG[)UAREH&4S P P1349AC Model: PN|LAN-1349'AorC Lot/Block: 27 Subdivision: VVYNDHAKAPRESERVE 4O' Address: 38GSSALTK8ARSHLOOP City: SANFDRD State: FLORIDA Vob 9AC Truss iAl ss Type COMMON cry Ply Park Sq Hm/Milan-1 349-A or C T1332514i ill 1 1 L,L onReferpRce bon LW _ At) Mid - Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:28 2018 Page 1 ID: S—OpRO5ws4l4AkYA3UNGXPzr8by-TMChOHEhiSf?vDbAZHmziejE98y?-3ciTUsMAHziFlv 7. 11_11 7-0-5 7-0-5 7-11-11 1 _0_ Scale = 1 55.2 4x4 3X4 = 3x4 = 4x4 = 3x4 = 4x4 = LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip COL. 1.25 TC 0.75 1 Vert(LL) -0,35 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 036 Vert(CT) -0.50 8-16 >721 180 BCLL 0.0 Rep Stress Incr YES i WB 0.34 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: t137 11b FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1260/0-8-0,6=1260/0-8-0 Max Horz 2=-164([_C 10) Max Uplift 2=-328(LC 12). 6=-328(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2096/624, 3-4=-1893/636t 4-5=-1893/637, 5-6=-2096/624 BOT CHORD 2-10=-441/1874, 8-10=-205/1211, 6-8=-456/1822 WEBS 4-8=-217/820, 5-8=-467/270, 4-10=-217/820, 3-1 O=467/270 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, B=45ft, L=30111 eave=4ft, Cat. 11 ' Exp B ' Encl., GCpi=0.18 ' MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18- 0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 328,6=328, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,, aQy electronic copies. Tlbarrjas'4 Albzini,PEN6.39380; IMJ yak USA, Inc. 'Cort 66 February 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke 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 verity the applicability of design parameters and property incorporate this design into the overall b always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Mr ma-ar buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is a fabrication, storage, delivery, erection and bracing of trusses and truss systems see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra. VA 22314, Tampa. FL 36610 Truss Type Qry Ply Park Sq Hm/Milan-1349-A or Cr1349 T13325148 P A C lA2 1 Reference o Mid -Florida Lumber, sa rw. FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:31 2018 Page 1 ID:S-OpRO5ws4l4AkYA3UNGXPzrBby-uxupOJGZbNI amgKIFQKgKHLoFl-_gBKTB9S51nbziFls 00 6-9-4 13-0-0 23-2-12 30-0-0 '31 _M1 6-9-4 6-2-12 17-0-0 4-0-0 6-2--12 6-9-4 -0 Scale = 1 521 4X8 4x4 I 3x5 = I J I - 11 1 u 9 1 X4 11 3x4 = 3X8 3x4 3x5 — LOADING (psf) SPACING- 2-0-0 cSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,10 Veri(LL) -0L10 11 >999 240 MT20 244/190 TCDL 10L0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0L21 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 7 n/a TUB BCDL 10.0 Code FBC2017rrPI2014 Matrix-MS157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0. 7=1260/0-8-0 Max Horz 2=-144(LC 10) Max Uplift 2=-328(LC 12), 7=-328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2223/709, 3-4=1610/587, 4-5=-1363/585, 5-6=-1611/587, 6-7=-2223/709 BOT CHORD 2-13=-543/1926, 11-13=-543/1926, 10-11 =-302/1362, 9-1 0=-552/1925, 7-9=-552/1925 WEBS 3-13=0/288, 3-11 =-652/276, 4-11 =- 101 /419, 5- 1 0=-1 19/420, 6-1 0=-651/276, 6-9=0/287 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: 6=45ft, L=30ft, eave=4ft, Cat. III Exp 6, Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0. Interior(1) 21-2-15 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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 Ot=lb) 2=328.7=328, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified 9n,any i,lectronic copies. riTho iis'k'AlbihiPEN6,39380j yak , JS A,'Iqc. FL Cert 6 , 6 8999 a February 23,2018 AWARNING, Vanity design p—mini— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 1010312015 BEFORE USE, Design valid for use only with Welke connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I always required for stability and to prevent collapse writ, possible personal injury and properly damage, For general guidance regarding the HXA s abncation storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPH Quality Criteria, DSB49 and SCSI Building Component 6904 Park. East Blvd. 1SafetyInformationavailablefromTrussPlateinstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Park Sq Hm/Milar, 1 349-A or CtyplytyQ1,—L—= T133 25149 Truss P1349AC A3 HIP 1 b Reference Lo ignaJILpb Mid-Flonda Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTelk Industries, Inc. Fri Feb 23 13:18:32 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-M7SCEfHCMg9RNqvxo7rvsUu?SIKUws4LO6qaJ2ziFlr 1-0-0 5-9-4 1-M 5-9-4 11-0-0 r 5-2-12 4-0-0 30-0-0 4-0-0 5-2-12 5-9-4 11-0-0 1 Scale = 1 52,1 4x4 3x4 = 4x4 4 23 5 246 14 13 — — -- 11 10 lX4 11 3x4 3x8 IX4 11 3x4 3x4 3X8 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 10.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0,37 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS DEFL. in (loc) I/defi L/d Verl(LL) -0.15 11-13 >999 240 Vert(CT) -0.31 11-13 >999 180 Horz(CT) 0.09 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0,8=1260/0-8-0 Max Harz 2=-123(LC 10) Max Uplift 2=-328(LC 12),8=-328(LC 12) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2263/743, 3-4=-1777/635, 4-5=-1530/621, 5-6=-1530/621, 6-7=-1777/635, 7-8=- 2263/743 BOT CHORD 2-14=-584/1970, 13-14=-584/1970, 11-13=416/1616, 10-1 1=-59211970, 8-10=-592/1970 WEBS 3- 13=-5191243, 4-13=-142/509, 5-13=-259/105, 5-11 =-259/105, 6-11 =-142/509, 7-11 =- 519/243 PLATES GRIP MT20 244/ 190 Weight: 157 to FT = 20% Structural wood sheathing directly applied or 3-7-14 oc purlins. Rigid ceiling directly applied or 7-7-12 oc bracing. NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph ' TCDL=4.2psf ' BCDL=3.Opsf ' h=25ft B=45ft L=30ft ' eave=4ft Cat. II; Exp El, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-6 to 11-6-0, Exterior(2) 11-0-0 to 23-2- 15, Interior(l) 23-2-15 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (j1=lb) 2=328, 8=328. A WARNING - Verify design je.raima.c. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTel,0 connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deliv", section and bracing of trusses and truss systems, see ANSIrTPll Quality Criteria, DSB-8a and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any Qlectronic copies. Jh9if ek USAJrfc. F 'Carl 66' D February 23, 2018 FROW, 6904 Parke East Blvd, Tampa, FL 36610 Job Truss ITruss Type Qty Ply Park So Hm/Milan-1349-A or C Tl 3325150 P1349AC 4 P 1ILty Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:18:33 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzrSby-qJOaR?lq7_Hl?_U8MrM8PiR8R9eHfM6Ucma7rUziFlq 1_0 4-9-4 9-0-0 15-0-0 -2-12 3L1 — — I I — QtQ__1_0_0 i _fo 4-9-4 4-2-12 6-0-0 6-M 4-2-1-2 4-9-4 _ 1 1-M, Scale = 1,52,1 I 4x8 = 1 X4 11 4x8 4 21 22 5 23 24 6 1J II IV 4x4 = 3x4 = 3x4 = 3x8 = 3x4 = 4x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.16 10-19 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.81 iI Vert(CT) -0.35 10-19 >999 180 BCLI_ 0.0 Rep Stress Incr YES WB 0.19 1i Horz(CT) 0.09 8 n/a n1a BCDL 10.0 Code FBC2017fTP12014 iI Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SO No.3 REACTIONS. (lb/size) 2=1260/0-8-0.8=1260/0-8-0 Max Herz 2= 1 03(LC 10) Max Uplift 2=-328(LC 12), 8=328(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2248/797, 3-4=-1951/683, 4-5=-2021/766, 5-6=-2021/766, 6-7=-1951/683, 7-8=-2248/797 BOT CHORD 2-13=-641/1986, 11-13=-445/1696, 10-11 =-453/1696, 8-1 0=-649/1986 WEBS 3-13=-340/222, 4-13=-55/411, 4-1 1=-174/503, 5-11 =-414/216, 6-1 1=-174/503, 6-1 0=-55/411, 7-1 0=-340/222 Weight: 150 lb FT = 20% Structural wood sheathing directly applied or 3-6-15 oc puffins. Rigid (-ailing directly applied or 7-4-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=30ft, eave=4ft, Cat. 11 Exp 6'' Encl., GCpi=0.18 MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 42-1 l,Interior(l) 25-4-1 lto 31-0-0 zone'C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 DST 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 (jt=lb) 2=328,8=328. AWARNING- V-Hydsig. pararrial.- and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 111,111-7473rov. 1010312016 BEFORE USE, Design valid for use only with MIT eke connectors, This design is based only upon parameters shown, and isfor an individual building component, not a truss system. Before use the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Wilding design, Bracing indicated is to prevent buckling of individual truss web ancVor 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 famucalon storage, delivery, erection and bracing of trusses and truss systems, see ANSIrriell Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,, any electronic copies. Thamas -' M11' ek,JSA',' Inc, FL Cert 66 e L336% February 23,2018 umlmlle 6904 Parke East Blvd - Tampa, FL 36610 Job Truss Truss Type 6-ty- Ply Park Sq Hm/Milan-1349-A or C T1332515 P1349AC A5 HIP 1 1 R Mid-Flonda Lumber, Barlow, FL. b ---1nce {optional) __QftrQ---L 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:35 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-mi7KsgJ4fbXOEIeWUFOcU7WRoyKp76Sn443EwNziFlo M 1-M 3-9-A 70-0 3-9-4 3-2-12 10-7-12 3-7-12 15 -0 19-4-4 23-M 26-2-12 30-0-0 ;11-0-0 4-4-4 4-4-4 3-7-12 3-2-12 3-9-4 1-M Scale = 1 52,1 4x4 = 3x4 = 4x4 = 3x4 = 4X4 23 5 2425 26 6 27 28297 30 8 16 13 12 3x4 = 3X8 = 3x4 = 6X6 = 6x6 = 3x8 = 3x4 LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL too Lumber DOL 1.25 BC 0.74 BCLL 0.0 Rep Stress Incr NO WB 0.78 BCDL 10,0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=830/0-8-0, 13=2960/0-8-0, 10=633/0-8-0 Max Horz 2=-82(LC 6) Max Uplift 2=-246(LC 8), 13=-1034(1-C 8). 1 0=-333(LC 8) Max Grav 2=843(LC 17), 13=2960(LC 1), 10=648(LC 18) DEFL, in (loc) Udefl Lid PLATES GRIP Vert( LL) -0.09 14-16 1999 240 MT20 2441190 Ven( CT) -0.20 14-16 >953 180 Horz( CT) 0.02 10 n/a n/a Weight: 154 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1409/387, 3-4=-1192/329, 4-5=-1028/314, 5-6=-127/398, 6-7=-326/1163, 7-8=- 633/349, 8-9=-760/370, 9-1 0=-984/452 BOT CHORD 2-16=-281/1239, 14-16=-104/542, 13-14=-711/330, 10-12=-350/862 WEBS 3- 16=-275/121, 4-16=0/270, 5-16=-158/71 1 , 5-14=-1312/468, 6-14=255/1155, 6-13=-1670/ 516, 7-13=-1578/643, 7-12=-333/972, 9-12=-258/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10 Vult=140mph (3-second gust) Vasd=108niph: TCIDL=4.2psf; BCDL=3.Opsf lh=25ft; B=45ft, L=30ft, eave=4ft, Cat. 11, Exp B, Encl., G6pi=0.18, MWFRS (directional): porch right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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=246,13= 1034,10=333. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 to up at 7-0-0, 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 11h up at 11 -0-12, 97 lb down and 106 to up at 13-0-12. 97 lb down and 106 lb up at 15-0-0, 97 lb down and 106 lb up at 16-11-4, 97 lb down and 106 lb up at 18-11-4, and 97 to down and 106 lb up at 20-11- 4, and 189 lb down and 206 lb up at 23-0-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-0, 66 lb down at 16-114, 66 lb down at 18-11-4, and 66 lb down at 20-11-4, and 327 lb down and 65 lb up at 22-11-4 on bottom chord. The design/selection of such connection device($) 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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-4=- 60, 4-8=-60, 8-11 =-60, 17-20=20 WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 r- 1010312015 BEFORE USE. Design valid for use only with MiTekli) connectors, This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery erection and bracing of trusses and truss systems see ANS117PH Quality Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandria VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,any electronic copies. Thomas A,'AID# n.i'P,1E-N6,393W February 23,2018 New 6904 Parke East Blvd, Tampa FL 36610 Truss Truss Type Radk q Hm/Milan-1 349-A or C T13325151 Job P1 349AC iA5 HIP Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:35 2018 Page 2 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-mi7KsgJ4fbXOEIeWUFOcU7WRoyKp76Sn443EwNziF10 LOAD CASE(S) Standard Concentrated Loads (11b) Vert: 4=-142(F) 8=-142(F) 16=-327(F) 6=-97(F) 12=-327(F) 23=-97(F) 24=-97(F) 26=-97(F) 27=-97(F) 29=-97(1`) 30=-97(F) 31 =41 (F) 32=-41 (F) 33=41 (F) 34=41 ( F) 35=41 (F) 36=4 1 (F) 37-41 (F) WARNING, Vialtydesign p.rm.1and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekM) 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss 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 M OF fabrication storage, delivery, erection and bracing of trusses and muss systems..see ANSp-TPIl Quality Criteria, DSB489 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314, Tampa FL 36610 I Job Truss S Ply Park H_m/Milan-1349-A or C Tl 3-325112 P1349AC A6 HIP 1 1b Reference 1"In., Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:36 2018 Page I ID:S_OpRO5ws414AkYA3UNGXPzr8by-Euhi3OKiQAsSDj1zwrIK3d2MgNsXhvAkoi)SpziF1n 1-0-0 7-5-4 14-4-0 15-8_0 22-6-12 i 30-0-0 7-5-4 6-10-12 1-4-0 6-10-12 7-5-4 1-0-0, Scale = 1 514 4X4 4x4 13 11 10 9 3x5 =1 X4 I 3x4 = 3x4 = 3x4 = lX4 3x5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.10 9-10 1999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.23 9-19 >999 180 6CLL 0.0 Rep Stress Incr YES W13 0,91 Horz(CT) 0.09 7 n1a nia BCDL 10.0 TCode FBC2017ITP12014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. WEBS 2x4 SP No,3 REACTIONS. (11hisize) 2= 1260/0-8-0, 7= 1260/0-8-0 Max Horz 2=1 57(LC 11) Max Uplift 2=-328([_C 12), 7=-328(LC 12) FORCES. (lb) - Max- Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2190/664, 3-4=-1508/545, 4-5=-1261/533, 5-6=-1508/545, 6-7=-2190/664 BOT CHORD 2-13=497/1890, 11-13=-497/1890, 10-11 =-236/1261, 9-1 0=-50611890, 7-9=-506/1890 WEBS 3-13=0/315, 3-11 =-7481308, 4-11 =- 146/412, 5-1 0=- 146/412, 6-1 0=-748/308, 6-9=0/315 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=30ft; eave=4ft; Cat. 11: Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interionl) 2-0-0 to 14-4-0, Exterior(2) 14-4-0 to 15-8-0, Interior(1) 19-10-15 to 31-0-0 zone:C-C for members and forces & MVVFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 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 (jt=lb) 2=328,7=328. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,pny Plectronic conies. Trt"s'k'Alb ' iniPEIN6,393 0i jBAik llg-e February 23,2018 WARNING - Vinhilydesig.re—ea—, ad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 r... 1010312015 BEFORE USE. * WOW Design valid for use only with MiTeke connectors, This design is based only upon parameters shown, and is for an individual building component. not a 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 n; to prevent buckling of individual truss web anchor 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 file Paw fabrication storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Smile 312, Alexandria, VA 22314. Tampa, FL 36610 FJobTruss Type Ply Park Sq 11mlMilan-1 319-A or C P 1349AC Ref( obRpfgn e igatuorlak j&__ _ -fce_ Mid - Florida Lumber, Barlow, FL 8130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:37 2018 Page 1 ID: S OpRO5ws4l4AkYA3UNGXPzr8by-i4F5"MLKBDnkUbnvbgR4ZYbrhm2wb4f4XOYL_FziFlm 1- M 6-5-4 17-8-0 23-6-12 30-0-0 6- 5-A 5-10-12 5-4-0 5-10-12 6-54 1-0-0 Scale = 1 52.1 5X5 3x5 = 4x4 4 21 22 5 12 11 10 9 5x5 = 3x8 = 3x5 = 5- 1 0-1Z 2Plate Offsets IX Y 4 0-0-ja n-2-41,111:0-2-8.0-3-01 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC; 0,44 Vert(LL) -0.10 10-11 >999 240 MT20 244/190 TCCjL 10,0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.21 10-11 >999 180 BOLL 0.0 Rep Stress Inch YES WB 0.54 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc, bracing. WEBS 2x4 SP No.3 REACTIONS, ( lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=-137(LC 10) Max Uplift 2=-328(LC 12), 7=-328(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown, TOP CHORD 2-3=-2235/722, 3-4=-1696/617, 4-5=-1420/600, 5-6=-1668/607, 6-7=-2236/722 BOT CHORD 2-12=-559/1939,11-12=-559/1939, 10-11=-331/1415, 9-10=-567/1940, 7-9=567/1940 WEBS 3-12=0/253,3-11=-585/258.4-11=-97/430,5-10=-101/430, 6-10=-603/262,6-9=0/262 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=25k 13=45ft; L=30ft, eave=4ft, Cat. 11: Exp B: Encl., GCpi=0.181 MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 12-4-0, Exterar(2) 12-4-0 to 21- 10-15, Interior(l) 21-10-15 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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 Ile uplift at joint(s) except Ot=lb) 2= 328,7=328. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,, pQy i,lectronic copies. Thomas k'Alb6hiPlE 'N6,303 O February 23,2018 WARNING, Verify design parvirm,hers, and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473rev .1010312015 BEFORE USE. Design valid for use only with MiTel,6 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 verity 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 andfor chord members only. Additional temporary and permanent bracing Mometle, is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the i fabrication, storage, delivery. erection and bracing of trusses and truss Systems See ANSUTPH Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alm ndna, VA 22314, Tampa, FL 36610 Job Truss Truss Type aw--Ply Park Sol Hm/Milan-1349-A or C tyP 1 349AC A8 HIP T13325154 1 1 1 I Reference . 1Lniall Mid- Flonda Lumber, Barlow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13 18,38 2018 Page 1 lDiS_ OpRO5ws4l4AkYA3UNGXPzr8by-AHpTUiMyyWvb5lM59OyJ6182dALoKbIDm2HuWziFlI 5- 5-4 10-4-0 19 30 15-0-0 19-8- -15 2 -0-0 -0-0 1- 0-0 5-5-4 4-10-12 4-8-0 4-&0 4-10-12 5-5-4 1 Zo Scale = 1 52,1 4x4 3x4 = 4x4 4 23 245 25 26 6 14 13 11 10 3x4 = 1X4 l 3x8 = 3x4 = 3X8 = 1 X4 I 3x4 12 4- 10-12 24- 6 LOADING ( Plq SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl Ltd PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0.30 Vert(LL) -0A9 11-13 >999 240 MT20 244/190 TCDL 1000 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.43 11-13 >846 180 BCLL 0 Rep Stress Incr YES WB 0,29 Horz(CT) 0.09 8 n/a n/a BCDL 10. 0 Code FBC2017fTP12014 Matrix -MS Weight 154 It, 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, 8=1260/0-8-0 Max Horz 2=-116(LC 10) Max Uplift 2=- 328(LC 12), 8=328(1-C 12) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=2272/75713-4=-1837/651, 4-5=-1590/633, 5-6=-1590/633, 6-7=-1837/651, 7-8=-2272/ 757 BOT CHORD 2- 14=-598/1982, 13-14=-598/1982, 11-13=-464/1723, 10-11 =-607/1982, 8-1 0=-607/1982 WEBS 3-13=-466/234, 4-13=-144/534, 5-13=-303/131, 5-1 1=-303/131, 6-11 =-144/534, 7-11 =-466/234 Structural wood sheathing directly applied or 3-8-3 oc purlins. Rigid ceiling directly applied or 7-6-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10L Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, lb=25ft; B=45ft: L=30t eave=4ft, Cat. II; Exp 6: Encl., GCpi= 0.181 MWFRS (directional) and C-C Extenori -0 -1-0-0 to 2-0-0. Intenor(l) 2-0-0 to 10-4, Extenor(2) 10-4-0 to 23-10-15, Intenor(l) 23-10-15 to 31-0-0 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=328,8=328. WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil- 7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTelo& connectors, This design is based only upon parameters shown..and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and,or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery..erection and bracing of trusses and truss systems, see ANSIrrPll Quality Criteria, DS"9 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 14 6 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on, any Plectronic copies. Thomas A;'Albgni'FEN6,393 ' ekUSA,IrC. LCert6 W 6904 Fa'TkttigttVd. TA February23,2018 mlwaff 6904 Parke East Blvd, Tampa, FL 36610 FJob Truss !Truss Type D oty Ply Park So H m/Milan- 134 9-A or P1349AC A9 HIP 1 I 1 T1 3325155 Job Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:18:39 2018 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8by-fTNri2MbjqlSivxlj5TYfzg9BZil33tN?ilS38ziFlk 21-8-0 25-6-12 ......___30-0-0 1-0-0 4-5-4 3-10-12 6-8-0 4-5-4 1-0-0 Scale = 1 521 4x8 1 X4 11 4x8 4 21 22 5 23 24 6 13 11 10 4x4 = 3x4 = 3x4 3X8 = 3x4 = 4x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.13 11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.74 Verl(CT) -0.27 10-19 >999 180 BCLL 0.0 Rep Stress Incr YES WIB 0,24 Horz(CT) 0,09 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -Ms 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, 8=1260/0-8-0 Max Horz 2=-96(LC 10) Max Uplift 2=-328(LC 12), 8=-328(LC 12) FORCES. (to) - Max. Comp./Max, Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-22661796, 3-4=-2002/695, 4-5=-2200/813, 5-6=-2200/813, 6-7=-2002/695, 7-8=-2266/796 BOT CHORD 2-13=-640/2002, 11-13=-465/1750, 10-11=475/1750, 8-10=-650/2002 WEBS 3-13=-297/199, 4-13=-47/387, 4-11=-208/623, 5-11=-460/241, 6-11=-207/623, 6-10=47/387. 7-10=-2971199 Weight: 149 111 FT = 20% Structural wood sheathing directly applied or 3-2-5 oc purlins. Rigid ceiling directly applied or 7-4-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=30ft, eave=4ft, Cat. 11 Exp 6: Encl., GCpi=0.18'MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 25-8-1 1, Interior(l) 25-8-1 lto 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 par 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 Ot=lb) 2=328,8=328, WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473,- 1010312015 BEFORE USE, Design valid for use only with MT connectors, This design is based only upon parameters shown, and is for armdradual building component not a truss system Before use, the building designer must vent, the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery..erection and bracing of musses and miss systems, see ANSIrTP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,aQy electronic copies. 1T1A1" h6mas'kAWni,P&ND,3$3 O; Mi U 6904 Piirkt£iikgly&T February 23,2018 MMITIM", 6904 Parke East Blvd. Tampa, FL 36610 Job — — Truss Truss Type City Ply Park Sq Hm/Milan-1 349-A or C A10 SPECIAL 1 1 T1 3325 6 0 efpFen o __qe oDa JQpr(l_,1L_ Mid - Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MfTelk Industries, Inc. Fri Feb 23 13:18:29 2018 Page 1 ID: S—OpRO5ws4l4AkYA3UNGXPzr8by-xYm3bdF,)31nsWNAN7?ICFsGQZXIUiPhvh8cwiiziFlu 1- 0-0 6- 4-0 6- 4-0 17- M 20-4-0 24-10-12__ 30-0-0 31_0_0 1 0-M -4- 4-6-12 Scale = 1 53,0 5. 6 13 12 11 3x4 1 X4 11 5X8 5x5 3x4 3x4 LOADING ( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10,0 LUMBER - TOP CHORD 2x4 SP No.2 BOT 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 FBC201 71TPI2014 REACTIONS. ( lb/size) 2=1 260/0-8-0, 8=1 260/0-8-0 Max Herz 2=1 09(LC 11) Max Uplift 2=-328(LC 12), 8=-328(LC 12) CS1. DEFL. in loc) Ildefl Lid PLATES GRIP TC 0.64 Vert(LL) -0.19 11-12 >999 240 MT20 244/190 c , 68 Veri(CT) -0.39 11-12 >921 180 W . ':' o 80Horz(CT) 0,09 8 n/a n/a M _ MS atrix-MS X 7Weight: 147 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-4 Be bracing. FORCES. ( lb) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2212/713, 3-4=-27261932, 4-5=-2726/932, 5-6=-319211114, 6-7=-2121/723, 7-8=-2260/723 BOT CHORD 2-13=-549/1909, 12-13=-549/1916, 11-12=-784/2753, 10-11 =-408/1611, 8-1 0=-572/1986 WEBS 3-13=0/266, 5- 1 1=-1592/619, 6-1 1=-718/2089, 6-10=-133/455, 7-10=287/178, 4-12=-358/187, 3-12=- 304/932 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, 13=45111 L=30ft; eave=4ft, Cat. 11, Exp B, Encl., GCpi=0. 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(l) 17- 0-0 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1_60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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 In uplift at joint(s) except Ot=lb) 2=328,8=328. A WARNING Verityalf-gro parameter. nd READ NOTES ON THIS AND INCLUDED A4ITEK REFERENCE PAGE M11.7473 —.1010312015 BEFORE USE. Design valid for use only with MiTenly conneclons, 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 verity the appli,i,ablity of design parameters and property incorporate this des ,gninto the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chore members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. sea ANSIrTPI1 Quality Criteria, OSS-89 and SCSI Building Component Safety Information available from Truss Plate, Institute, 218 N. Lee Street, Sure 312, Alexandria, VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,aQy qlectronic copies, Th6rnas A, AIbztrfi,PEN6.393 0 February 23,2018 mumlow" 6904 Parke East Blvd Tampa, FL 36610 Truss TypeJob arty Ply Park qHm/Milan-1349-AorCTr6Park T1332515 P1349AC lAll SPECIAL 1 1SP " " f-LIp, BhQ- - -Optlpr Mid -Florida Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:18:30 2018 Page 1 ID: S_OpRO5ws4l4AkYA3UNGXPzr8by-PkKRpzFxq3vj8XIZhipRn3pZwxbAStx2woLTE9ziFlt 50-0 20-4-0 24-10-12 30-M 1-0-0' 1-0-0 4-4-0 5-4-0 5-A -0 5-4-04-6-12 5-1-4 1-0-0, Scale = 1 510 4x4 = 15 14 — 12 11 10 3x4 1 X4 4x10 = 4x8 MT20HS 1 X4 4x8 1 X4 11 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 Except* 3-5: 2x4 SP No. 1 BOT CHORD 2x4 SP No. 1 WEBS 2x4 SP No.3 CS'. DEFL. in fee) I/defl Lid PLATES GRIP TC 0.80 Vert(LL) -0.33 12-14 >999 240 MT20 244/190 BG 0.84 Vert(CT) -0.66 12-14 >549 180 MT20HS 187/143 WEI 0.13 Horz(CT) 0.13 8 ma n/a Matrix -MS Weight: 147 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oe purfins. BOT CHORD Rigid ceiling directly applied or 6-1-4 oc bracing. WEBS 1 Row at midpt 5-11 REACTIONS. (lb/size) 2=1519/0-8-0,8=1338/0-8-0 Max Herz 2=109(LC 7) Max Uplift 2=411([-C 8),8=-355(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-28971728, 3-4=-4311/1130,4-5=-4311/1130, 5-6=-2071/541, 6-7=-2067/550, 7-8=-2457/602 BOT CHORD 2-15=-578/2543, 14-15=-575/2555, 12-14=-1074/4589, 11-12=-1077/4583, 10- 11 =-460/2147, 8-1 0=-460/2148 WEBS 3-15=0/281, 3-14=-495/1902, 4-14=453/224, 5-14=-616/46, 5-11 =-3021/805, 6-11 =-355/1486, 7-11 =-432/145 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, B=45ft, L=30ft, eave=4ft, Cat. 11; Exp B, Encl., GCpi=O. 1 8; MWFRS (directional), Lumber DOL=l .60 plate grip DOL=l .60 3) Provide adequate drainage to prevent water pending, 4) All plates are MT20 plates unless otherwise indicated, 5) This truss has been designed for a 10.0 pal' 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 (jt=lb) 2=411,8=355, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 to up at 4-4-0, 77 lb down and 68 lb up at 5-1-14, 77 lb down and 67 lb up at 7-1-14, and 77 lb down and 67 lb up at 9-1-14, and 77 lb down and 67 to up at 10-8-6 on top chord, and 42 lb down at 4-4-0, 27 lb down at 5-1-14, 27 lb down at 7-1-14, and 27 111 down at 9-1-14, and 27 111 down at 10-8-6 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 lncrease=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-9=-60, 16-19=-20 WARNING verity design P..—I.I. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTelcgi connectors, This design is based only upon parameters shown, and is for an individual building component. not a b." systfnd, Before us., the building designer must verity 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 pricier chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery. erection and bracing of tresses and truss systems, see ANSIITPII Quality Criteria, DSB49 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on-priy l;flectronic copies. iMiYek',JSA', 66--e 3904 pitdftlik64'4 TXJK-rii;i February 23,2018 IMPT01C. 6904 Parke East Shoi, Tampa..FL 36610 Job Tuss Ply 1 Park So Hm/Milan- 1 349-A or C T13325151A"C _—SPECIAL 7- Type Job Reference 9 a Mid-Flonda Lumber, Ballow FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:30 2018 Page 2 ID: S_OpRO5ws4l4AkYA3UNGXPzr8by-PkKRpzFxq3vj8XIZhipRn3pZwxbAStx2woLTE9ziFlt LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-57(F) 15=42(F) 22=-37(F) 24=-37(F) 25=-37(F) 26=-37(F) 28=-22(F) 29-22(1`) 30=-22(F) 31 =-22(F) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473—. 1010312015 BEFORE USE. Design valid for use only with MiTelS, connectors. This design is based only upon parameters shown and is for an individual building component. not a tress system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building des,gh. B;-ac,hgindicated ,s to prevent buckling d,,temporaryngoftrussweband/or chord members only. Additional temporaand permanent bracing 0 is always required for stability and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the lmw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 36610 Job T_ Truss Type Oty PIY ilan49-A or C T13325158 P1349AC B1 COMMON 4 1 I,Reference tion (DD p>a Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:40 2018 Page 1 ID S_Op RO5ws414 AkYA3UN GXPzr8by-7fxDvO NDT891 L3 WUGp_nBADLmzO Po WU WD Lm?baziF 1 i A-S-12 9-4-0 4-8-12 -- i--- 4-7-4 -—— 13-11-4 19-0-0 20-0-0 4-7-4 .- 5-0-12 Scale = 1:34.3 4x4 _ 3x5 = 5x8 = 3x5 J Qom_ 9-4-0 Plate Offsets (X Y}_ 14:0 2.8 03-0 5.0-2-10.0-1-81 f7:0 4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 I CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 10.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.21 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left. 2x4 SP No.3 REACTIONS. (lb/size) 1=758/0-8-0, 5=822/0-8-0 Max Horz 1=100(LC 10) Max Uplift 1=-180(LC 12), 5=-224(LC 12) FORCES. 0b) - Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown. TOP CHORD 1-2=-1244142612-3=-942/334, 3-4=-9461325, 4-5=-1262/420 BOT CHORD 1-7=-293/1062, 5-7=-308/1104 WEBS 3-7=-145/564, 2-7=-338/199, 4-7=-380/212 DEFL. in (loc) War Lid PLATES GRIP Vert( LL) 0.14 7-13 >999 240 MT20 244/190 Vert( CT) -0,32 7-13 >722 180 Horz( CT) 0.03 5 n/a n/a Weight: 84 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf: h=25ft: B=45ft, L=24ft, eave=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12- 4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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 (jt=lb) 1= 180,5=224. WARNING V aY design Pa etars aand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1t 7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek@ connectors,This design is based only upon parameters shownand is for an individual building component, not a truss system. Before use the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated -s to prevent buckling of individual truss web anchor chord 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPit Quality Criteria, DSB-99 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314_ This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,any (., lec>ronic copies. Thomas A Albani PE N6,393 4j Ml''ek t)SA i tc F ' On 6S $1 . 6994 Parke t`@lecl Ta —31610 February 23, 2018 M a We k' 6904 Parke East Blvd, Tampa, FL 36610 Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or CJob P1349AC IB2 HIP 1 T13325159 1 b Reference (o to Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:18:41 2018 Page 1 I D: S_OpRO5ws414AkYA3UNGXPzr8by-bsVb6kOrE R119yD5gq WV 1 kOmXeNO_Xz4gS?WY70ziF 1 i 8-8-0 10-0-0 14-2-12 19-0-0 20.0-0 4-5-4 4-2-12 1-4-0 4-2-12 4-9-4 Scale = 1:34.9 4x4 = 4x4 = p1 3x5 = 4x5 = 4x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 TCDL 10.0 Lumber DOL 1.25 BC 0.69 BCLL 0.0 Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2017(TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3 REACTIONS. (lb/size) 1=758/0-8-0, 6=822/0-8-0 Max Herz 1=-94(LC 10) Max Uplift 1=180(LC 12), 6=-224(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1259/462, 2-3=-972/371, 3-4=-819/363, 4-5=-978/361, 5-6=-1293/479 BOT CHORD 1-10=-333/1080, 8-10=-159/819, 6-8=-366/1137 WEBS 2-10=-3261216, 3-10=-82/256, 4-8=-85/301, 5-8=-384/235 DEFL. in (loc) bdefl L/d PLATES GRIP Vert(LL) -0. 13 8-16 >999 240 MT20 244/190 Verl(CT) -0. 29 8-16 >794 180 Horz(CT) 0. 03 6 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=24ft, eave=oft; Cat. II; Exp B. Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2) 8-8-0 to 10-0-0, Interjor(1) 14-4-11 to 20-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 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 Ot=lb) 1=180,6= 224. WARNING . Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ni6.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Woke, 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated m to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricationstorage. delivery, erection and bracing of trusses and truss systems. see ANSI1TPll Quality Criteria, DS849 and SCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,any Oectronic copies. ThomasA AlbaniPENo.3E3 G A i Lek USA I )c;`fiL Celt 6K 6$Q4 Pa€k E6sf 81vtl. TA8 OfilR February 23,2018 Paw, 6904 Parke East Blvd, Tampa, FL 36610 J Fuss Type Q yPad` So HmMdan 1349AC lB3 T1 112116, opig..' Mid - Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc- Fri Feb 23 1318:42 2018 Page 1 ID: S—OpRO5ws4l4AkYA3UNGXPzr8by-322_K4PT?IQOaNgsOEOGGbicinieGQOphfF6fTziFlh 3- 5-4 6-8-0 12-0-0 15-2-12 20-M 3- 5-4 3-2-12 5-4-0 3-2-12 3-9-4 1-0-0 Scale = 1 33,2 4x5 = 4x8 3 17 18 19 4 71 4x4 = 3x8 = 4X4 — 3x4 = 4x4 = LOADING ( psf) SPACING- 2-0-0 CS1. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Verl(LL) -0.09 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.80 Vert(CT) -0.19 8-10 >999 180 BCLL OLO Rep Stress Incr NO WB 0,25 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS T Weight: 90 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins. 3- 4 2x4 SP No. 1 BOT CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1=1376/0-8-0, 6=1418/0-8-0 Max Horz 1=-75(LC6) Max Uplift 1=-394(LC 8), 6=431(LC 8) FORCES, ( lb) - Max. Comp./Max. Ten. - All forces 250 (11a) or less except when shown. TOP CHORD 1-2=-2512/750, 2-3=-2392/732, 3-4=-2147/687, 4-5=-2447/746, 5-6=-2640/784 BOT CHORD 1-10=-592/2169, 8-10=-555/2189, 6-8=-632/2331 WEBS 3-10=-44/602, 4-8=-64/664, 5-8=-274/89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-110; Vult=140mph (3-second gust) Vasd=108mph ' TCDL=4.2psf; BCDL=3.Opsf ' h=25ft, B=45ft, L=24ft; 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 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 Ila uplift at joint(s) except Ot=lb) 1= 394, 6=431, This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 6- 8-0, 97 lb down and 106 lb up at 8-8-12, and 97 lb down and 106 lb up at 9-11-4, and 189 lb down and 204 lb up at 12-0-0 on top electronically signed and chord, and 327 lb down and 97 Ito up at 6-8-0, 66 lb down at 8-8-12, and 66 lb down at 9-11-4, and 327 111 down and 97 lb up at sealed by Albani, Thomas, PE 11- 11-4 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others, using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-3=-60, 3-4=-60, 4-7=-60, 11-14=-20 on,, aoy qlectronic copies. ConcentratedLoads (lb) M Vert: 3=-142(F) 4=-142(F) 10=-327(F) 8=-327(F) 18=-97(F) 19=-97(F) 20=-41(F) 21=-41(F) 1' Tho,jqas4,'AWDiPE-N6.$j SA, 1qc "I-J , ,, _FL-VCert , '' _ ek, TN43361 lip February 23, 2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mil el,(Lr connectors. This design is based only upon parameters shown, and is for an individual building component, not milov, a trusssystem. Before use, the building designer must early 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 M is always required for stability and to prevent collapse w"h possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems so. ANSIITPII Quality Criteria, OS"9 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate instable 218 N. Lee Street, Suite 312, Al-andua, VA 22314, Tampa, FL 36610 Job Truss Truss Type Park Sq Hm/Milan- 1 349-A or Cs T13325161 P1349AC C 1 SPECIAL nce Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTelk Industries, Inc. Ed Feb 23 13:18:42 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-322_K4PT?IQOaNgsOEOGGbikoin_GMrphfF6fTziFlh 4 -41 4-11-4 1-4-0 0-4-12 4-6.8 41 'l 2 4x4 = 3x4 =3x4 Scale 1/4"=1' 6,00 ['12 3 1 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOE 1.25 TC 0.28 TCDL 10.0 Lumber DOE 1.25 BC 0A5 BCLL 0.0 Rep Stress Incr NO W3 0.48 BCDL 10.0 Code FBC2017/-rPi2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 3x4 = 1.5x4 11 9 8 DEFL. in (loc) I/defl L/d Vert(LL) 0.02 11-12 >999 240 Vert(CT) -0.04 11-12 >999 180 Horz(CT) -0.02 9 n/a BIB PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-6-8 except Ot=length) 12=0-74. 11h) - Max Harz 12=-1 50(LC 6) Max Uplift All uplift 100 to or less at joint(s) 9, 8 except 12=416(1_C 8), 1 0=-1382(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9, 9, 8 except 12=435(LC 17), 10=794(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-243/347, 3-4=-149/337, 4-5=-201/363, 2-12=-387/382 BOT CHORD 5-10=-685/938 WEBS 5-11 =-816/443, 2-11 =-359/156 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, B=45111 L=24ft, eave=4ft Cat. III Exp B, Encl., GCpi=0.18, MWFRS (directional): end vertical left exposed, porch left exposed, Lumber DOL=1 .60 plate grip DOL=1.60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10,0 pair bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI I 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) 9, 8 except Ot=lb) 12=416.10=1382. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 206 lb up at 4-11-4, and 137 Ity down and 206 lb up at 6-3-4 on top chord, and 149 Ile down and 632 lb up at 4-11-4, and 149 lb down and 647 lb up at 6-2-8 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 lncrease=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4-60, 4-6=-60, 6-7=-60, 10-12=-20, 8-9=-20 A WARNING, Verify design pa meters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTelex) connectors. This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and peornahern bracing is always required for stability and to prevent collapse with possible personal injury and progeny damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified prLaQy electronic coples. TKongas'A;'AIb6ni,PE:No , 3,3 0 February 23,2018 IMI00t, W 6904 Parke East Blvd, Tampa, FL 36610 Job FTruss Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Fn Feb 23 13:18:43 2018 Page 2 LOAD CASE(mmandard Concentrated Loads m* WARNING Verity design P., .. I.. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTelig connectors, This design is based only upon parameters shown, and is for an individual building component, net NoatrusssystemBefore -ethe building designer must verity the applicability of design parameters and properly incorporate this design into the overall Mae buildingdesign, Bracing indictned is to prevent buckling of individual tress web and/or chool members only, Additional temporary and porrearient bracing a 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 buss systems see ANS[ITP11 mwP a=o Safety ____ navailable from _Truss Plate matinee, .-- Lee —_—`^~ _~~~~--A~~— / Tampa. FIL 36610 Job P1349AC Type QtY Ply I Park So Hm/Milan- 1 349-A or C Tl 3325162 Mid -Florida Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:43 2018 Page 1 ID:S—OpRO5ws4l4AkYA3UNGXPzr8by-XEcMXPP5m3YtCWF 3yxYVpprvgB8y?qLyvJ?fCvziF1g 1-0-12 4-11-4 1-4-0 GF4-1 4-6-8 1- 12 4x4 = 3x4 3 4 5 3x4 C 6.00 112 6X6 = 1,5X4 11 Scale = 1 47.3 4-11 A-4 plate Offsets — 4 0-2-0 Q- -AS LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Verl(LL) 0.03 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.04 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(CT) 0.03 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS L Weight 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 5-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 9-10. REACTIONS. (lb/size) 8=248/0-34, 12=418/0-74, 9=729/0-7-4 Max Horz 8=235(LC 7) Max Uplift 8=-204(LC 5), 12=-462(LC 8), 9=-1 163(1-C 6) Max Grav 8=358(LC 13), 12=441(LC 17), 9=729(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (11h) or less except when shown, TOP CHORD 4-5=-194/388, 3-4=-1531375, 2-3=-248/388, 6-8=-311/211, 2-12=-393/423 BOT CHORD 9-10=-688/1012, 5-10=-646/827 WEBS 5-11=-680/440, 3-11 =-258/50, 2-11 =-261/161 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, B=45ft; L=24ft, eave=4ft, Cat. 11, Exp 61 Encl., GCpi=0.18, MWFRS (directional); end vertical left and right exposed: porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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 Ila uplift at joint(s) except Ot=lb) 8= 204,12=462,9=1163. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 187 lb up at 6- 3-4, and 137 lb down and 206 lb up at 4-11-4 on top chord, and 55 lb down and 246 lb up at 6-3-4, and 149 Ito down and 632 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pff) Vert: 4-6=-60, 6-7=-60, 3-4=-60, 1-2=-60, 2-3=-60, 8-9=-20, 10-12=-20 Concentrated Loads (lb) Vert: 4=-83(B) 3=-90(B) 11 =-149(B) 13=-54(B) WARNING - Verify design psurano.l.r. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 fev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown..and is for an individual building component, not a truss system, Before use the building design., must verity 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 andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tzubncig; on storage..delivery bracing erectionandbrang of trusses and truss systems, see ANSIfTPIl Quality Critena, DSB-89 and SCSI Building Component Safety nrommided available from Truss Plate Institute, 218 N. Lee Street, SuNe 312, Alexandria VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on., any lectronic copies. Jh6mi$ A'Albini'FE146393 Oi 66 7t," February 23, 2018 mmapewl 6904 Parke East Blvd. Tampa FL 36610 Job P1349AC jCJ1 Type Qty Ply Park Sci Hm/Milan- 1 349-A or C T13325163 10 i Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:44 2018 Page 1 ID:S—OpRO5ws4l4AkYA3UNGXPzr8by-?RAkllQjXMgkpgqFVe3kLO07naaNkNp68zkDkLziFif 1-0-0 1-M 2x4 = T LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1,25 TO 0.07 Ven(LL) 0,00 5 '999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP T LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-8-0, 4=0/lvlechanical Max Herz 2=42(LC 12) Max Uplift 3=3([-C 9)12=-73(LC 12) Max Grav 3=1 1 (LC 17), 2=1 30(LC 1), 4=1 2(LC 3) FORCES. (11b) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. Scale = 1 7.0 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purfins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3,Opsf, h=25ft, B=45ft, L=24ft, eave=4ftl Cat, 11, Exp B. Encl., GCpj=0.18, MWFRS (directional) and C-C Exterior(2) zone'C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 11a uplift at joint(s) 3, 2, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,aQy electronic copies. t ThDmas"Ac AlbtiniPE N6.3N 01 6904 pitdft,€A`131vd: :T -33610 February 23,2018 ACk WARNING - Verity diisitirt parameters ..d READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411,7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekg, connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use., the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web author chord members only. Additional temporary and permanent bracing i is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage dairy" ii,ecuod and bracing of misses and buss systems, ANSlfTPIl Quality Criteria, DSB49 and BCSI Building Componentnt Safety Information available from Truss Plate Institute, 218 N. Lee Street, Stile 312, Alexandria, VA 22314, Tampa FL 35610 Truss Type T 9 A or CJobTT ',Ply Park Sq HirrilMilah ii T1 3325164 P1349AC I ' m 10J3JACK RatesL-- jLb rg D a ( to, 11L Mid-Floncia Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:45 2018 Page 1 ID:S—OpRO5ws4l4AkYA3UNGXPzr8by-Tdk6y5RLIgobRqPR3MazuEV.IA—vbTq3FNdUniGoziFle 140--o—, T. 3-0-0 1-0-0 3-0-0 Scale 1"=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20,0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1,25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanir-al, 2=188/0-8-0, 4=36/Mechanical Max Herz 2=74(LC 12) Max Uplift 3=-34(LC 12), 2=-66(LC 12) Max Grav 3=71 LC 1), 2=1 88(LC 1), 4=52(LC 3) FORCES. (11a) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Verl(LL) -0.00 4-7 >999 240 MT20 244/190 Vefl(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Opsf, h=25ft, B=45k L=24ft: eave=4ft, Cat. 11, Exp 6, Encl., GCpi=0.181 MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 11b uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,aQy electronic copies. Tho.mas'k'AIb;iniPEN6.393 Or IMI ek SAjnc,I`LCsr1 February 23,2018 AWARNING, Verity design parameters ..dREADNOTES ON THIS AND INCLUDED MIT REFERENCE PAGE MIIJ473 rev. 1010312015 BEFORE USE. Design valid for use only with leuTekS 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 venN, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing ,bd..aIdd,s to prevent buckling of individual truss web andJor chord members only. Additional temporary and pe"anent bracing s allays required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems..see ANSpTPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra VA 22314, Tampa. FL 36610 ITruss IPly I Park Sq Hm/Milan- 1 349-A or CJobTrusslyeOly P 1 349AC CJ3A JACK 7 1 T13325165 R qfer ce _JartLQqqL Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Feb 23 13:18:45 2018 Page 1 ID:S_OpRO5ws4)4AkYA3UNGXPzr8by-Tdk6y5RLigobRqPR3MazuEwGl_v5TpHFNdUmGoziFle 1 -0-12 2-11-4k-- Scale = 1 2T6 1,!)x4 11 3x4 LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 5-6 999 240 TCDL N Lumber DOL 1.25 BC 011 Vert(CT) 0-01 5-6 999 180 BCLL 00 Rep Stress Incr YES We 0.11 Horz(CT) 0.01 3 File n/a BCDL 10.0 Code FBC2017[TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. (lb/size) 6=198/0-8-0. 3=66/Mechanir-al, 4=27/Mechanical Max Herz 6=216(LC 12) Max Uplift 6=-l(LC 10), 3=-52(LC 12),4=-170(LC 12) Max Grav 6=198(LC 1), 3=81(LC 17),4=137(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (11h) or less except when shown. WEBS 2-5=-240/386 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=25ft, B=45ft, L=241`11 eave=4ft, Cat. II; Exp B, Part. Encl., GCphF0.55, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 2-10-8 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6, 3 except Ot=lb) 4=1 70. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on-anyQ,lectronic copes. I Th6rnas'A7AIb;iniPEN6,393 0, k 6904 February 23,2018 ACLWARNING- Van tyriesign P.—hers and READ NOTES ON rHIS AND INCLUDED MITEK REFERENCE PAGE M11-7473,- 101031201S BEFORE USE, Design valid for use only with Mfroke, connectors. This design is based only upon parameters shown and is for an individual building component not a truss System, Before Use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of Individual Imas web andior 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 fabbcatnu, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N, Lee Street, Suite 312. Alexandria, VA 22314, Tamp., FL 36610 0, TrusS Truss Q Ply ' 1 1 s Type ] T13325166J Park Sri Hm/Milan- 1 349-A or C Job_Rpferenceoptiortail P131.11C CJ3B 'A Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. FIT Feb 23 13 18 46 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzrBby-xplUARS_3—ws3_zed35CRRTLpOE9CESPcHDJpEziFld 1-0-12 1-4 1 2-11-4 6,00 5_2 Scale = 1 37,9 6 4 1,5.4 11 6X6 = LOADING (PSO SPACING- 2-0 0 CS1. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Veri(LL) 0.01 5-6 '999 240 TCDL 10.0 Lumber DOL 1. BC 0.18 Vert(Cl) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.02 3 nya n/a BCDL 10.0 Code FBC2017 TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=198/0-3-4,3=66/Mechanical,4=27/MechanicaI Max Herz 6=212(LC 12) Max Uplift 6=-69(LC 10), 3=-31 (LC 12), 4=-263(LC 12) Max Grav 6=218(LC 19), 3=66(LC 1), 4=192(LC 10) FORCES. (11b) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-369/205 WEBS 2-5=-350/565 PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10' Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf: BCDL=3.Opsf, h=25111 B=45ft, L=24ft, eave=411L Cat. It, Exp B: Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-114 to 2-10-8 zone, end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 gsf 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) 6, 3 except Ot=lb) 4=263. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature, Printed copies of this document are not considered signed and sealed and the signature must be verified gn.any electronic copies. Thom4kAlbaniPE-No,3c 0 169D41 February 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE JWI-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mil elefr 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 venfy the applicability of design parameters and properly incorporate, this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M06 fabroartion, storage, delivery, erection and bracing of trusses and mass systems see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 218 N. Lee Street, Suite 312. Alexandria VA 22314, Tampa FL 36610 ob Truss Truss Type QtyQty Ply Rark Sq Hm/Milan- 1 349-A or C T13325167 349AC CJ4 JACK 1 1 Rgference o.., t.n.1__ Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:18:47 2018 Page 1 I D: S_OpR05ws4l4AkYA3UNGXPzrBby-QOstNnTcgH2Jg8Yq BncRzfOaKoZHxkZYgxztLgziF 1 c 4T8-0 _ n 4-8-0 Scale = 1:17.1 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Herz 1=77(LC 12) Max Uplift 1=-21(LC 12). 2=-66(LC 12), 3=-l(LC 12) Max Grav 1=184(LC 1), 2=124(LC 1), 3=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mphi TCDL=4.2psf: BCDL=3.Opsf; h=25ft; B=45t L=24ft: eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Alban', Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,.any electronic copies. Thomas A Alban' FE No.393 MiPek;SA, Ic.'F Cart 66 ah. 6904 Pitirkfiaf lvit TaPei l S361a February 23,2018 WARNING • Verity des'9 parameters READ NOTES ON THIS AND INCLUDED M7TEK REFERENCECE GE IIJ473 rev. SO/03!2013BE ORE USE. lI Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer most verify 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 a' gq e:' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the $6'a ee, fabrication. storage, delivery, erection and bracing of trusses and truss systems. see ANSI TPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312 Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T13325168 P1349AC GJ5 JACK 7 1 Jo„bRgf,r Mid-Flonda Lumber, Bartow, FL. 8A30 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:47 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-QOstNnTcgH2Jg8YgBneRzfOZ3oYAxkzYgxztLgziF 1 c 5-G-0 —_ n--------- 1-0-0 5-C-0 Scale = 1-.17.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. T DEFL, in (loc) I/defl 'L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-8-0. 4=64/Mechanical Max Herz 2=108(LC 12) Max Uplift 3=64(1_C 12), 2=-73(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft, 6=45ft, L=24ft, eave=oft; Cat. 11; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interfor(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on.,any electronic copies. TFomas A Albani'PE No.393 4; JR9iliriBA,Ir)c.LCett66,, 6904 Parkf fAt'IW8: T-NPfF1"3S_61A February 23,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke, connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system_ Before use,. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing oao.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabocalion, storage, delivery. erection and bracing of trusses and tmss systems. see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314. Tampa, FL 36610 i Job ss Tr uss Type ply lark Sq Hm/Milan- 1 349-A or C P1349AC _CMJAJACK 7 T13325169 obReIgue Qc, optional) L___ Mid- Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mil ek Industnes, Inc. Fit Feb 23 13:18:48 2018 Page 1 ID: S_OpRO5ws4l4AkYA3UNGXPzr8by-uCQFa7TEbbAA]l7OkU7gWsYcTCrLfBph3biQt6ziFlb I - 0-1li2 0'11 ,' 0- 11-4 6. 00 Fli- Scale = 1 223 4x5 = T LOADING ( pso SPACING- 2-0-0 CSI. j DEFL. in loc) I/defi Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0.85 Ven(LI-) -0.00 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.00 4-5 >999 180 BOLL 0 0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.10 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MR Tmm111 J Weight: 9 lb FT = 20% LUMBER. BRACING- TOP CHORD 2x4 SP No.2 TOP, CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Iblsize) 5=160/0-8-0,3=-27/Mechanical,4=2/MechanicaI Max Herz 5=171(LC 12) Max Uplift 5=-233(LC 10), 3=-155(LC 12), 4=254([_C 12) Max Grav 5=333(LC 12), 3=1 10(LC 10), 4=197(LC 10) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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=25ft, 6=45ft; L=24ft; eave=4ft; Cat. II; Exp B ' Part, Encl., GCpi=0.55 MWFRS (directional) and C-C Extenor(2) zone; end vertical left exposed,C-C for members and force, & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Otzzlb) 5=233, 3=155,4=254. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,any electronic copies. Thornis'k" Albani'PE-No.393 copies. Jkife' ku A, c% I" Cori 66 February 23, 2018 A'WARNING- Verify design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473o., 1010312015 BEFORE USE. Design valid for use only with MiTelelf, connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Noun building design, Bracing indicated is to prevent buckling of individual truss web and/or or chordmembers only. Additional temporaryand permanent bracing Is always required for stability and to prevent collapse wrth possible personal injury and properly damage. For general guidance regarding the fabrication, storage.. delivery, erection and bracing of trusses and truss systems see ANSVTPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa FL 36610 Job !Truss Truss Type CftvV_Ply Park WC T1 33,25170 P1349AC CJB JACK1 1 L .1b Reference{. Mid -Florida Lumber, Bartow, FL. 8-130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:49 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-MO_doTUsMvllwSiDiCev245tOb6zOd3riFS-PZziFla F-1-0-12 0-114 1-0-12 0 14 6.00 F1_2 Scale = 1 312 4 4x8 := LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.46 Vert(LL) 0,00 4-5 999 240 TCDL 10.0 Lumber DOL 1,25 BC 0.75 Vert(CT) 0.00 4-5 999 180 BCLIL 0.0 Rep Stress Incr YES Vi 0.00 Horz(CT) 0A6 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 5=177/0-3-4.3=-37/MechBnfca[, 4-7/Mechanical Max Herz 5=181(LC 12) Max Uplift 5=-524(LC 10), 3=-300(LC 12),4=-484(LC 12) Max Grav 5=716(LC 12), 3=207(LC 10), 4=379(LC 10) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (11h) or less except when shown. TOP CHORD 2-5=-373/263 PLATES GRIP MT20 244/190 Weight: 17 to FT = 20% Structural wood sheathing directly applied or 0-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 9-11-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2pst'; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft: eave=4k Cat. 11. Exp B; Encl., GCpi=0,18, MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) except Ot=lb) 5=524,3=300,4=484. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on -any 0, ectronic copies. Thomas A, AlbaniPE-N6,391 0 V ek If)c'FLCert66Ce Ta February 23,2018 AWARNING- Verify design p....1— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building design., must verity the applicability of design parameters and properly incorporate this design into the overall 10— Is always required for stability and to prevent collapse w0h possible personal injury and properly damage. For general guidance regarding the alebuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chordmembers only, Additional temporary and permarent bracing fahr storage delivery, erection and bracing of trusses and truss systems, see ANSIFTPH Quality Criteria, 6904 Parke East Blvd, DSB-89 and BCSI Building Componentfabrication. , Information Tampa, FL 36610SafetynnflationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tru ss Truss TypeJobTruss Qb7 Ply Park So Hm/Milan-1349-A or C P1349AC FT1 SPECIAL 21 T13325171 Mid-Flonda Lumber, Barlow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Ed Feb 23 1318:50 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-qbX??pVU7CQuXbHPsvA8bHe5g?Wm7za—Vv'vBXy?ziFlZ l___34-8 7-5-4 3-9-8 3-7-12 3-9-8 Scale = 1, 191 3x5 = 3x4 = 3X4 = 1,5X4 II 1 9 10 2 11 12 3 13 14 4 1.5X4 11 3x4 = 3-7-12 3-9-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d MT20 PLATES GRIP 20. TCLL 0 Plate Grip DOL 1.25 TC 0.30 Verl(I-L) -0.04 6-7 >999 240 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.46 Vert(CT) -0.07 6-7 >999 180 i BCLL OLO Rep Stress Incr NO WB 0.49 Horz(CT) 0.011 5 n/a n/a 1 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS j Weight: 116 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=1531/0-8-0, 5=1619/0-3-8 Max Uplift 8=-520(LC 4), 5=-506(LC 4) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1457/513, 1-2=-2445/808, 2-3=-2487/802 BOT CHORD 6-7=808/2445, 5-6=-80212487 WEBS 1-7=-854/2595, 2-7=808/339, 3-6=-541424, 3-5=-2637/853 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf, h=25flL B=45ft, L=24ft, eave=4ft, Cat. 11 ExpB'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 fit between the bottom chord and any other members. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8= 520,5=506. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 65 lb up at sealed by Albani, Thomas, PE 8- 1-7, 155 lb down and 57 to up at 10-1-7, 271 lb down and 99 lb up at 5-0-0, 271 lb down and 99 to up at 6-2-8, and 333 lb down using a Digital Signature, and122lbupat1-1-0, and 198 lb down and 73 lb up at 3-1-0 on top chord, and 22 11h down and 12 lb up at 1-1-2, 116 lb down and Printed copies of this 41lbupat3-1-2, 182 lb down and 53 lb up at 5-1-2, 182 lb down and 53 lb up at 7-1-2, and 182 lb down and 53 lb up at 9-1-2, and 187 lb down and 47 lb up at 10-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of document are not considered others, signed and sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase= 1.25 on,pny lectronic copies. Thomis' A AlWhi P&N6,3U O Uniform Loads (pff) I` 'Cort 66 Vert: 1-4=-60, 5-8=-20 6904 Dailkt'>;ash February 23,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Wi1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO 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 verity the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of Individual miss 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 properly damage. For general guidance regarding ilia M Pew fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Type Ply Park Scl Hm/Milan-1349-A or CFJobTrussCity - T1332517 P1349AC iFT1 ISPECIAL 1 Job Reference I*naI Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:50 2018 Page 2 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-qbX??pVU7CQuXbHPsvA8bHe5g?Wm7za-WVBXy?ziFlZ LOAD CASE(S) Standard Concentrated Loads (1b) Vert: 9=-333 10=-198 1 1=-271 12=271 13=-1 78 14=-155 15=-22(B) 16=-1 16(B) 17=-182(6) 18=-182(B) 19=-182(B) 20=-187(B) A WARNING - V.,firyd—atep—niat—ad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Wiske connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M ional W fabrication, storage, delivery, erection and bracing of tresses and truss systems, sea ANSIrTPI1 Quality Criteria, DSB-89 and BCS] Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insliflubs, 218 N. Lee Street, Suite 312, Alexandria VA 22314, j Tampa, FL 36610 Job __ JT russ [Truss Type Q Ply Park Sq Hm/Milan-1349-A or C i T13325172 P13A9AC 4IJACK 4 1 a R f rencgjgptionall Mid - Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:50 2018 Page 1 I D:S_OpRO5ws414AkYA3UNGXPzr8by-qbX??pVU7CQuXbH PsvA8bHe6Y?ak741_WvBXy?ziF 1 Z 4- 3-15 4- 3-15 Scale = 1:15.A 2x4 LOADING ( psi, SPACING. 2-0-0 csL DEFL, in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 3-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.04 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WE; 0.00 Horz(CT) 0.00 2 ma n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. ( lb/size) 1=171/Mechanical, 2=112/Mechanical, 3=59/Mechanical Max Horz 1=71(LC 12) Max Uplift 1=-22(LC 12), 2=-57(LC 12), 3=-2(LC 12) Max Gray 1=171(LC 1), 2=112(LC 1), 3=79(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 14 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-3-3 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 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) 1, 2, 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on„ any electronic copies. Tiwmss A Albaal PE:No.333 0 I49i ek 35A Inc.'FL Cart 66 , r, 6904RarkEilvd. C4361Q February 23,2018 WARNING - Verif deli n ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411 rev. 1010312015 BEFORE USE. Y9PDesign valid for use only with MiTekS 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss 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 INTew fe brication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Instaute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Ply Park Sq Hm/Milan- 1 349-x7or CTrussjollyFj-ob----- —11pe T13325173 Fit 349AC J5 JACK i4 17 b Ref once Lo tipt pal Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:18:51 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-ln5ND8W6uWY191sbQdhN8VADTPVVsVs8lZx4URziFlY 1-0-12 4-11-4 1-0-12 4-11-4 Scale 3/8-1' 61. 5x4 I 1 4 3x4 4- 11-4 LOADING ( ps SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d TCLL 20,0 Plate Grip DOL 1,25 TC 0.49 Vert(LL) 0L03 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.06 5-6 946 180 BCLL 0.0 Rep Stress Incir YES WB 0.13 Horz(C—) 0,01 3 n/a n/a BCDL 10,0 14 CodeFBC2017/TP120 Matrix MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SO No.2 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. ( lb/size) 6=271/0-8-0, 3=133/Mechanical, 4=47/Merhaniral Max Horz 6=262(LC 12) Max Uplift 6=-1(LC 8), 3=-108(LC 12), 4=1 19(1-C 12) Max Grav 6=271(LC 1), 3=156(LC 17), 4=124(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-296/187 WEBS 2-5=228/361 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11, Exp B, Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-12 to 1-11-4, Interior(l) 1-11-4 to 4-10-8 zone, end vertical left exposed:C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) 6 except Ot=lb) 3= 108,4=119. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,, any electronic copies. ni jhoaS'A7'Alb4niPE:Na,Zn Ot 1' klyir js Inc" t-' is"I69044,kfi'i13610y&T&eN February 23, 2018 A WARNING • Verify design mr—per. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M71-7473 r— 10103(2015 BEFORE USE. 19 Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Design valid for use only with MfTekr) 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 verity the applicability of design parameters and properly incorporate. this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fabrication, storage, delivey, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa.. FL 36610 Job !Truss Truss Type Qty Park —Sq Hm/—Milan-1 —34-9 A —or C-_ I i T1 33251 74Ply1P1349ACIJ7JACK31 qn. Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:51 2018 Page 1 ID:SZ-0 VVOpRO5ws414AkYA3UNGXPzr8by-in5ND8W6uY191sbOdhN8VAA4POsXY81Zx4URziF1Y 7 1- 0-0 7-0-0 Scale = 122,9 3x4 = LOADING ( pso SPACING- 2-0-0 i CSI. TCLL 20,0 Plate Grip DOL 1.25 TC 0.70 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10,0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=183/Mechanical, 2=34210-8-0, 4=90/Mer-hanir-al Max Herz 2-141 (LC 12) Max Uplift 3=-93(LC 12),2=-82(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3) FORCES, ( lb) -Max. Comp,/Max. Ten, -All forces 250 (lb) or less except when shown, DEFL. in (loc) I/defl L/d PLATES GRIP Vert( LL) 0.12 4-7 >679 240 MT20 244/190 Vert( CT) -024 4-7 >348 180 Horz( CT) 0.00 2 File n/a Weight: 24 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf, h=25ft, B=45ft, L=24ft: eave=4ft, Cat, 11, Exp B, Encl., GCpi=0.18, M\AIFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-114 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to 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. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified qn,, poy Qlectronic copies. Thomas" kAlbahiPE:N6.393 W W h4i ilk - USA ,'Inc. F 'Cort 66" r 1- 6904 , February 23,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Milrek(li) 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 venfy the applicability of design parameters and properly incorporate this design into the, overall building design. Bracing indicated is to prevent buckling of individual truss wet) and/or chord members only. Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ISM fabncabon storage, dairy". erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Thu" Plate fourtuld 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss _lTruss Type blyP_1y Park S—qHm/Milan- I 3149-A or C T13325175 P1349AC IK,15 3 I I ference o tionnh Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc, Fn Feb 23 13:18:52 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-mzfmOUV\rKfqgbnvRnzKCcgijMUpA?bxYH_DgeOuZiF 1 X 3-5-8 6-11-1 1-6-0 3-5-9 Scale = 1 33A 8 2X6 3x4 = 6X6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1.25 BC 0.60 Verl(CT) 0.05 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WEI 0.21 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. REACTIONS. (lb/size) 8=315/0-11-0, 4=90/Mechanical, 5=150/Mechanical Max Horz 8=261(LC8) Max Uplift 8=-817(LC 4), 4=-48(LC 8), 5=-532(LC 8) Max Gray 8=315(LC 1), 4=97(LC 13), 5=150(LC 1) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=294/596, 2-3=-127/404 BOT CHORD 6-7=416/99 WEBS 2-7=-498/136, 3-7=-434/103, 3-6=-167/701 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3-Opsf; h=25ft, 6=45ft, L=24ft, eave=4ft, Cat. If: Exp B, Part. Encl,, GCpi=0.55; MWFRS (directional), end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 3) * This truss has been designed for a live load of 20.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) 4 except at=11b) 8=817,5=532. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb up at 1-5-12, 217 lb up at 1-5-12, and 81 lb up at 4-3-11, and 81 Ila up at 4-3-11 on top chord, and 255 Ila up at 1-5-12, 255 111 up at 1-5-12, and 178 lb up at This item has been4-3-11, and 178 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically signed and sealed by Albani, Thomas, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber lnerease=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (pit) Vert: 1-2=-60, 2-4=-60, 5-8=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 9=75(F=37, 6=37) 1 1=5(F=3, B=3) signature must be verified on-arly qlectronic copies, Tft6mas'A Alb;iiniPE-N6,393 O, February 23,2018 WARNING Verity design jazinar-f— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. MMMMMMEMMEMaMMUMMEMMMIR Design valid for use only with MiTeke connectors. This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of (resign parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss wet) and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIrp"ll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate histr1uh, 218 N. Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Trus Truss _Type jQty Ply 1 Park Sri HmiMilan- 1 349-A or C i T13325176] P I 349ACJKJ5A ISPECIAL 1 _ pIp Ref erprige (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:18:53 2018 Page 1 ID:S--OpRO5ws4l4AkYA3UNGXPzr8by-E9D8eqXNQ7oSO30—xljrDwGV*VDaKKPaRDtQBYKziFIW 1-6-12 3-3-9 6-3-9 6,11,1 31;:12 3-3-9 -0-1 4.24 5_2 Scale 114"=l' 4 d, LOADING psO SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.3 WEBS 2x4 SP No,3 *Except* 2-12i 2x6 SP No.2 1.5s4 11 3x4 = 3x4 3x4 = 7 cSI. DEFL. in (too) Well L/d TC 0.64 Vert(LL) 0.03 10-11 999 240 BC 0.34 Vert(CT) 0.03 10-11 999 180 WI3 0.16 Hor-z(CT) 0.09 9 n1a n/a Matrix -MP PLATES GRIP MT20 244/190 Weight: 74 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 8 REACTIONS. All bearings Mechanical except Ot=length) 9=0-10-4, 13=04-10. lb) - Max Hor-z 13=1 13(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 5=-145(LC 8), 9=-290(LC 8), 13=-674(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 9 except 13=302(LC 1) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-991317, 2-13=-301/677 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, fl=251ft; 13=45111 L=24ft; eave=4ft; Cat. 11 ExpE;'Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections, 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Ot=lb) 5=145,9=290,13=674. 7) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 203 lb up at 14-15, 168 lb up at 1-4-15, and 63 lb up at 4-2-15, and 41 to up at 4-2-15 on top chord, and 255 lb up at 1-4-15, 142 lb up at 1-4-15, and 178 lb up at 4-2-15, and 144 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.251 Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-2=-60, 2-4=-60, 9-11 =-20, 5-7=-20 Concentrated Loads (to) Vert: 14=75(F=37, B=38) 16=5(F=3, 6=2) AD, WARNING - Verify design p ...... t.r. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with Mirreke contractors, This design is based only upon parameters shown and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addirbonal temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Inc fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on,,aFy Qlectronic copies. Biv4A# "Ca'3610 ,6904P4'E`gi& f Qoj', T -4-'', , — February 23,2018 Mulaw 6904 Parke East Blvd, Tampa, FL 36610 TrussType Fi-ob ty —lPly I Park Sq Hm/Milarj-1,49-A or C 33 1 ]77 T13325177PI349AC KJ6 JACK L 1 Jjob R erence 1) 11J61Mid - Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTelk Industries, Inc. Fri Feb 23 13 18 54 2018 Page 1 ID: S_OpRO5ws4l4AkYA3UNGXPzr8by-iMnWrAY?ARwJODbA5lE417oiActs3ulaRX9k5mziFlV 5- 11-11 2x4 = LOADING ( ps) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10,0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP NO.2 Scale= 1 15,1 CS1. DEFL. in loc) Udell Lad PLATES GRIP TC 0.59 Vert(LL) -0L06 3-6 >999 240 MT20 244/190 BC 0.45 Vert(CT) -0.14 3-6 >511 180 WEI 0.00 Hor-z(CT) 0.01 1 n/a n/a Matrix - MP Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1=243/0-11-0,2=159/Mechanical, 3=87/Mechaniral Max Horz 1=70(LC 8) Max Uplift 1 =49(LC 8), 2=-70(LC 8), 3-1(LC 8) Max Grav 1=243(LC 1), 2=159(LC 1), 3=1 11 (LC 3) FORCES. ( b) - Max. Comp./Max- Ten. - All forces 250 (lb) 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=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11: Exp 6; Encl., GCpi=O,l 8: 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) 1, 2, 3, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1- 5-15, 3 lb down and 15 lb up at 1-6-1, and 3 lb down and 44 lb up at 4-3-14, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 2 lb up at 1-5-15, 6 lb down and 7 lb up at 1-6-1, and 5 lb down at 4-3-14. and 7 lb down at 4-4-0 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 .25, Plate Increase=1 .25 Unrforrn Loads (plf) Vert: 1-2=-60, 3-4=-20 Concentrated Loads (lb) Vert: 9-4(1`=-6, B=2) 10=-12(F=-7, B=-5) A WARNING - Verity design p....I.r. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1111-7473—.10/03/7015 BEFORE USE. Design valid for use only with MiTekS 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 verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andJor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage_. delivery, erection and bracing of trusses and truss systems, See ANSVTPII Quality Criteria, DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Instirtule, 218 N. Lee Street, Suite 312 Alosandna VA 22314, This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified qn,any Plectronic copies. liilile`kj' S' A, lqc, F 'Cert 66 February 23, 2018 I On" W, 6904 Parke East Blvd Tampa..FL 36610 Type T___ — — I Job Truss T II 6ty Ply Park Sq HmIMilan:1,349-A or C" T13325178 P 1 3411AC [KI I J qpb , 't 'entn _(9tips_ Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Fn Feb 23 13:18:54 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-iMnMAY?ARwJODbA5lE417omPcu63peaRX9k5mziF1V 5,2-5 9-10-13 1-5-0 5,2-5 4-8-7 Scale = 1 :22,5 2x4 = 1X4 11 5 3x4 4-8-7 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 VerftLL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.43 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanicall 2=51010-11-5, 5=328/Mechanir-al Max Horz 2=142(LC 8) Max Uplift 4=-70(LC 8), 2=-1 48(LC 8), 5=-69(LC 8) FORCES. (to) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/136 BOT CHORD 2-7=208/708, 6-7=-208/708 WEBS 3-7=0/275, 3-6=-769/225 NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf ' BCDL=3.Opsf, h=25ft, B=45ft: L=24ft, eave=4ft: Cat. IL Exp 6, Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 4, 5 except Ot=lb) 2=148, 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated Ici 3 lb down and 11 lb up at 1-6-12, 3 Ita down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12, and 27 Ila down and 77 Ill up at 7-2-11, and 27 lb down and 77 to up at 7-2-11 on top chord, and 2 to up at 1-6-12, 2 lb up at 1-6-12, 5 lb down at 4-4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such This item has been connection device(s) is the responsibility of others. electronically signed and 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). sealed by Albani, Thomas, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead+ Roof Live (balanced) Lumber Increase= 1.25, Plate Increase= 1_25 Printed copies of this Uniform Loads (pff) document are not considered Vert 1-4=-60, 5-8=-20 signed and sealed and the Concentrated Loads (lb) signature must be verified Vert: 13=-53(F=-27, B=-27) 14=4(F=2, 6=2) 15=-10(F=-5, B=-5) 16=-35(F=-17. B=-17) on_pQy,(,lectronic co Thomas A'Alb*,,PE-No, les. MNKUSA, Inc. FL Cerl 66 F 6994 Palkf j ki d f t 3$10, February 23,2018 WARNING - Vanity design p ... an.f- and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 r- 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage, For general guidance regarding the fabrication, abuc run, storage, delivery..erection and bracing of trusses and truss systems, see ANSIffPIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 218 N. Lee Street, Suite 312, Alexe none VA 22314, Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 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. W 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 20/20 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/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 C1-2 TOP CHORDS C2-3 WEBS A040 CS 0 1 f U-a C&7 c5_6 0 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS CC -ES Reports: ESR-1 311, ESR-1 352, ESR1 988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. @ 2012 MiTekO 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8, Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size. and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 1T 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 ANSIfTPl 1 Quality Criteria. APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 4 TOP= 2x4 12 6.0 wo 12 12" TRUSS END DETAIL L) m u j T 7/ J4 CJA QJCl 3A k J4 J5 6/ 12 CJ5cy) J5 J5 LLP! co CJ3 CJ3CJ3C Cj T- 4" 46'- 4" J-4 1 l'- 4" 6- HUS26 1-PLY HGR AMR=] I" PLT. HGT, V' BRG. HGT. MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA 1349 - A or C P1349AC N/ A Bmax Cit-Y of Sanford Building and Fire Prevention Product Approval pecffication Form Permit # rr«w '—-- Project Location Address SANFC}RD 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 onthe construction project forvvhiohyouereapp|yingfnrabui|dingpernnit. VVorecommend 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, sky|ightg, and exterior doors must be tested in accordance with the Florida Building Codo, Section 1714.5. More information about Statewide Product Approval can beobtained at . 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 MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332A Roll Up Automatic Other 2. Windows S i MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Fixed MI VVindows & Doors Series GA 185 Alum Picture Fixed FL1 5349.1 Awning Mullions M I Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Desq p Llon Florida Approval # 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 Underlayments Warrior Roofing 15 and *30 Roofing Felt FI-2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing Insulation Waterproofing Built up roofing Modified Bitumen Single Ply Roof Systems Ro! Cements/ Adhesives Coating Liquid Applied Ro2jog__§y tems 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) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Name )-,; Please Print) June 2014 Florida Building Code Online Page I of o' 13CIS Home Log In User Registration Hot Topics Submit Surcharge Statq & Facts Publications FBC Staff BCIS Site Map Links Search dProduct ApprovalbrUSER: Public User Product Approval Men, > Rroduct or Applicatipn5g kh , AWI p n List > Application Detail Lp_ 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- R8 Revision 2017 Approved Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants. com Vivian Wright rickw@rwbldgconsultants. com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Peg iste red. Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE- 43409 National Accreditation and Management Institute 12/ 31/2021 Ryan ). King, P.E. Validation Checklist - Hardcopy Received LLQE71 R8_QCertificate ofjndgpejLd_e_n-c-e-_p_f standard . ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect L,nda_ rds-pdf y9a 1996 1999 2003 1998 2000 1995 1994 http: lll, A,NA,,w.floridabuildiiig.org/pr/pr—app_dtl.aspx?parai,ii=wGEVXQ,A,tDqtv-') . Wak-2nHrp... 2/10/2018 Florida Building Code Online Page 2 of 'I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 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 Fj8871_R8_11 ib Inst 8871.1,pdff 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 ZI-L'Rof 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 8'0 "Impact" Opaque Fiberglass Single Door (X) Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F1-8871.._R8, _8 7,1.,.,2 df I-- 1-1-1--r-1 I -t -- - 1-11- - 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_E8_AL_L1h1 Eval_871_2 pcif specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 11 bI lnsf R871 3 ndf 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 FL-8871 AE(,L) Eva! - 871 .3 of 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 ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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 EL8 871PS _Ilb lnat-882-1 4 )cf 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 RS I\,al,13 IA dAEItE ------ - 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 "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F L 8,—, -, _R8 1: 1 t, Inst 8' 5 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 8671,5 for Design Pressure Ratings by FL8 811RS _AEr va' SS71 5 specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. http://,AT",AA7.floridabuilding.or,ilprlpr—app_dtl.aspx?param=NA,GEVXQwtDqt},-')l Wak2nHm... 2/10/2018 Florida Building Code Online Page 3 ) of 3 i 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x ST "Impact" Opaque Fiberglass Single Door with Series Sideiite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes fl_8871 RS 11 (bl Inst_QEZI C 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 LLS 71 R8 A t, Eval 871,Lpdf 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 "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic" or "SmoothStar" TO 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 LLJa7l R8 _1'I _1 nlnat 871 Z_p_ff 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 FLSL I R8 AE fb,Eval.F87r df 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.) 8871,8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" , orClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes inat. p 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 LlLb-a,. R3_AE I E l_Q7_;L3R f _QlL specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 i, "FiberClassic", "SmoothStar", 6'0 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 RS II c) In 1 88Q df 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 EL-8571R8 AE_jjZ) E\,aLLqZL2_pgf 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 " Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) KE EE a), :: 201—tLarr t n R T 11 h , FL 23 Ph_ n -4 7 - 4 The State of Florida is an WEED employer. Florida.:: Pr Lva t m of ilhm o Statement Under Florida law, email addresses are public records, If you do not want youre-mail address released in response to e public -records request, do not send electronic marl to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395 *Pursuaht 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 emails provided may be used for official communication with the licensee. However furnad 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 IterL. Product Approval Accepts: 777 _U A FH M Safe http:// www. floridabullding.org/l r1pr app dtl.aspx?param=wGEVXQNvtDqty'j P /P3Wak2nFlm... 2/10/2018 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPAcr' 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ` this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the'IIVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1,2.2 & R3012 1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of This drawing require further engineering analysis by a licensed engineer or registered architect. Oulswing configurations using coastal sill item #4 under active doors meet water Infiltration requirements for "HVHZ". Inswing configurations and outswing configurations using sill item 45 under the door do not meet the water infiltration requirements for the"HVHT' and sholl be installed only in non -habitable areas or at habitable locations protected by an 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 If DESCRIPTION Typical elevations, design pressures notes Door prsn, de -tails- (Smooth star) 5ooxparpanel details (Fiber classic) 4 Horizontal crass sections 5 -v-;-r-tIc---6-Fc-_r-o-s- sections Buck and frame _2X b uC k masonry Cnrycaom, ruct'_o Tn Frameanchoring buck MG,0njconstruction 3 Bid ofMotes"P.,on" 37.75" MAX. FRAME WIDTH 36.07MAX. PANEL WIDTH OVERALL See Sheet 8 for design pressure k6tofiom SCALE: N. T.S. Der; ay_ DWS M. BY: LFS DFWA_G WT.1— F1 -8871. 5 SHEET _1 OF 8 44 47 41 EXTERIOR 47 4i 43' .• O iil M z o m i 6. z U N O d INTERIOR 4b 42 0 .E v LO J [ W p o 4 t HORIZONTAL CROSS SECTION v w" 2 47 Q 0Z a U C Ia1 o J4 O ME 1j---- 2 O . 0 .53"-•- ...----- TYP. 4 j3 CORNERS m p of PANEL1L EXTERIOR INTERIOR o ff a 4 4 D ! 42 L P RAIL 43 IOCK SAtf DETAIL A -A J - -- -- - - v c 4D BOOR PANEL Smooth0000900 p oC'iQ04. Z 000000 42 z a z 00000000 0000000 dd00000000 Rti p O Q 00000000 m wow w 0 0 0 o c 0 a.. _ -T 1.53" 00000000 T .. 0000000 4b 4b 4 m 4 a 00000000 0000000 45 ^ US 14 0 00000000 j0000000 _ - h 4 W SJ 4J fJ00` -9j - O N Q Gl 00 0 0 0{{00{{+ tiI,¢ '9 NINGE STIIE 80iTOM RAU z 00000000 V- N Z U 0000000 28. 86%OPEN 0000 O a o o AREA MAX. r2 l VERTICAL CROSS SECTION DA; 05/22/08 45 SCALE: N.Z.S. 00000oz o0000000c3aaoe000 . BY: DWS crx. BY.. 1_FS DETAILA-A naAv c uo.: — Panel reinf4Tcemenf FL-8871.5 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) - N Shi%ET _ L OF 8 ,g b4 b7 bl EXTERIOR a7 O: bb 63 ZN0 oNo ba b2 7INTERIOR o io50000HORIZONTALCROSS SECTION 87 E p7 oQ I_ -- -- 4. 02" 1 q v 1.53" --1 7 S as w c u n 1w TYP. 4 w 13 CORNER' n m o orPAn£ t o EXTERIOR INTERIOR o 1-1 11 zYx m I Db2TOPRAIL83LOCKSTlIEDETAILA - A DOOR PANEL v m b0 Fiber classic b a 0 0 Cy W> N L 9 » O U Z 00o0o013 000 00000 000000b7 m a O 00000000 00000b3 18 2 noon0000 --_ a bb a ¢o. coi o 000c 000n 3()OOOC) p D 000* JOOU e, 00 OO o00 f 0000 n OOOOf cI o a o 0 o vl i o0,-,Nd 0 0001, 00 zy $ HFNGE STILE b3 BOTTOM RA1L vhN"Z FJ O000000 130 000. 0 28.86% OPEN 2 VERTICAL CROSS SECTION ME 05/22/08 ° o a o 0 0 0 0 0 AREA MAX_ 0 0 0 0 0 0 0 b5 3 e N.T.S. 0000000o 0oo0oou rec. BY: DWSm 0coc0000 crm. trr: IFS IX DETAIL A -A Panel reinforcement rumroc wawa.: m FL.- 8871.5 0 NOTE: WOOD DOOR COMPONENTS: PINE (SG 0.42) su¢cz 3 aF 8 m r lei , /(/ v'• -> m c z o m o Z a o m m N a cna a 00. 19 INTERIOR o z° VOC) 9 C W 2 O JQ 0 4 + o O g 4 c C, z EXTERIOR 40 A z1814G 60 A a5 j o E w Msimxa 4 1-1/4"M1N. a v I 4 ShowEMB. { TYP.J D o tD _b 3 4 5 8 0 5 5 5 5 3 HORIZONTAL CROSS SECTION 2 L . ,/) Xsub- buck T y x y 0. 15, 0.15' C' SINK C'SINK TYP.) ( TYP.) e NPR h 1, z ffff " 1 //`100 INTERIOR INTERIOR i 1 a Qa j i y n5 N Q CJCrNCJ1 ° . t rry N 7 t dI 12 12 40 EXTERIOR EXTERIOR 40 t4 rn: 05/22 08 i L C L,1 80 60 1 b scat: N. T. S. 1- 114" MIN, --- EMS. ( TYP.) —1-- __ E owc. ar: DWS E M1N. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION — Mom: LFs — a 4 Outswiv,g shown - inswing 4 Outswing shown - inswing aisoapproved also approved FL- 8871.5 u sr ceT 4 o 8 " 0 a an EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswinq shown - inswing also approved EXTERIOR INTERIOR 4-'VERTICAL CROSS SECTION see gpnecul notes, sheet I far " HVHZ" water infiltration requirements EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION T) Shown wl I X sub -buck EXTERIOR INTERIOR r5-'VERTICAL CROSS SECTION Inswing confguration see gene al notes, sheet 1 for "HVHr water infiltration requirements z 0 — 0 orn z C5INTERIOREXTER1691, 0 n 6z Z'3 O4 , Vvv( 6 8 r3-'VERTICAL CROSS SECTION Outgwinconfiguration see general notes, sheet I for "HVHZ" water infil fro Han requirements INTERIOR EXTERIOR VERTICAL CROSS SECTION Outswing conr ,,yurafionseegeneralnoes, sheet I for "WW"water infiltration requkements iil 0 5011E: N. T- S. VWI, sr DWS NK, BY: LFS FL-8871.5 SHUT 5 tr 8 a, 11 {jj U O•f OO Z V O 6 L T 7- I I 1T1,` a O z D b U N ; m z zUTYP. HEADY o o £ g o JAMBS MASONRY TYP. HEADY j 1 ^' o d o aaaa r MASONRY JAMBS T OPENING OPENING m o Z,.: J AZ d LJOJ y X zU N FRAME X 1 QU CG 2XBUCK 2XBUCK- a zZ,, co D o xx mjzGpiD a_ a BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB k Masonry 2X buck construction 0 N ci 0eNV m 6 z w F w O 0 Zn CONCRETE ANCHOR NOTES: t. Concrete anchor locations at the carriers may be adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 105 a o a maintain the min. edge distance to rnortarjoints, additional concrete anchors a may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 2 ` 3. Concrete anchor table: r'''' j2 n0<..ronuANCHOR ANCHOR MtN. MIN. CLEARANCE MIN. CLEARANCE b" Ail na Q;' m 3 z 4: 0 4o m Az umm TYR. HEAD oowi JAMBS ti ittt a " o m MASONRY _/ i `o a OPENING r a ^ m rt a a o z d 5O3 o Tw to V O UZ FRAME 15 o x ypi j UKt- t- hm tiU Lo 1d DacwMtoV OKS1XBUCKo Y kt Y LATCH & DEADBOLTDETAIL U V n o v v 0 m ni V HINGEJAMB STRIKE JAMB 11 CONCRETE ANCHOR NOTES: FRAME ANCHORING o ~ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry I X buck Construction 12 ti a w a¢ edge distance to morfarjoints. a 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to 12 D i maintain the min. edge distance to mortarjotnts, additional concrete anchors o N may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: i2 n w a ANCHOR MIN. iz ofl N0 a nN o mm- 51 22108 ° scn!E: N. T.S. ° TAPCON HINGE DETAILVTWewr,. Err: DWS m 04K air.- LFS 3 WOOD SCREW INSTALLATION NOTES:"' no- 1. Maintain a minimum 518" edge distance, i"end distance. & I"o.c. spacing of Ft-Af37i.,5 0 wood screws to prevent the splitting of wood. SHEET ) FAIN. CLEARANCE MIN. CLEARANCE TYPE SIZE- EMBEDMENT TO MASONRY - TO ADJACENT EDGE ANCHOR itw ti4" t- 1/ 4" 2 4" TAPCON BILL OF MATERIALS MATERIALffM- DESCRIPTION A IX BUCK SG -0.55 WOOD B 2X BUCK SG - 0,55 WOOD-_ C MAX. li4"SHJNSPMCE WOOD b 114" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/WX_3-lMjMFH CTW_CdN_CRETE SCREW STEEL 114" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 10 X 2-1/7'PFH WOOD SCREWJ1.15' MIN. EMBEDMNlj_____ STEEL_ I INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUMJWOOD 2- INSWINGTHRESHOLD(IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP, 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM,/WOOD 6 INSWING THRESHOLD ALUM.lCOMP. 7 DOOR BOTTOM SWEEP VINYL WOOD 8JAMB1= OA2 9 JAMB JAMB ( OAK) SG >= 0.42 WOOD 10 WEATHERSTRIP rumm W_ HINGE — ----- STEEL i. - 410 _X3/4PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 1 5 S-E—CURITY STRIKE PLATE STEEL I fi Y —2-1/2' PFH STEEL 17 8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWl KS _ETSERIES 'DE-ADN6 LT I 60) DETAILS STEEL 40 SMOOTH STAR DOOR —SEE 'DOOR _PANEL DETAIL -S-H-Eff FOR 4_1 600—R SKIN OWT THK. (SMOOTH STAR) Fy 6,000 PSI MIN. FIBERGLASS 42TOP RAIL ( SMOOTH STAR) COMP. WOODILVC 43_ - LOCKSTILE {SMOOTH STAR) 44 HINGE STILE (SMOOTHSTAR)WOOD 45-- BOTTOM -RXj- f-(SMOOTH STAR) COMP 46 PANEL REINFORCEMENT — 0.02-3' —ItLK. S_M_O_OTH _STARj_ STEEL47 FOAMCOREPOLYURETHANE 60 FIBER. FF CLASSIC - SEE DOORPANEL DETAIL SHEET FOR DETAILS 617 DOOR SKIN _0A 3 T -THK. {FIBER CLASSIC) _Fy PSI MIN FIBERGLASS 62 TOP RAIL JFIBER CLASSIC) - --------- COMP. Q LOCK STILE {FIBER - CLASSIC) WOOD_j,LVL 6_4 HINGE —STILE { FIBERCLASSIC)WOOD 65 BOTTOM RAUCH IBERR CLASSXIC]_ 6611P PANEL -LREINFORCEMIENT 0.023- THK. (FIBERCLASSIC) SMEL 67- FOAM CORE POLYURETHANE HEAD ASIDE Jamb 5.72" - D_THRIIHOID 5. 87" THRESHOLD J fm,_o se_ Ff- adMl 5.75" THRESHOLD _jHOulswVT THRESHOLD I mg sIn.dudNW0 0 r zo c 0 c;; Y, dn zJA z zd q Im c6 o E oZ 5. 85" T77777q)-hsTHRESHOLD 2 aMng adjustable 4. 57" THRI.IHOL 4 L D outswing C005101 6XTHI''EIHOID RE___ LM AXDESIGNMRESSU 50 PSFI 1111WW, NO: FL- 8571.5 Florida Building Code Online Page I of 6 2 lit !f R's BCIS Home Log In User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff BC:S Site Map Links Searcn Product Approvaldb r USER: Public User Product -A,provsL jehu > Rr,u A ljq2tLo U;,h > AIIaLLatoh List > Application Detail Z, FL15279-R50v 2FL # Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory reapply 11/ 28/17 E: Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770- 6062 mwester-field@clopay. cot-n Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Harccopy 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 f ASMA 115_,. 2uiv p f Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/20117 hops://www. flori dabuil ding. or,,//Pr/pr—app_dtl. aspx?param=wGEVXQwtDqv' )vVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Pace 2 of 6 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page L Page 1/ 8 FL # Model, Number or Name Description 15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. rnin.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 621-G, 64G, SDP38, WINDCODE& W3 Garage Door SFL38, SRP38, 134, 135, 136, 16130,6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes of insnspeCno_r pdf Impact Resistant: N/A r! _1 7a _R. C AC_W Listina_Ir tjertek.pq_ Design Pressure: +20 PSF/-20 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 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: 15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRISP, GD1LP, GP.1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR11-P, ED1SP, EDILP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE& W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No LL15_ _7Q t D-D d -Lr f Approved for use outside HVHZ: Yes Impact Resistant: N/A FLI,5 71 P, CAC trio Lr, _pLjsL -d! Design Pressure: +20 PSF/-21 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 F 5 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: 15279.3 m 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEQ W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes of _g5ptct npcjf Impact Resistant: N/A FL15279- R_S C CAC W UstLng e _jnLr, Design Pressure; +20 PSF/-20 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 F, , , 7.5 ff 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. 4 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 61, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, WINDCODEa W3 Garage Door 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI_5 a 7 SAC Letter with proof of contract goof Approved for use outside HVHZ: Yes of Lnspectim__ddf Impact Resistant: N/A F I _,Z IQ-.(;_Ai If C. A3nni- _q.__j!2tgjteK Dg Design Pressure: + 20 PSF/-21 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 windborne debris regions. The product without glazing DOES fi2 ; 2 - 7a RL: Verified By: Intertek Testing Services NA, Inc, comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5279.5 https://'NNr",- w.floridabuildinc,.orc,pr/lpr apri dtl.aspx?parain=wGEVXQ-wtDqv').vVVKJZIQ... 2/1/2018 Florida Building Code OnlineZ71 Pate 3 of 6 005 W3-16 DSIE-IA471: GD1SP, GR1SP ' GD1LP, GP,1LP, AR1SP, AP,1LP, EDISP, 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). Gallery/Artistry/Expressions; 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 go. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contracLand Drcof of inspeLction_pcif Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 P5 11 104028 Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-IA171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL PS C CAC Letter i rLLZZ5L_J._...___.__.__ - Letter - Approved for use outside HVHZ: Yes of ELSoecti Clf Impact Resistant: N/A FL15279 RS C CAC W3 Listing intertek.pdf Design Pressure: +20 PSF/-21 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 R5 II 104168-Rev0l_pdf 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: 15279.7 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE@ W3 Garage Door 48B, 55S, 4RST, 6RST, 4PSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the 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 R5 C CAC Letter with proof of Contract and proof of ins_!_ ction .-.pP_ Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 P,5 I! 10"308-PevI2.12d Verified By: Inter= Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga, min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE@ W4 Garage Door 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 windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate aE, n s2e ti_m pTf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 P5_ II 101652-B-Revii.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279,9 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS I GP,25P, GD2LP, GP2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min,) Single- AP,2LP, 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 FL15279 R5 C CAC Letter with Eroof of.contract and._,,rqgf Approved for use outside HVHZ: Yes 2Lf, n Impact Resistant: No Design Pressure: +28 PSF/-29 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 F1_15279_P5 II_I039C-9-B-Pev02_.pdf https://www.floridabuilding.orc,/pr// r app dtl.aspxparani=wGEVXQNNIDqv')vVVKJZIQ... 2/1/2018P Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 1010 W4-09 DSIU-IF171: 9200, Double -skin Insulated PUP, (exterior skin 27 ga min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga, min.) Single -Car (up to 9'0 wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE& W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate L15279 P5 C CAC Letter with proof of contract and _proof of insoecron of FL1527 -P, ._..0 CAC W4-Listing-,..jDtgjjt,.ppa5 .--.. .1--....- 1-1 ...... . ... - f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions fl=i=2-15-iL-104183 v0].pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DS1UO-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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other; The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate of ins2ection pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104456-RevOlpdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-217151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEC W4 Garage Door 42B, 48B, 555, 4RST, 6P.ST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GP,5SV,AR5S,AR5SV,ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof ofjnspgction.p fApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R9 CAC W4 Li in In` rtg ek odf 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 R5 windborne debris regions, Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G41-V, GL4V, GD4SV, GD41-V, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED41-V, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE(& W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with prooffp2of of contract and proof 2f nspectL rj pdf FL152-79 : PS _CAC-WL-Lii.stlag,In- r__.tq E,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 10 486-B-RevO8. of Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min, 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEg W4 Garage Door https://-i,vw,A,. fl oridabuil ding. org/pr/pr-app_dtI. aspx?param=wGEVXQNN-tDqv' ) yVVKJZ IQ., 2/1/2018 Florida Building Code Online Page 5 of 6c Limits of Use Approved for use in I No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 1015 W4-16 DSIE-1F171: 4300, 14301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 1016 W4-16 DSIE-11`471: GD2SP, i GR2SP, GD2LP, GR2LP, AR2SP, II AP,2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25,5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, 1-5279.17 1017 W4-16 DSIEO-1F479: i Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind 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). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: 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 comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), Certification Agency Certificate 1_1 52 OLIEioection plf P= 15279 R5_L_CALC !, L S'MC '-,e,-teK odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 Rq_jI 10 42-R v0l df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min,; interior skin 27 ga. min.) Double -Car (9'2" to 160" wide) WINDCODES W4 Garage Door Certification Agency Certificate F L 1 5 ' 27 (, t r ZEiLiEE51df _ _ _, Lg_ f E L _g_ _2_'_qQL Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min,; interior skin 27 ga. min.) Double - Car ( 9'2" up to 16'0" wide) WINDCODE W4 Garage Door Certification Agency Certificate FL1 272_.E_ _C p 2LI- InIs ec 110_qf F1_ 15279 Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga, min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16' 0" wide) WINDCODE9 W4 Garage Door Certification Agency Certificate of of contract and proof at_ ta,5pegtioLn pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F1_ 15279 R5 11 103046-Rev 7.n.(If 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 ca. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate 15279 R5 CA Letter with irroof of con act and jq_qf gfi_ n_,5c,e,q1j,g_n,pidf FL152_ 7QP,5 Q _CAC N14 rtek, f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https: h',A,w-w. florl dabull ding. org 1Pr/fp r app dtl.aspx"param=wGEVXQN,,-tDqv'vVVKJZIQ... 2/l/2018 Z: 11 / Florida Building Code Online Page 6 of 6 15279.19 019 W4-!6 DSIUO-1 K479: Canyon Double Skin Insulated PUR (exterior skin 27 Qa. min,; Ridge/Brookstone interior skin 27ga. mm,) with Overlay Double -Car (9'2" to116'0" wide) WINDCODEg W4 Garage Door Limits ofUse Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +2S.S 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 comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279,20 020 W4-16 PAN-2F153: 73, 1500, 75, 190, 84A, 941 42, 48, 55, 4RST, SRST, 4RSF, 6RSF, GD55S, GDSSV, GR5S, GR5SV, ARSS, iAP,5SV,ED5S,EDSSV I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other; The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = 0, Certification Agency Certificate 77L15279 RS C SAC Lgr with proof of cone aCt an -roof 2 Lf =m na-al Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104457-RtyQ2 of 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) WTNDCODES W4 Garage Door Certification Agency Certificate F L 15 7 _ R'S C CAS LettEr w,iDh, rgpf of Con.ntract a g[_pm._Q'f 2Lins2f.Cti hf LL15279 R5 C CAC W4 1-istiD& IntelItkpdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions LL1_5279R5 Ll__101711-B Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ED FN-.11 40 qb Pagel/8 0 0 LQatLct Us :: R TllTallahassee '9Ehpae- II50-aR7-1&24 The State of Florida is an AA/EEO employer. L2zvrioht 2oG7-2013 Stat of Florida.:: LLEacv Statement :! ACcessibilfN Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publq-reccrhe 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 850.487.1395. -Pursuant to a - S Lt ion 455.t75(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 click hgrg_. Product Approval Accepts: EL T- ZI https:/;,w,Nk-"-.floridabuildinLy.or,,'P r/pr app dtl.aspx?param=wGEVXQNN-tDqv'yVVKJZIQ... 2/1/2018Z:/ m SHORT PM x - N1DXL 4F IS RUSH CARRIAGE IMSE' RAISED PANEL EHSUS3 DUORS MODELS 29 GA in GA DIS CEDPAT G"S. GD9SV, GALEEtiT' GR9S OR53V FAMESARTISTRY' AR9S AR9SV IDEA' TAlHtiA[E IWSE' ED9S ED9SV yoPr rmT°NmL H 'CiA451C' SNORT PNSED-PANEL SHOWN. 'fl)8i at SNORT RASED-PNHT 6 ALSO APPR7,W. 914.8/e' SNEEI GETAL xTIeW3 i /4'a3/4' SEli APHNO SCREWS 1 D0. END 1@ISES f0 flA_ WtEAMEDNiE_ 1 wIW"e• +nPw 'c• DUOR WIDTH WV —TD I. A y b... A ODOR Wq¶i i rc nrvaTaN< SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS, AEV DATE SHEET 1 OF 2 09 ii/3ojm OPTIONAL GLAZING MAY BE STANDARD OR IMPACT 115 I4/2012 RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. lItETUtEDL1TE sm.E9 (sEE rAaE ECfl MAX. STANDARD SIZE IS 42-1/2'x16', IMPACT gyp. p g p D RESISTANT GLAZING IS 21-5/8%14-1/8". ViDMG cE)A J' a 20 G. U-BARS. U-8 N A 2-1-2-1 PATiEf81 %E. TW U-BARS ON 90170 DECIlON, ONE U-BARS OM NEXT yy S ,, SECROM. ETC.) YEW 'B' 20 G W EHD SIAES ATT— TO DOOR SKIN WRN PAIEtRED T00-L-LOC SYM tOP, HO'DDM a CENTER). vgw ro' wu mor niE tDCM P95TnoN w . emcs smEs) TWO P08lT lOC4[RtG A evtai Rmt ac mm mm. Ir1aA SHIP TAP JOINTS. - om"K OUTS" %EYED ! P09R-0N DESIGN ENGINEER: MARK WESfERFIELD. P.E. FLORIDA P.E. #48495, NC P.E. #23532, TEXAS P.E. /91513 v 11 L' td DENSITY POLYSTYRENE FOAM INSULATION 1-5/18' THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 GA MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. I ADDED M/N 4F ADDED 'CARFUA.GI UPDATED MODEL REVISED WIND S ADDED IMPACT F SECTION A -A (SIDE VIEW) 20 TALL BAR20GA. GALV. STEEL MIN, TOLD STRENGTH: 50 KSI 9 I- 2" THICK 3^ I— 1 71Ihp 1-7/8^ I 12 GA, GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) SCRE s8" SHEET METAL 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8' SHEET METAL SCREWS AND (4) 1/4'0/4' SELF TAPPING SCREWS. SEE VIEW 'B'. TALL x 20 CA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTON, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4'x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. clapay MAC: PAN-2F153 DATES 1/3/97 DESCI 8585 DUKE BLVD. DRAWN BY - Building Products Products MASON, ON 45040 D¢ExED BY JAC 513) 770-4800 Clopoy CwpomUon AN Rlyhb Rwrvad. MW up1?G3®L 15 7g DESIGN LOADS: +24.0 PSF do -24.5 PSF TEST LOADS: +36.0 PSF k -37.0 PSF IL D MA%. DOOR SIZE- W 4 I 16'0"W x 16'0"H r1 R' CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'W +24/-24.5 PSF DRAVMG NUMBERo VER, 101711 IBC ADDED M/N 4F ADDED 'CARFUA.GI UPDATED MODEL REVISED WIND S ADDED IMPACT F SECTION A -A (SIDE VIEW) 20 TALL BAR20GA. GALV. STEEL MIN, TOLD STRENGTH: 50 KSI 9 I- 2" THICK 3^ I— 1 71Ihp 1-7/8^ I 12 GA, GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) SCRE s8" SHEET METAL 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8' SHEET METAL SCREWS AND (4) 1/4'0/4' SELF TAPPING SCREWS. SEE VIEW 'B'. TALL x 20 CA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTON, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4'x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8' SHEET METAL SCREWS. clapay MAC: PAN-2F153 DATES 1/3/97 DESCI 8585 DUKE BLVD. DRAWN BY - Building Products Products MASON, ON 45040 D¢ExED BY JAC 513) 770-4800 Clopoy CwpomUon AN Rlyhb Rwrvad. MW up1?G3®L 15 7g DESIGN LOADS: +24.0 PSF do -24.5 PSF TEST LOADS: +36.0 PSF k -37.0 PSF IL D MA%. DOOR SIZE- W 4 I 16'0"W x 16'0"H r1 R' CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'W +24/-24.5 PSF DRAVMG NUMBERo VER, 101711 IBC is r ME SiAAT PA`EL NaRREL 4F Ts Fitrsw IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 101711-A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) CETN. A' ovmw. DEDOPATrvE — aVLDFJIiffi06E RRI4N Bam TAPE swlP-W Hrsmr. •{HEIYREN FRurt a(o FAfPDE). wxa+ATri: FMWf FNVSE 7 J 4JCWRE JFAINIT Hl%EEEI 8<m. 9cN AHD FPAW. STN:f !E_BfNlt Famrimre REFo-am FASTFNm m FtWK wRN SL%20.JTI iRMR 00 j0 . J/h' PNI NVD RUtlN£ 4flaW9. MNE ! IXADNG . CODE MR HUM THE WPALT-RE56T ftEDUDU"EAIXTS (REF. CIVPTER 16 STANDARD ASSEMBLY DETAILS DRAWIRIG 10171 1 -113 FROM FRAME WRH U.Y. COATIM ON OUFSU w ACL NOTE THAT FRONT FRAIiE RH PdaEBR _ TRA HWPLT-R£SLiTAM NNME tJ±9 04AZR{O LRE 13TP7NER. H.3/4' PAN NEAO SCREW. AN AR ASSEMBLY CINSTRUCTION: CPTiOtu1 BHB, C59 Oi 1/6' AGYFd.IC NES AVMAHIE. 9PR91NL ADRNC OSAZ 6 IIASRIXRE OPID( OA Luam M A.PPROhD CCE FIASRC N A=RDVICE WRIT HRC/FDC 2". TIE INRRE DOOR ASSEMBLY IMTAd1E0 N COWULL E WRH THIS M—N aUIS THE WWD LOAD RE(ARR.DM OF 111E NDRibi BMLMW tX>('iE OR NWMTRONAL W_ CODE BUF )wl;Lm a THE WPALT RSISIMT R WRFEfEM F DEDRE REOIOM REF. piaNEF 1H FHC/Tm). 0.0, J/H'a]' tA0BE C Wi24Y CENt[ " i-i/B' O.D. WISHER REIXR al WISCREA9MAYBEX. RORIE (BUT NOD REOUARED) 10 PAtPADE A fi316}i 14gWiNC SURFACE. HMEZOMAL JAa86 DO NOT 1FANSEER L09D. 3/a".]' sxce E RNaroR T Us oN zo' CEOmm (2AUO Psl aw. wHCiYtf7. A6HEA6 BM1-0 ,RII StEEVE INCH6R5. ORIle., T%YYJN SCREIYS ON 17. CFNiIIt6 (2.400 M UN. MN--M OR 0' C4nF1rt tD-Bo BLOCK). i' o.D. WASltaS REWIRED WiM TAPCOM. ANCHMiS MAY BE COIWRET6LAlX r RIM REANREB) TO PR(fAAE A fWSNRIOtANHiC3UfKMF. NGPoIWITAL JAM95 DO NOf TIJDISiIIt TOAD. REFER M DASaA TOS-161. A LICE3iSED 1AM10 PRGfEGuikW. aAY ALSO K EMPLOYED TO APPROVE AMR14AM FASIENFE6 AHO/OR SWB DOMIDLRWiWM. PiREPARATKMd DF .NE@S B! ODH}S. STOP YDULDRiO BY ODOR WSTNIrn (TO SUN)) 2.0 Yt1.(D'W NNE .W1B /- zD oa MN. OKY. 51EII. END SRIE 2D GA.. G v SffD. Il— Sip£, SHEET 2 OF 2 IREVI DATE [ DESCRIPTION 15 -- I SEE REYfS10N NISIORT CN SHEET ONE WRH ONE a/10'ai-E/8" LPG SGfffW 11 Il 18 M QAW IB:WE EARN PEA 1PALX HVLHEf. tWi FAS1EHm 1O SIA£! PLD.(ONE P ROUER ) VA 2' G V. III' . IIWX FA6A]ftD M 14 0A OALV. ROLLER HWOE Each NWOE 2 oP. O v 6Tm IRAL2t a G%ETs FA•:IENm iO ENO srnEs WRw (4) NOTE, TRACK CONFIGURATION 4) DOOR ING141M0!E 1 4.6/a BOLTS BMIIST f/4'nJ SElI TAf?@W Sfv9 oR lmA 1/4• DLA. mrtn. D SNOTEAFFECT THEWIND LOAD RATING OF THIS DOOR. Y 1D RAU INORr siEu SREfl aouER mRR STEi1 OR NYLON TI,4E HMZOKr& TRADY SUPPORT BY DOOR WSTAIJzR (TO SUIT) sFr wN c c e' TAIt awns AND UNDER BDff: THE DES01 OF THE 5UN'ORTPi9 SFRUCNRAI. ELEMENTS SHA11 EE TFE RESPON 81 !F Tiff PRMfMIIAL OF Re ZM FOR DIE ll E OR SiRUC11HiE APBR W M%ORIWeCE YARN Cl1RTt]TT BIALDf10 CODES FOR T1RE LLYDS iJ - rA If. SREi1 FTM. 91ACKET. ETCH FASTEMFD TO WOOD 14lB WRH J) S/IE'.1-S/H' WOOD IAO SCA.EIYS. LHR TOP BRACKET DOUBLE HORIZOMAL TRACK LIStEO ON Tiff ORAWRKR. t 2' GLV. Sfm. TRACK DOUBLE lT2Af,K iDW HEFf)ROOM ORT40N 1, MN. iPAG( TNICROlE55: AW' _ n L2-R/Y•12 G4 GLLY. STEEI. TRAGS BtVg U 4) INa.n BAPLt(ETS PEA SDE. 4). N( RE J" ate_ D( HIBI£ IAAfX L4N a> uxmu AVAH ata c TRICK A., As 4OR¢ 0MAL 1RACI( SUPPOfit Bl' DOORS @/E}i H• TA11 DOOR RtSTAt1ER (1O SUIT) 1J f3a. OALY. TO 5(EFlM 9PACKEi. iAgi FASREJIEDTOWOOD .VWH WRN J) a/ 16•a1-H/e' uG scREWs. 2' OA1V. STIn TRKN. TRA,CK THICKH :.060' UN. (Up q f® i l(z s ( TO i2 > 0M1tKJf TO pDEE JO' O.G RYP NM FOR COMB OYM fl 1' gg 12•-0' HGN, T K ColiDGURATION Z I TP NOT IN= 11 mw SPA Ebb' 1 PR M. WNSL4T FACTOR! FOR MORE MTAA E RW. le DESIGN LOADS: + 24.0 PSF do -24Z PSF TEST LOADS: + 36.0 PSF dt -37.0 PSF MPC: PAN- 2F clepay DATE, 1/3/97 8585 DUKE BLYV. DRAVN BY, Building ProductsMASON, OH 45040 JAC Company (513) 770-4800 CHECKED By, Cl-M C.m—U- All Rtght• Rs•.vrwd. MWW W 4 ' 16.0•W x 16.0-H IESCRIPTIDI CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, Ill +24/-24.5 ESE B BRAVING NL& IHER, VER, 101711 18C Florida Building Code OrJil'le Page I of 4Z:r F, "MAK71 ZZ": 1 09 F7, BCIS Home Log In User Registration Hot Topics Submit Surcharge Starts & Facts Publications FBC Staff j BCIS Site Map j Links Search Product Approvalo' USER: Public User P-odlrt Appoval Ne > .E AMLL21= I _aet2 > 12LigA > Application Detaili 7P M 7i7,,,UT-,,' FL # F1-17499-R3 Application Type Revision Code Version 2017 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 FE3C Approval Date Approved M1 Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsit[iiiger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, RE R Validation Checklist - HardcDpy Received 514DS—JaLd AAMA 506 AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/1.&2/A440 Method I Option A 01/15/2018 01/15,12018 01/21/2018 Year 2011 2008 2011 tThttps:/`/-\NAvw.floridabuildinc,.orc, r' r app dtl.aspx?paraiii=wGEVXQA7tDqtC )Gg-\,jQiz6B... 2/1/2018PT _ L- Florida Buildinc, Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description T- 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAG MI ',NLr dgv, s - 185 SH LLI-] a 'm ctr Approved for use outside HVHZ: Yes d)pdf Impact Resistant: Yes F1-17499 R3 C Design Pressure: +55/-55 Other: R-PG-qS*, Missile Level D, Wind Zone 3. Glass to be 19n-q-0—ff1 FL17499 R3 C CAC MI Windows - 185 SH 'Fian,e' im bedded in Pecora 896 sealant. L E)--EEI P3_(: CAC MLWLDAQ1ALS -qSHI (Flanoe Im L f Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL'7499 R3 II_Q_Q:Q2 4a[3.pcif Verified By: Luis R Lomas PE-62514 Created by Independent Third Party; Yes Evaluation Reports 7 9FL13 1-4-2 --- KAE —51 IZB LOf Created by independent Third Party: Yes 17499.2 1 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes SH(FLG waiver).Dicif Impact Resistant: No Ej,- C UILPAf Design Pressure: +60/- 60 Other: P-PG60 FL 17499 R3 CAC MI Windows 18S SH (Flame Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17422 P3 df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI7499 R3 AE_ 512122a:,4 Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame !G/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC Approved for use outside HVHZ: Yes Of Impact Resistant: No FL17499 R3 C Design Pressure: +60/- 60 FL17499 R3 C CAC MI Windows Other: P,-PG60* indos I FL17499 R3 (- CACIWindowsLU I Of Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions IL df Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE_- 5_t332.8-5.Rdf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17490 -, C CAC AP(- 01-19-47-P0 185 SH Approved for use outside HVHZ: Yes n42s Za ^df Impact Resistant; No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other; R-PG60* Installation Instructions FL 17499 R3 !I aa:D31 -_3 ndf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5i4- 082L if Created by Independent Third Party: Yes 17499.5 185 SH_- 1 52x72 Fin/Flange Frame JG/SG Impact Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL! 74 M in 22—P L -CCLC- I -Al" 185 EH impact Impact Resistant: Yes htips:/,,,' w-,N,w,. floridabuildina.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUCrgNrj Qiz,6B... 2/1/2018 Florida Building Code Online Pale ' ) of 4 Design Pressure; -55/-55 3 _-, J f Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant, L2L2df fL_12499 R3 C CAC M! Window- L11-12-d-f Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports Ej.17499 R3 AE 513770B.,_1.p f Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No PL17499 R3 (L_QA 185 Approved for use outside HVHZ: Yes SH(FLG waiver)S-SIG 1-8A 52 1-8X 4 Rf_)(`)1 QQq1R) n,4,f Impact Resistant: No LU_7_49q__3 3 _CcAc MT Wind2 -, _1QP __5 _ _tj ffin).11-9.1-pff Design Pressure: +60/-60 FLI 7 Other: P-PG60 F_' 17 4 9 9 R3 C CAC MI W n d o w, - 185 ' H_LfLan qtj(9 L,,d f Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions LL17499 R3 :1 08:_2L5416B- f Verified By: Luis P. Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL174911 R _AE 3 225-2:,pff Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL17499 R3 _CCAC MI Windows,- 185 Sl-LTM1f_Fin) Approved for use outside HVHZ: Yes t1d Impact Resistant; No Design Pressure: +50/-50 412 d f Other: P-PG50* FL17499 P13 _C C.,,i 1 Windows.. le Fliag 3) _, df FLI 7 L41_ pdf Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions F- 17499 R3_.I 08-0254.8B.p g! f Verified By: Luis P, Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 17499. 8 185 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 HVHZ: No FL17499 R3 C CAC MI Window SASH Twin Pin Approved for use outside HVHZ: Yes L_L)_2df Impact Resistant: No FL1 7499 -in Pin) Design Pressure: +45/-45 Lih-p-CLf Other: R-PG45 FL1749Q win 1_ 17499 R3 C CA-M! Windows L85-51-1 Twin (Flan_q A), Pj f Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions 08 2 2575 7 gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL11, 7499 R3 AE 5—,T-,'R-7 nof Created by Independent Third Party: Yes EE EE 1, :: 2 s e FL 22191 Eton 8 4 o, stnR a—allohThe State of Florida is an AA/EEC employer, Z rich 2 7- Q: , ate of Fl nda. EgtPD-0 https:"/ wwu,.floridabuildinc,.orc,/'P r/pr app dtl.aspx?paran-i=wGEVXQwlDqtCUGwjQ'z6B... 22/1/2018 Florida Building Code Online Page 4 of 4 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 trial', If you have any questions, please contact 850.467,1395, *Pursuant to Section 455.275(1) Florida Statutes, effective October I, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The email$ provided may be used for officiai 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 bgrg_ Product Approval Accepts: Cl'e& Card Safe https:lll",,A-A7.floridabuildinc,.or2lprlpr—app_dtl.aspx?paran-i=wGEVXQvADqtCUGgvjQlz6B... 2/1/2018 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. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME ITT 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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS 51-IALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 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 #8 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 . < REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/15 R.L. 6 REVISED GLASS 10/02/17 R.L. 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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,OOOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION i NOTES 2 3 1 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 ICOMPONENTS SIGNED: 1211412017 MI DOOR ,T LLC1II 06soDOWWESTMARKET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW Jo §5 52" X 72" NON —IMPACT NOTES A 9.TATE i,, f/tRs SO}T,Bp.^ DRAWN: NO, REV OS B jJ7S111IIASCALENTSDATE12/29/14 S""T 1 OF 11 I011\ L. ROBERTO LOADS R. E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434 688 0609 rIIomasCZDmomaspaoom 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH 2" MAX — } 16" MAX O.C. 2" MAX 2'* MAX — 16" MAX O.C. 2` MAX 1 16" MAX O.C. 72" MAX FRAME HEIGHT MAX 1 O O.C. 72" MAX FRAME HEIGHT 1 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE IIUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE & FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION SEE CHART #i FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #7 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60,OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2 HARDWARE SCHEDULE 4. (2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL 2) BLOCK AND TACKLE BALANCE AT JAMBS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. A 1 REVISED GLASS 10/02/17 R.L. CHART #1 Number of anchor locations required Frame Frame Width (in) Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00 in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 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 36.00 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 4 54.00 2 51 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 I 6 3 6 3 6 4 6 4 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS DRAWN: DWG NO, Rt/ N.G. 08-02549 8 CAE NTS IDATE 12/29/ 1 4 1 SHEET 2 OF 11 L. ROBER7"0 LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609- r110 asC.)kf masp,— SIGNED: 1211412017 l}} 1Kt 11L/o ///// 1 u r TATT OF Luis R. Lomas P.E. FL No.: 62514 52" MAX FRAME WIDTH -- 52" MAX FRAME 'WIDTH 2" MAX -- .. ICY' MAX O.C. -_ 2" MAX 2" MAX - 10MAX O.C. 2" 10' 10" / MAX O.C. MAX O.C. 72" / 72" / MAX _ _ 1 MAX FRAME FRAME j --- HEICHTHEIGH1RE' a5f6NG REV DESCMPTION OATE -I'110"F0 NA 07 REMSEOANCHORSPACING2cCHARTS /11/16 R.1... 2" MAX 8 REVISED GLASS 10/02/17 R.1.. CHART # 2 Number of anchor locations required Frame Frame Width (in) Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00 in) H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S Jamb H& S jjamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 3600 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 54.00 3 6 6 3 3 6 6 4 6 4 6 5 5 6 5 6 5 6 6 6 6 6 6 6 6 6 6 60. 00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 8 3 6 4 8 5 8 5 8 6 8 6 8 72. 00 3 8 3 1 8 4 8 5 1 11 1 5 1 11 1 6 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART # 2 FOR SMALLER UNITS REOUIRFD ANCHORS SEE CHART #2 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE SIGNED- 1211412017 MI WINsSbDOW DOOREFT LLC el l))70 NOTE' T MARKETD vv 1. MAXIMUM SASH SIZE; 51" X 36". _ GRATZ, PA 17030-0370 2 MAXIMUM SASH D 3 .0.: 47 5/8" X 32 1 /2`. SERIES 185 ALUMINUM SINGLE HUNG WINDOW tiX,O S,9cPr% 51 # - 3- MAXWH) M FIXED U l ().: 43 3/8" X 32 112". 52" X 72" NON -IMPACT rf, FIN ELEVATIONS O, TAT OF ORMYN cwG NO. RLY N.G O8 s02540 6 ram'' fiL OR sj X \ DnT FITS 12/29/14 3 OF 11 111A 11 HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8"FROM EACH END INTER IMAEETING L. ROeeRTO LOMAS P.E. 1432 WDODEORD Lao LEWlSvttLE, n+C 27023 Luis R. Lomas P.E. 2) BLOCK AND 1ACKI,E BALANCE AT JAMBS 434-688-0.605 rliornasOalrWmaspe-1 FL No.: 6251 4 uemslores 1/2" MIN REV DESCRIPTi0o EDGE DISTANCE -- A REVISED ANCHOR SPACING & CHARTS WOOD FRAMING ...--. OR 2X (SUCK REVISED f,1A55 BY OTHERS — 1 7/4" MIN. EMBEDMENT BACKER ROD -j— APPROVED jJJ 1/4" MAX, SEALANT SHIM SPACE 10 WOOD SCREW 7 BEMHEDMENTEDRlt L— INTERIOR MIN EDGE DISTANCE I SCREW WOOD TRADING OR 2X HUCK EXTERIOR BY OTHERS BACKER ROD Fr APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT' 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, IN TERIOR AND EX7ETROR FINISHES, 13YOTHERS, NOT SHOWN FOR C! ANI I Y, 2. AERIME EP AND JOINTSEALANT BY OTHERS 70 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMS? INSTALLATION DETAIL BUG -- WOOD Ff 7AMiNG OR 2X K lNSTALLATiON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DRAW N D"" NO N.G. 48-02549 sAe NTS "" 12/29/14 -F" 4 OF 11 I, ROBERTO LOMAS P.E. 1432 NOODFORD RD LEWISVILLE, NG 27023 434 688 0609 rilomaspirlomaspe—m DATE APPRGIVED 07/11/16 1 10102117 IRI,- SIGNED: 1211412017 i1RENi0 i TAATTgrC0Or't"' S OF Luis REV i'. Pi i. •,`+.. Luis R. Lomas P.E. FL No.: 62514 Mt I STRUCTU BY OTHE APPROVED SEALANT 1 /2" MIN r EDGE DISTANCE 1 /4" MAX. SHIM SPACE R,v „AS OR SELF DRILLING SCREW INTEf" EXTERIOR BACKER ROD APPROVED SEALANT META STRUCTUR BY 011-IER SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREWS a 1/2 MIN, EDGE DISTANCE METAL STRUCTURE BY OTHERS REWSION5 REV DESCRIPTION DATE I APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L. 8 REVISED GLASS 11 R.L. 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS DRAWN: DWG N0, I REV N.G. 08-02549 B SCALE NTS I DATE 12/29/1 4 1 SHEET 5 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688 0609 110-19111-1spe-cam SIGNED: 1211412017 XOI-N 9 o 5 y3' SP/ATE OF 0 ft N F1oRtC?P•'`'` r, JSS ONA 11 Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY - - BY OTHERS o -- OPTIONAL 1X BUCK 1 1/4" MIN. e d EMBEDMENT SEE NOTES 3 - 7 ° SHEET 1 `\ 1/4" MAX. BACKER ROD \ SHIM SPACE APPROVED SEALANT 3/16" TAPCON INTERIOR I S EXTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL_ 1X BUCK 1/4" MAX, SEE NOTE 3 - 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS 14 d°. c d 4 VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. _ EMBEDMENT CONCRETE/MASONRY BY OTHERS 0 9 3/16" TAPCON d ° a n 2 1/2" , MIN. EDGE a DISTANCE REVISIONS ` REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARiS 07/11/15 R.L_ 8 REVISED GLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE EXTERIOR BACKER ROD APPROVED OPTIONAL 1X BUCK -I SEALA. SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: iL 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 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS PRAWN: 7N.G. 08-02549 SCALE N'TS DATE 12/29/14 6NEET6 OF 11 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434 688-0609 r!lomasOa lrlomaspe.cam SIGNED: 1211412017 11 p1 I I L1o i 0,. 6¢5 711,, ATT0 REV , -° tnRto?• .. B© NA Luis R. Lomas P.E. EL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1/4" MAX. HIM SPACE 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE 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 1N ACCORDANCE WITH ASTM E2112 1 1/4" MIN EMBEDMENT 1 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS ` REV DESCRIPTION DATE APPROVED A REVISED El REVISED GLASS ANCHOR SPACING & CHARTS 0/02/177 RL. 1/4" MAX. SHIM SPACE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL_ WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWN: DWC N0. N.G. 08-02549 SCALE NTS I DATE 12/29/14 s"EEr7 OF 11 L. RnOCRTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 rliomas@biomaspe.com SIGNED: 1211412017 10 ti •. XGEN,S, ' e0 5 y 9L t1 - TE OF w REV t`<C ` 10R10A' Luis R. Lomas P.E. FL No.: 62514 2 112 MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ' a " 06 d 1 1/4" MIN, OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3 — 7 e SHEET 1 1/4" MAX. BACKER ROD \ SHIM SPACE APPROVED SEALANT 3/16" TAPCON INTERIOR r7t EXTERIOR rl'I SILL TO BE SET i N A BED OF BACKER ROD APPROVED APPROVED STRUCTURAL SEALANT SEALANT I OPTIONAL 1X BUCK 1/4" MAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY a BY OTHERS a VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION 1 1/4" PAIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE I REVISfONS REV DESCRIPTION DAiE APPROVEp A REVISED ANCHOR SPACING & CHARTS 07/11/36 RL. 8 REVISED GLASS 1 10/02/17 R.E. OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/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 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWN; DWG Nq. Nr G08-02549 TS DATE 12/29/14 "T9 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688 0609 rllomas lrlomaspe.com SIGNED: 1211412017 XV» itlUl!)AA7X o TO T/ REv 0'" t*' F OR10; • ` Luis R. Lomas P.E. FL No.: 62514 APPROVE1 SEALANT BEHIND FIF 7/16" MIN EDGE DISTANCE INTERIOR Rl EXTERIOR 7/16" MIN EDGE DISTAN(A APPROVED SEALANT BEHIND FIN MOUipAt-M VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING 1/4- MAX BY OTHERS SHIM SPACE 8 WOOD SCREW INTERIOR 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL 1WWOODOCR 2X BUCK INSTALLATION REVISIONS DESCRIMPNI RFVD,FD ANCHOR SPACING & CHARTS REVISED CLASS NOTES: 1/4" MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARIFY. SHIM SPACE 2. PERIMETLR AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN TNO- N.G. 08-02549 SCALE NTS I DATE 12/29/14 L. ROBERTOLOMASPE 1432 WOODFORD RD LEWISVILLE, NC 27023 434 688-0609 61—AC.Ikk,ma,pe — DATI APPROVED 6 L R,( SIGNED: 1211412017 R. L TA TFO F ORI 11MA0111 1 Luis R. Lomas P.E. FL No,: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT L EXTERIOR /> BACKER ROC APPROVEU SEALANT METAI_ STRUCTURE BY OTHERS 112" MIN EDGE DISTANCE 1/4" MAX, SHIM SPACE IS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE V11714 ASTM E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE REVISIONS REVISED ANCHOR SPACING & CHARTS RPOSE0 GLASS 1/4" MAX, SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS It v1/2" MIN. EDGE DISTANCE EXTERIOR ML TAT BACKER RD[) STRUCTURE APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL S7RUCTUREINSTALLANON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 155 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON --IMPACT FINLESS INSTALLATION DETAILS DRAWN =NO N. G. 08-02549 SCALE NFS I DATE 12/29/14 1 SITEET 8 OF 11 L. ROBERTO LOMAS RE I432 WOODFORD RD LEWISVILLE, AID 27023 434-588-6609 rflomasoiklamaspe com DATE APPR0. 10/02/17 R L SIGNED: 1211412017 L 0fly i 41TAT 77 a Ft0RtaP B Luis R. Lomas P.E. FL No,: 62514 2 3/16 13116" I— I— I FLANGE FRAME HEAD CAI- 18501 ALUMINUM 6063- T5 050" THICK 2 5/16" 3 3/8" FLANGE FRAME SILL CM 18502 ALUMINUM 6063- T5 .055' THICK ALUMINUI;60-63-7`5.062" THICK GLAZING BEAD CIII IF535— FLIGID PVC.050' THICK 1 7/8" 2 3/16", J FLANGE FRAME JAMB 18503 ALUMINUM 6063-T5.050" THICK 2 5/16" 2 13/1W FINLESS FRAME SILL CM 18554 ALUMINUM 6063-T5,055' THICK 1 7/16 2 5/16" L SASH BOTTOM RAIL CM-18555 - ALUMINUM 6063-T5 .050" THICK 11 3/8" r SASH STILE CM 18507 ALUMINUM 6063-75,050"THICK L22 3/16" 1 5/16" FINLFSS FRAME HEAD CM- 18,553 ALUMINUM 6063 T5,050" THICK 2 5/16" 3 3/4" JL IN FRAME SILL GIB- 18509 ALUMINUM 6063-T5,055" THICK C 2 3116" FINLESS FRAME JAMB cm 18513 ALUMINUM 6063 T5 050"THICK 1-1 1-1- ALUMINUM 6063 75.055'THICK 2 3116" -- 2 5/16" LL FIN FRAME HEAD CM 18508 ALUMINUM 6063 T5,050' THICK 2 318" 2 3/16" FIN FRAME JAMS rlu_18_5_10 ALUMINUM 6063-T5.050' THICK RFVISK)NS DESCRIPTION RATE APPROVED REVISED APR NOR SPACING & CHARTS 07/11/16 RJ REVISED GIASS R L' 5/8- — 1 /8" ANN. --- L- 1/8" ANN. 1/8" ANN. 090 PVB BY KORARAY MFTAL REINFORCED11BUTYLSPACER EXTERIOR INTERIOR 1/2" F311E SILICONE SEALANT SETTING BLOCK I A 71mr, nFTA It SIGNED: 1211412017 MI WINDOWS ANRKETDDOORS, STREET LLC r 650 WEST MA R L 0 GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW iy 52" X 72" NON —IMPACT 7ATa E5ol-FCOMPONENTS 7NO 0 OR Awl, EV 0 R N.G. 08— B SCALE NTS DATE 12/29/14 1 HEET 11 OF 11 L. ROBER FO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 62514 434-688 0609 'PO, Florida Building Code Online Page I of 3 alw- 71= -er 1SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBc Staff j 5CIS Site Map Links Search A laroduct ApprovaldbpUSER: Public User E:._qqX, A.Ur2yal Me— , P,odggl o,_AU1ic&1ion" > Aso s—gIr Iist > Application DetailF_ FL Jf FLI.5349-R9 Application Type Revision Code Version 2017 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd,com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/1.S. 2/A440 Method I Option A 12/131/2017 2/31/2017 01/04/2018 Year 2011 2008 https://,N-w-\v.florldabuilding.org/pr/pr_app_dtl. aspx`?paranl=wGEVXQwtDgtH85 72gvd W1... 1/31/2018 Florida Building Code Online Paae 2 of 3 Summary of Products FL # Model, Number or Name 1 Description 15349.1 1185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes El- L2249 R9 FL -5' ia2 R9 --Z -P..qf Impact Resistant; No Quality Assurance Contract Expiration Date Design Pressure: -60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R9 11 08:023_7B_pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL-151!,9 AE--5 _3 124B_pdf Created by independent Third Party: Yes 1 15349,2 1 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No PLI 5249 R9 f -_AC ARC 15350 ,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant; No 01/24/2021 Design Pressure: 4-55/-55 Installation Instructions Other: R-PG55 LLJIJ!49 _Pq _L: 08'12' 4 9df Verified By: Luis R. Lomas, RE 62514 Created by Independent Third Party: Yes Evaluation Reports df Created by independent Third Party: Yes 15349.3 1185 PW Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 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-LC55, Missile Level D, Wind Zone 3. Glass EL15n42-12-IS 08 02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports L153-:L9_P,9 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 FL 349 R9 MCA" APC 8=412_f Approved for use outside HVHZ: Yes f- 534- RoC CAC AP827-,df Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-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" fL-_'15349 R9 11 08-_016_14BS qLf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports LLLail- SL-EE 512278B.pdf 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 Approved for use -outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass PL15349 _R9 II 08-01613B pull consisted of 5/32" 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 R" AE 51227-/Buf Created by Independent Third Party: Yes Sack EE 2kQj_ BjaLr -ill h F- - PLO-n-e--85-0-41EZ--L.-4 5jQcg_R-QD-0 The State of Flonda is an AA/EEC employer. n' 1007- ,O q t -I 1i a aCces1_b,1,tLSt8j—e1t :: E9f 11 https:,// w-,A-w.floridabuilding,orL,/pr/pr_app_dtl.aspx?paraii-i=wGEVXQw-tDqtH8572qvdWl... 1/3 1/2018 Florida Building Code Online Page 3 of ' :) Under Florida law, email addresses are public records. if you do not want you, e-mau 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 850.481, 1395. "Pursuant to Section 455,275(j), Florida Statutes, effective October — 2012, licensees licensed under Chapter 455, F.S. must provide. the Department with an email address if they have one. The emais provided may be used for official communication with the pensee. However email addresses are public record. If you do no', 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 htrf.. Product Approval Accepts: M U , E M Cre6t Cai'd safe https://www.floridabuildinc,. 1 /3 1/2 0181-1 org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH 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, 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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #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. REIASIONS DESCRPTVON DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 1 R.t_ REVISED NAME AND ADDRESS 70/27/1fi R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 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,OOOPS MINIMUM. D. METAL STRUCTURE: STEEL 18GA (048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TABLE OF CONTENTS DRAWN ox0 SHEET NO. DESCRIPTION J.L. 08-02357 1 NOTES sCALe NTS DATE 09/03/14 SHEE! 1 OF 12 2 — 3 1 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS 1.. ROBERTO LOAAS P.E. 1432 WOODFORD RD LEWISOLLE, NC 27023 434-599-0509 rf+omas t iomaspe-cnm SIGNED: 1111512016 9ilLo o61 7ATE OF w REV 51'`. Luis R. Lomas P.E. FL No.: 62514 I— 72 1/2" MAX FRAME WIDTH _ 6" MAX 18" MAX D.C. 6- MAX 18 MAX O.C. T_ 71 1/2- MAX FRAME HEIGHT 4// REFER TO CHARTS 1 & #2 FOR NUMBER OF ANCHORS REQUIRED 6" MAX SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW 72 1/2" MAX FRAME WIDTH 18" MAX D.C. 6" MAX I 6' I 71 1/2- 18" MAX MAX O.C. FRAME HEIGHr 00 REFER TO CHARTS — SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60. OPSF NONE NOTES 1. MAXIMUMD.L.O.: 69314"X58314' REVISIONS REV DESCRIP n(:m DATE I—. A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHART #1 Number of anchors required (without rigid fillers) Frame Frame width (in) Haight 24.01 36.00 42,00 48.00 1 54.00 60,00 1 66,00 72,50 ii) HAS H&S pmb H&S Iamb H&S Jamb H&S J-1, H&S Jamb H&S .mb PjH&S lamb F.adt, 24, 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3( 100 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 36, 00 4200 48. 00 2 2 2 3 3 3 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 3 3 r4 3 5 _ 3 5 1 5 5— 6 3 3 3 5 6 6 3 3 54. 00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 60. 00 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 5 7 5 6600 2 4 2 4 3 5 3 5 4 6 7L50 1 2 1 5 1 2 1 5 1 3 1 5 1 3 1 6 1 3 1 6 1 4 1 , Ili 1 1 2 7d6-- CHART # 2 Number of anchors required fwith rigid fillers) Frame Frame width (in) Tiemill 24W 7 3eT036.00 42,00 41T00 54,00 60.00 72,50 in) H&S Pamb H&S Jamb H&S Jamb H&S P.mb H&S Jamb H&S amb HAS J.mb H&S arnb1 H&S arnb 24. 00 2 1 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 2 A 2 4 2 5 2 36, 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 42. 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 48. 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 54. 00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 60. 00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 66. 00 2 4 2 4 3 4 1 4 I 4 4 4 4 4 4 4 5 4 7L! 3 1 I 3 , 1 4 5 4 5 4 5 5 5 1 SEE SHEETS 4-7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ , PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWN: DWG No. J.L. 08-02357 S`LE NTS I "' 09/03/14 I—E2 OF 12 1 ROBERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-6680609 r00MaSP1rf0rna5pexom SIGNED: 1111512016 L 0 p 0 T OF RI Luis R. Lomas P.E. FL No.: 62514 I— 72 1/2" MAX FRAME WIDTH — _ 6" MAX 1—r 18" MAX D.C. I 1— 6" MAX MAX Q.C. 71 1/2" MAX FRAME HEIGHT 1 0/ REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED I- 72 1/2- MAX FRAME WIDTH 6" MAX 1-1-- 18" MAX O.C. 6" MAX O I M8A—, 18 MAX O.C. T- 71 1/2" MAX FRAME 1HEIGHT I 0/0 EFER 10 CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUMD.L.O.: 69314"X68314' REV DESMIPMN DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R. L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHART#3 Number of anchors required (fin Installation) frame Frame vidth (in) Neighs 24.00 30.00 36.00 1 42.00 48.00 54.00 6000 6600 72.50— VOil) SH&S J-bI H&S P—b H4S 11a, W,114&S 1; b 11 &S amb H&S amb HAS b 24.00 3 3 2 3 33 4 3 4 3 4 3 5 3 5 3 6 3 1 30,00 43 3 3 3 3 4 3 4 3 4 3 5 3 5 3 3 36.00 33 33 33 3 3r 3 4 3 4 3 4 3 5 3 5 3 6 3 42,00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 4 48,00 3 4 3 4 3 4 4 4 4 4 4 5 4 5 4 6 6 4 54,00 3 4 3 4 3 4 4 4 4 4 4 4 4 4 5 4 6 4 60,00 3 5 3 4 5 4 5 4 5 5 5 5 56.00 3 1 3 1 314 42—!_555155655 1 71,50 3 6 3 6 1 4 6 4 1 6#4 6 5 6 5 1 6 6 1 6 SEE SHEET 8 FOR INSTALLATION DETAILS M1 WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART DRAVIM DWG NO. J. L. 08-02357 sc'L' NTS I 11A11 09/03/1 SHEEi3 OF 12 L ROBERTO I OMAS P E 1432 WOODFORD RD EWISVILLE,NC27023Ll434-688-0609 r1lornaSPH—Spe C-7 SIGNED: 1111512016 R111 L 0 ETM 0 B 0/ 0NA1_ Luis R. Lomas P. E. FL No.: 62514 112" MIN EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. BY 01 OR 2X BUCK _4 EMBEDMENT1JERS' MAX BACKER DO() SHIM SPACE APPROVED ST A[ANT 10 WOOD SCREW INTERIOR EXTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4 MIN. OR 2X RUCK EMBEDMENT BY OTHERS 112" MIN. rr EDGE DISTANCE VERTICAL CROSS SECTION fV06— ELATION6TRWA6ORYXBOCiKINSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I---- _T_ EDGE DISTANCE 1\ \ —A INTERIOR 10 WOOD SCREW L WOOD FRAMING'EXTERIOR Of? 2X BUCK BY DINERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAL. LA TION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT r7v_rFr BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY 0114ERS 3/4" MIN E DISTANCE 1/4" MAX, SHIM SPACE 10 SMS OR ELF DRILLING CREW 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, SHIM SPACE F27 3/4" MIN. EDGE DISTANCE I---- 10 SMS OR SELF DRILLING SCREWS METAL -/ EXTERIOR STRUCTURE j7— BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISED INSTALLATION DETAILS REVISED NAME AND ADDRESS WEAPPMWED o6j NOTES, I INTERIOR AND EXTERIOR FINISHES, BYOIHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS 70 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 0 GRA TZ PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT OF FINLESSINSTALLATIONDETAILSWITHOUTFILLERSTATORA14N No.RIV T,jS J. L. 08—2 0357R AC SCA DATI 4 OF 12 LENTS ()9/03/1 11111110 I ROBEPTOLOMASRE. Luis R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE, NG 27023 FL No.: 62514 434- 6880509 rAonMSCoork-8Sp- REV7`aK>NS ` 2 1f2„ MIN REV OESGRIPTK0 4 A REVISED INSTALLATION DEIAgS DATE AVPROVED 06/01/15 Rt. EDGE DISTANCE 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY c BY OTHERS 1 1/4" MIN. i a 1 1/4" MIN. a. EMBEDMENT OPTIONAL. 1X RUCK° 9 EMBEDMENT SEE NOTES 3 - 7 SHEET 7 I- CONCRETE/MASONRY - BACKER ROD -' Rc APPROVED f 1/4" MAX i *, SHIM SPACE BY OTHERS e ".. 1/4" MAX. SHIM SPACE SEAt..ANI A OPTIONAL 1X BUCK - SEE NOTES 3 -- 7 SHEET 1 3/15" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON - a INTERIOR 3/16' TAPCON 1 BACKER ROD - APPROVED SEALANT \ 1/4" MAX. 2 1 f 2` JEOPTIONAL1XBUCK SEE NOTE 3 - 7 SHIM SPACE MIN. EDCE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY - BACKER ROD z APPROVED BY OTHERS a 1 1/4" ENT SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION GONCRETEtRMSONRY INSTALLATION SIGNED: 1111,512016 MI WIND DOORS, LLC RLLiLra?' oWw. MARKETS6 9 GRATZ, PA 17030 XGENS r NOTES: SERIES 185 ALUMINUM FIXED WINDOW I,5 7.1ldTERIORAND EXTERIOR FINtSttE.S,BYOTHERS, 73" X 72" NON -IMPACT srsy.ti, v NOT SHOWN FOR CLARITY, FINLESS INSTALLATION DETAILS WITHUT FILLERS TATE OP 1. 2. PETHMETER AND JOINT ,SEALANT,9Y OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRrvmr REV X7O 08s0E357p1S C,\\ GALE DATE NTS09/03/14 5 OF 12 L. ROBERTOLOMASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LE WISVILLE, NC 27023 I FL NO.: 62514 434- 688-0609 rII mas(a?hlomaspe.— 1/2" MIN. EDGE DISTANCE WOOD FRAMING \ 1 1/4" MIN. OR 2X BUCK ' BY OTHERS x — EMBEDMENT f 1/4•, MAX, L SPACEBACKERROD .. APPROVED i`. SHIM SEALANT RIGID TILLER 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANTS SHIM SPACE WOOD FRAMING 1/4" MIN. OR 2X BUCK 7 EMBEDMENT BY OTITIERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X 6UCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I RIGID FILLER 1/2`• TABCE EDGE DISTANCE INTERIOR I 10 WOOD 1XI SCREW WOOD FP.AMING OR 2X i3liCit EXTERIOR 8Y OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS HACKER ROD APPROVED SEAL ANT EXTERIOR BACKER ROD -- APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN - EDGE DISTANCE 3/4" MIN EDGE DISTANCE 1/4" MAX, F SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 3/4" MAX. SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL -CROSS-SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR 10 SMS OR SELF DRILLING SCREWS --- METAL - EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION HEVISYJNS DESCRIPM)N REVISED INSTALLATION DETAILS REVISED NAME AND ADDRESS CATG A f Ft0'JGt) 06/01 15 F?.t 10/27116 F2T - NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED., 1111512016 M3 WIND DKDOORS, LLC i L0 oWw. MAETS GRATZ, PA 17030 ST, X, SERIES 185 ALUMINUM FIXED WINDOW oy51 73" X 72" NON --IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS A TATE ( ti naawra: Dnc NO O8 S023 aea r't' ;"(ORl''*Dt-'N a L. aarENTS 09/03/14 6 OF 12 L. ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEV/ISVIL LE, NC 27023 FL No.: 62514434-688-0609 REVf`aH)NS ' REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L, 2 1 f 2" MIN, — EDGE DISTANCE B REVISED NAME AND AOORESS CONCRFIE/MASONRY - --- BY OTHERS °} 1 1/4" MIN. _ a ° as 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK SEE NOTES 3 — 7 ° EMBEDMENT SHEET i _ _..------ ------ -- CONCRETE/MASONRY HACKER ROD L°I _ 7/4` MAX. BY OTHER5 _ 1/4" MAX. APPROVED 1 SHIM SPACE ° SHIM SPACE SEALANT OPTIONAL 1X RUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLER SHEET 1 3/16" TAPCON afEXTERIORINTERIOR3/1s>" TAPcoN INTERIOR 3/16" TAPCONBACKERROD& APPROVED RIGID FILLERSEALANTOPTIONAL1XBUCK 1/4" MAX. - 2 1/2" HIM SPACEMIN. SE[ tJOTE 3 _.. 7EDGE— SHEET 1 . ' L DISTANCE EXTERIOR CONCRETF/MASONRY BACKER ROD BY 0114ERS ° e & APPROVED a 1 i f 4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL 4 w ,._ ,.__ T CONCRETUMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION SIGNED_ 1111512016 MI WINDOWS oW. MAET DKDOORS, LLC ST. R111Llo7 GRATZ, PA 17030 1 •tiGENA s NOTES: 1.INTERIOR AND EXTERIOR FINISHES, BYOTHERS, SERIES 185 ALUMINUM FIXED WINDOW =,4TATrNOTSHOWNFORCLARITY. 73" X 72" NON —IMPACT C moL(r7 2. PERIMF_TERAND JOINT SEALANTHYOTHERS TORE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS '='A OF ° DESIGNED IN ACCORDANCE WITH ASTM E2112 '" C? e• 4W '; DRAWN: Dwc No. R-V Jr L08- 02357 R X/jJSIayA1\S FITS °ATE 09/03/14 Si;EEr7 OF 12 77/l11111110 L. RO9FRTO LOMAS P.E. Luis R. Lomas V.E. 1432 WOODFORD RD LEN/ISVI LF, NC 27023 434-688- 0609 dlomasCwlrlo Ae.cam FL No.: 62514 WOOD I PAMLFLG OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN EMBEDMENT MAX, J SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & xAPPROVED ';EAI,ANF 1/4" MAX. BEHIND FIANCE SHIM SPACE WOOD FRAMING OR 2X BUCK 1/4" MFN BY OTHERS EMBEDMENT 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 112" MIN. EDGE D ISIANCE INTERIOR i 10 WOOD SCREIN WOOD I RAMING, OR 2X RUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FIANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA DON 3/4" MIN METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4- MAX SHIM SPACE 10 SMS OR 71-F DRILLING REW EXTERIOR INTERIOR 10 'DIS OR SELF SMS LLING SCREW BACKER ROD & X. RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE METAL STRUCTUR BY OTHER 3/4"' MIN EDGE DISTANCE -4 VER TICA L -CROSS SECTION METAL STRUCTURETURE INS TALLA TION r 1/4" MAX, SHIM SPACE T_ 3/4" MIN. INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALL APON REVISED INSTALLATION DETA115 REVISED NAME AND ADDRESS DATE: APP011ED 06/01/15 P, L' 1012711F Rl, 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 ASTI E2112 SIGNED: 1111512016 AND DOORS, LLC MIWINDOWW. MARKETS 650ST, R, L o GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT STATE RFFLANGEINSTALLATIONDETAILSWITHOUTFILLERSOF . 0 IlwN VWG0, DRAWN: RIN fl I J. L. 08-02357 8 tp S/0 SCALE NTS JDATF 09/03/14 1 SH11T 8 OF 12 L ROBERTOLOMASPE. 1432 Wa9DFORD RD LEWISVILLE AO 27023 Luis R. Lomas P.E. FL No.: 62514 4345B80609 REIAS1NS RF' OESGRIPTfOh DAPS AIPROVED 2 1/2 MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.I_ EDGE DiSTAi*10E 8 REVISED NAME AND ADDRESS 10/27/16 RA_ CONCRETE/MASONRY BY 01'11ERS a d 1 1/4" MIN. 4 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK — a` ° EMBEDMENT SEE NOTES 3 - 7 °...._..._...a__ q.--- Shili_Fl 1 CONCRETE/MASONRY BACKER ROD & 1/4" MAX - BY OTHERS _ _ 1/4" MAX. APPROVED SEALANT SHIM SPACE d SHIM SPACE BEHIND FLANGE OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET l 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED P7- N_ O(T 0N! l1 SEALANT' - BEIIIND FLANGE 1/ 4' MAX.Z 1/2 ---- BUCK° SEE NOTE 3 - 7 SHIM SPACE DINE a SHEET 1 DISTANCE EXTERIOR CONCRETE/ MASONRY -- - BACKER ROD & BY OTHERS - --, - APPROVED SEALANT 4 a 1 1/4" MIN. BEHIND FLANGE a, EMBEDMENT JAMB INSTALLATION DETAIL a----- b-- - CONCRETEAVASONRY INSTALLATION 2 112" MIN, EDGE: DISTANCE VERTICAL CROSS SECTION GONGRETEMA. SONRY INST ALLATION SIGNED: 1111512016 MI WINDOWw. MARKETS OKDOORS, LAC S1RtI1Lt9// GRATZ, PA 17030 `v,.'\GENSF NOTES: SERIES 185 ALUMINUM FIXED WINDOW xt* is 6r 51 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON -IMPACT .,7"" if l,Zw, NOT SHOWN FOR ccAR7Tr FLANGE INSTALLATION DETAILS WITHOUT FILLERS -a , STATE OF , r 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE (?, R 44, JL, DESIGNED INACCORDANCE WITH ASTM E2712 ORAWN: 0 Dwc w.. REV .(* R ro r D£ i— S01357 B //XS1QjlA - NTS 09/ 03/ 14 g OF 12 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISOLLE, NC 27023 4-s4 668 06oR error 3s w maspa.com 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 SF_AI_ANT \ 1/4" MAX. BEI IND FLANGE HIM SPACE WOOD FRAMING 1 1%4:. MIN OR 2X BUCK 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 -i-- SHIM SPACE 1 RIGID FILLER EDGE D 1 DISTANC INTERIOR 10 WOOD SCREWj---- WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN METAL. STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE BID FiL.1 ER 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & — - RIGID FILLER APPROVED SEALANT JIBEHINDFLANGEi. / 1/4" MAX. 1j3j j r SHIM SPACE METAL ---- sTRucTU'E I BY OTHERS 3/4" MIN _ EDGE DISTANCE } ~ VERTICAL CROSS SECTION METAL. STRUCTURE INSTALLATION 1/4" MAX" SHIM SPACE RIGID FILLER 3MIN. INTERIOR EDGEE D DISTANCE JJJ -- 10 SMS OR - SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS ...BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMBINSTALLATION DETAIL METAL STRUCTURE INSTALLATION aersx>rts "' REVISED INSTALLATION DEFAILS REVISED NAME_ AND ADDRESS ATE AP:' ROVEO i5/01/ 15 R L 10127/16 R L NOTES: L INTERIOR AND EXTERIOR FINISHES, RY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTRFRS 7"0 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 Mi WINDOWS AND DOORS, LLC ULIIIIIlr177 650 W. MARKET ST. L bZf XXXi G ENs 9J GRATZ, PA17030A • y SERIES 185 ALUMINUM FIXED WINDOW k 73" X 72" NON -IMPACT v,ttir FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TAT OF t DRAWN. D' uC N0. REV OS 0 57 B X//7IONALIXX S catE tuTz NTS - 09/03/14 10 OF 12 1111111, L. ROBERTO LOMAS P. E. 1432 WOODFORD RD LEWIS VIL LE AM 27023 Luis R. Lomas P.E. FL No.: 62514 434-6880609rtfomasTo3Momaspe-earn REViSK)NS ` REV DES RiP71ON DATE A4f ROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 46/01/15 RI EDGE DISTANCE 6 REVISED NAME ADD ADDRESS 1017.7116 R L COLIC P,ETE/MASONRY ------ v---T- 4`` .- __.._._._. BY OTHERS a a 1 1/4" MIN. OPTI° 1 1/4" MIN, EMBEDMENT SFE NOTS 3 - 7 N1 X BUCK --" - ° a ° EMBEDMENT F_ _ SHEET 1 4CRETE/ MASONRY 1MAX. hAAX. -.-... BACKER ROD &: - - BYOTHERS _ 1/4" MAX, APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL IX RUCK RIGID FILLER SEE NOTES 3 - 7 SHEEP i RIGID FILLER 3/16" TAPCON - a - EXTERIOR INTERIOR 3/16" TAPCON - a INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE RIGID FILLER - OPTIONAL 1X DUCK 1/ 4" MAX. 2 1/2 , SEE NOTE 3 - 7 - - ( St -?IPA SPACE MIN, a - SHEET 1 \\\ L EDGE - DISTANCE EXTERIOR CONCREI'{_/ MASONRY BACKER ROD & BY OTHERS \ I a - APPROVED SEALANT 1 1/ 4" MIN. BEHIND FLANGE EMBEDMENT JAMS INSTALLATION DETAIL n _.-- -- - CONCRETEIMASONRYINSTALLATION 8 < 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION SIGNED: 1111512016 NOTES: MI WINDOWS AND DOORS, LLC 1II1L107j i 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 650 W. MARKET ST. NOT SHOWN FOR CLARITY, GRATZ, PA 17030 2, PERIMETER AND JOINT SEALANT BY OTHERS TORE SERIES 185 ALUMINUM FIXED WINDOW51 .>. DESIGNED WACCORDANCE WITIIASTME2112 73" X 72" NON -IMPACT "` Zr}z FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 1,7 TATE OF 0 DRAWN: DWG NY0. RE SCALE 08-02357 B/QAJA 1y XA NTS oATe 09/03/14 11 OF 12 L. ROBERTO LOMAS P.E. Luis R. LOmtlS P.E. 1432 WOODFORD RO LEW6VILLE, NC 27023 434-6880609 fIOmas(&ldomespeCam FL No.: 62514 APPROVED SEALANT BEHIND FIN , _ 1 1/4" MIN. EMBEDMENT' 6 WOOD W000 SCREW ---- - FRAMING BY OTHERS S1S111U 1/4" MAX. SHIM SPACE WOOD FRAMING 1/4„ MAX v 3/8" MIN `- _--------- --- BY OTHERS SHIM SPACE EDGE DISTANCE 5 --J.-- 6 WOOD INTERIOR SCREW iNTER10R __ - -_-- ---- `- t EXTERIOR 1/4" MAX SHIM SPACE 3/8" MIN llltdt lH;+ EDGE DISTANCE iy 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" MlR EMBEDMENT APPROVED SEALANT > BEHIND (IN EXTERIOR 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISN)NS VESCRIPNON REVISED IPSTALLATON DETAILS REVISED NAME AND ADDRESS DATE AP ROVED 46/Oi/ 5 Ri 10/27/i£ RI -- 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 M1 WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON IMPACT FIN INSTALLATION DETAILS DRAWN, DWG M0. Jr L08-02357 TS DAFT 09/0314 S"EFT 12 OF 12L. ROBERTO LOMAsP.E.1432 WOODF` ORD RD LEMSVU LE, NC 27023 434-688- 0609 nlom ,Ctrtnrra-pe.— SIGNED: 1111512016 o4111 U 111/1j rya , STATE OF a' fiZORtOAti ti Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page I of 41 IT't "4., 't' '' r,'rdY 2 ay fix: `.,,. t' ' w w''St1"#yi. X BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fac*-s Publications FBC Staff 5C:S Site Map Links Sea,ch P roduct Approval Po,",Userr ROdu<,L2Ac va[Menu > aMgurt Or AZ "I, 2L,,,3eai-qn > Appl,', Lion List > Application Detail FL # FL15353-R3 w is Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 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 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 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 FILL15-353-R3 COL F-L-r-0-1-pdf Standard AAMA 450 Method ! option D Year 2010 https:lllwW-W.floridabuildiiLg.org,lprllpr_app_dtl.aspx?param=wGEVXQNN-tDqtH8572qvd',A,-IS... 2/11 1/2 0 18 Florida Building Code Online Page 2 of 3) Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/16/2017 10/23/2017 10/26/2017 12/12/201-7 FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Eu=—P-12--LLQ- 1448B. f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion fl l -3 R A 5 7 2 d span: 104-1/4" Created by Independent Third Party: Yes 15353.2 1 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No ELL 15 -_3 08 _E2_L_ Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion f j _R3 , Qf 3 _ f span: 83" Created by Independent Third Party: Yes 153533 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No fLL352_S3_ 11 08L014496_-pdf 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 L-153 R3 A: 512022B.IDIf span: 1156- 3/8" Created by independent Third Party: Yes 15353A j 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No U15-153 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 F'QR 1, 1204B.o f 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 LU5-1S R Ij_DkjQj442B pdf 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 fL_L5353_P1 AE 5122E66.pcif 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 3 i'o 'IdfApproved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion I span - 156- 3/8" 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 R3 11 08-01452B.2cif Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant- Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion IL —EL 5,2 , AEa_'1227:5 . q -,_p _Ifspan - 104-1114". Created by independent Third Party: Yes 15353.8 CM- 18531 Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Installation Instructions F_ j 5 - 3 5 3 _R= II G 8 -_Q 14 4 3 B. p d f Approved for use outside HVHZ: Yes Verified By: Luis P. Lomas, PE PE-62514 htips:llw,wiv. floridabuildinc,.orQlprlpr—app_dtl.aspx?parain=wGEVXQwtDqtH8572qvd)N7lS... 2/1/2018 Florida Buildinc, Code OnlineZ' Page 3 of 3T 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 mulljjonf.1-353 1 span - 63" P_ _AE 5-,2 267B.o ff C , , , ICreatedby Independent Third Party: Yes 15353.9 CM-18532 j Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No LLL 3 5 3R 3 iL-21F-1 --Q i 45 3 E -1P of 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 FL15353 R3 AE _5_120_:/778.pdf span - 156-3/8" Created by Independent Third Party: Yes i 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No fLL55 23 LL08-'Q4446 dfp 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 D_L_D_ Ft. j_5j-_,j_Ro_A-- b,4- 8 2cf 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 FL15353 R3 11 08-01494B 2df 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 FL.15 3,P,3_AE__5'2273B.._pqf span: 156-3/8". Created by Independent Third Party: Yes KE FEE, 262I Blair stone Road, Tallahassee F—,2-q The State of Florida is an AA/EEO employer. Colcy-pht 2007-2013 StatefFl ri PUvagy I A:cecLt dy atement :: Eel` t m Under Florida law, email addresses are public records. If you do not wart your e-mail address released in, response to a public-reco,ds request, do not send electronic mal; to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 85C.487.1395, *Pursuant to Section 455.275: ), Florida statutes, effective October 1, 2012, licensees licensed order Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for officiai 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 Dg:L. Product Approval Accepts: IM 91 —iS Kil., M cTe6' calrd Safe rhttps:/,'l/-\N-N-\N7.tloridabuilding.org/ ' r— app dtl.aspx?parai-ii=wGEVXQ A,-tDqtH8572qN7d'A,'IS... 2/ 1 /2 0 18https://-w-w.tloridabuilding.org/ /P NOFES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS 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 113 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, RE-QU,IR„ED 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 MUS1 BE APPROVED UNDER SEPARATE APPROVAL. 5) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY Mk WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF 1"1LE MULLION OR €HE 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 1111S DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEf'INE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16, 2) DETERPAINE 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 CONTAINfNG THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1, TRIBUTARY WIDTH = W1 -I W2 2 RensaNs DESCRtPPON SAS REVISED INSTALLATION DETAILS 06/ 1o/15 REVISED ANC14ORING NOTES & It STL .[ E . ! t 06/0 /1 ANCHORINC 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" ELCO ULTRCON TAPCON WHH SUFFICIENT LENGTH TO ACHIEVE A 1 1f4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) At FASTENERS TO BE CORROSION RESISTANT. 5) 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--90, GRADE N, TYPE 1 (OR GREATER), D. METAL STRUCTURE -STEEL 18CA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE # 10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C, THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO, DE CRIPPON i NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS ----- 4 COMPONENTS — - MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN: 6WG NO, V,L, 08-01 439 SCALE NTS DATE 01/11/12 1 So-{EF 1 OF 4 L. ROBERiO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688 0609 dhbm gtrl n—ps .—, AP,ROVED R.L. SIGNED: 10113/2017 Rt 11L of l0XO'F V S AF C7 . {t Luis R. Lomas P.E. FL No_: 62514 107 3/W COMBINED WIDTH W7 I FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTH W1 --.-- W2 --. f/ 83" WINDOWFRAME„ HEIGHT WINDOW MULLION SPAN) l 107 3/11" COMBINED WIDTH Vit --! W2-.._-._.... 83" r WINDOW EGFRAMEHEff,r T WIRDOV WIND I MULLION SPAN) W1 .._ W2 J1073/8" COMBINED `MOTH Desiqn pressure ratinq (psO Mullion span (in) 25,00 Tributary width (in) 18. 13 120.0 25,50 120.0 36.00 120, 0 42.00 120.0 48.00 120.0 52.13 420. D 37.38 120.0 120.0 120.0 120.E 120.0 120.0 49.63 120.0 98.3 81.2 76.9 75,2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 323 65.63 59.6 43.7 33.0 29.6 27.4 26.3 72.00 44,9 32.7 24.4 21.8 19.9 19.0 84.00 28,1 20.3 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 -- W2 -.--. 83" f FIIDIWFRAREWINDOW HEIGHT MULLION SPAN) f 07 3/8" __ COMBINED WIDTH 83" , i WINDOW FRAME WINDOW fl WINDOWHEIGHT- MULLION SPAN) M W 1 - --- -- W2 107 `1/8" _ - COMBINED WIDTH REVISK, s DESCRIPTION I DATE I APPROVE6 REVISED INSTALLATION DETAILS ©6/10/15 R.L. REVISED ANCHORING NOTES & INSTL DEL. 66 07 17 RL. 107 3/8" COMBINED WIDTH W1 .-_....I... W2-..._. 83" 1 1 WINDOW FRAME HEIGHT WINDOW WINDOW MULLION/// SPAN) L7W1 _ .--.It-- W2 -- 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 318"AS SHOWN HEREIN, Desi n pressure rating (pso with rebar Mullion span (in) Tributary width {in) 16.13 25.50 36.00 42.00 148.00 52.13 25.00 120.0 120.0 120.0 120,D 120.0 120.0 37.38 120.0 120,0 120.0 120,0 120.0 120.0 49.63 120.0 98.3 81.2 76,9 75.2 75.1 62.00 95.2 70.0 53.3 48A 44.8 43.4 65.63 80,0 58.6 44.2 39.7 36.7 35.3 72.00 60.3 43.9 32.8 29,2 26,7 25.5 84.00 37.7 2Z3 20.1 17.7 16.0 15.1 LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST !MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN; D't/G N0. REV V.L. 08-01439 B SCALE NTS IDATE 01/11/12 1SHEET 2 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0604 rttomasOn Irhenaspe.cam SIGNED: 1011312017 ENS ,cP Rio_ 6 51 * = 1/a'rw s' a Ito? •,.,: i//01OPlktl Luis R. Lomas P.E. FL No.: 62514 I " MIN EDGE DISTANCE MASO NRY/CONCRETE BY OTHERS rMMIN BFDMENT 1/4" ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL. REBAR J __ J j SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW 1 318" MIN. EMBEDMENT WOOD FRAMING/ 112" AIN, 7X RUCK EDGE RY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE - NOP—ETE ANDWOUD FRAMING INSTALLA T70N NOTE: CUPS MAY RE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 1/ 2" MIN, 1EDGEDISTANCE VERTICAL CROSS SECTION METAL INSTALLATION QAl[ IFIPIIT/ [l RFNISED INSTALLATION T)F TAILS OF,/ 10/ 15 R.E. RPASED ANCHORING NOTES h INSTL DET 06107117 1 R1, 22 5 OR ZILLING METAL STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS I) RAWN G V. L. 08-01439 NTS IT)," 01/11/12 FEE`3 OF 4 L POSEP70LOMASPE. f432 WOODFOPTS PD LEWISVILLE, NC 27023 SIGNED: 1011312017 W R 11: tAfFORIO` I`-':A" j 0 t4 A L Luis R. Lomas P.E. FL No.: 62514 1.375" 0.625" -- -- Trl2llll' 0,843" 4.000" MT000022 CLIP II 16GA (063") GALVANI7FD STEEL SEE NOTE 2 & 3, THIS SHEET. 2,140" 3.750" l, r — T1125" 7.189 A1. ' 00" 0,1575" SECT5764 MULLION ALUMINUM 5-T5,125"THICK TF1--_ 2X 00,210" Alf, AppRovrn REVISED INSTALLATION R —L REVISED ANCHORING NOTES & INSTL DET. I Ofi/07/17 I R.L. 3. 750" 1. 000" - 0,375" 0. 422" 2, 032" 2,875 F-- TF-T 0. 843" -- ------- SECT5796 CLIP ,X" O. 210 FOR CONCRETE INSTALLATION ALUMINUM 6053-T5 . 125'THICK 1, 562" 0, 688" In: 1, 5,31 RF- 185 2 REBA R STEEL SECT5796 CLIP MI WINDOWS AND DOORS, LLC 16 CA ( 062) GALVANIZED FOR WOOD FRAMING INSTALLATION ALUMINUM 6063 T5 125'THICK 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN NOTES: 1. CLIPS MAY BE USED IN COMPONENTS MNSONRY/ CONORETE OR WOOD FOAMING SUB STRAT E, D- WN DwG no EIETAt- INSTALtAflON 2- FOFR WOOD&F V, L. 08-01439 USE ALL FOUR ANCHOR I OCAILONS. 1 HEET S4SCALE NTSDATE01/11/12 OF 4 3. PO CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY W11H 3 1/4" L. ROBER70 LOMAS A.E. S N REIWEFN ANCHORS. SEPARAT JO1432WOODFORD no LEWISVILLE, NC 27023 434688-0609 rIfomas0,lr0,-spe-77 SIGNED: 1011312017 P. L 0 Y' F IV zz 51 STAT F REV w0' Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page I of 3Z1 vv wnynkanti Ma Inc I 5= BCIS Home , Log In User Registration Hot Topics , Submit Surcharge Stats & Facts Publications FBC Staff 5CIS Site Map Links Search Ji Product Approval USER: Public User h > Aophcation ist I Application Detail on, M, FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingshena.zhL]@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@)aineshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zliu@)ai,neshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Harccopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By ohn Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL L3 2 2 R4 C01 RIQ_zCe"tiflCate of Independe nce. f Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Y9411- 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect TM C1186—e0Ll-1"Y Lffj.,pJ—-4 -l Y._df http:,,"!,A,Ak,A,,.floridabuilding.org/pr/pr_al)p_dtl.aspx?parain=wGEVXQNA,tDqvRk-6bsN,'Z66FC... 2/6/2018 Florida Buildinc, Code Online Page 2 of 3) Sections from the Code Product Approval Method Method I Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL At Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes R223 R4 11 NOA 17-,j4Q06 pdf Impact Resistant: Yes FL132.22EA-ILEM Design Pressure: N/ A LL132jj_E4_2I —RIQ-26 1 P_ Other: For use inside a HVHZ install in accordance with Verified By: Ronald I. Ogawa 24121 NOA 17-0406. 06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-ri406f tzL13223_R4_AE PLO -17_ --ane.' t jrrnQ df Wood Metal pr Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Et 13 L li nsta aon _dfApprovedfor use outside HVHZ: Yes LLJ 23 R4 II NOA IF Impact Resistant: Yes Design Pressure: N/ A FL13223 R4 II RIO 2686 17 Panel Woos Meta! Frarr,e.pdf Other: For use inside a HVHZ install in accordance with Verified By: Ronald I. Ogawa 24121 NOA 17-0406. 06 Created by Independent Third Party: No Evaluation Reports FL 13223 R4 AENOA 17-Q4p6.06.pdf fL.1-3223,_ R4_AF._RI 26 -,.1.7.P el-ro u 3221 R4 AE El')-26ft 17 PAnl Woi;Lc: Meta, Framge_pdl 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 f Approved for use outside HVHZ: Yes fl_11_322_ _R 11 Prevail -Panel- n p 1-1 ---. _ ......... ....... ImpactResistant: N/ A F 13223 R4 TI RIO Z6_Q2_ Pane_to Fqr_-LQP_df Design Pressure: N/A F 1,3223 R4 11 RIO-2686-17 Panel V,Ood Metal Framt.pdf Other: For use inside a HVHZ install in accordance with Verified By: Ronald I. Ogawa 24121 NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports EL L : 223 R4 AE NOA 17-0406,06.gdf R4 A PI 26 17 E. aft! fqrring,,..pFL3223417 Poritl cod Metal, Fram df N Created by IndependentThird Party: Ye 1=1 HE L= A=L, :: 2LQLkLa,, nR 9 , I F' Phone: 850-487-1824 The State of Florida is or, AA/EE0 employer, ;22y_ , ht 20 ' -, - f Fl r—. :: Eayl_cy Statement :: i Ili F m "t :; 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 850,487.1395, *Pursuant to Section 455.275(.), Florida Statutes, effective October 1, 2012, licensees licensed tinder 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 click ham. Product Approval Accepts: http:// INA'%A'\V. floridabuildincy.or,,/pr/pi- app dtl.aspx?parai-n=wGEVXQxAtDq-,,,R-k,6bsvZ66FC... 2/6/2018 z1:1 t:l — Florida Building Code Online Page 3 of 3 l'ittp://,AT,A,-,A,.floridabulIdinc,.org/prlpr_app dtl.aspx?parai-ii=wGEVXQwtDqvRk-6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanelO Siding 0 For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. 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 Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. H a rd'i e Pane Vietcal Siding JamesHardie Er-FECTIVE SEPTEMBER 2013 I NSILLATION PEOUREEMENTS R-S I DEKTIAL. SINRLE FA [vl LY ON i"y' - PnI MED & O-__)l,_MPLl S `R`)Di K'T foi file m3ct recent version. SMOOTH - CEDARMILLO * SELECT SIERRA 8 * STUCCO IMPORTANT: FAILURE TO INSTALL AND 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 HZ1 Os3 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT W)AW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covers,,,, priortoinstallation. Installing siding "vet or satu-ted may result in shrinkage at butt joints. carry planks on edge.. Protect edges and comers from o, eakage.James Hardie is not responsible for carnage caused by improper storage and handling of the product, -. 1a.9110=1111M CUTTING INSTRUCTIONS OUTDOORS INDOORS POSIl.ky- CLItilurq station so 11hat wind ,Hlj bloo; dos - away fic—, user I. Dill only us TIT qclo a onap, or shcars (ni an u a I, clocki c or nneumat!6 arid oltri in won wig atea, 2. Position culti-g station in well-vent latted area 2 Use One of the folloviingrilennods: a. Best: i. Soc,re and snap, il shears innallual elrom w or rineurnatic) NEVER use a power saw inu3ois b. Betrar: reducing circular sav,, eqL! ip ped wilutl aNMR rise a oil cuar saw blade that does no, carry the HardieBlade say, blade trademark lardieBlade' saw blade and HERA va,uj -Wrai; , tion NEVER dry sweep— Use we! suppression or HEN', Vacuum i — c, Groto: i, Dist reducing tarrixter saw,,vj1,', a tisi!dieBlacle, saw blade only use fo, low to moderate cutting) Irrilpoirlant Note: i- or maximum ri-olection 0owastrespirable dust productions James Hardie recommends always, using "Best,'level 'cutting rrreMlls vArem feasible, NIOSH-approved respirators can be used in conjunction with above cutting practices to furdner reduce dust exposures. Additional exposure information is available at w.,,wiamoll- tardro.coln *,,,) hodr, you dotermine fire rnoaz. apritourrItOcUtlina, Method for your foil ioquirernants. r cnnoarr, still exists occur expostre levels or yinj do no' comply wrill the above practices, you sinould always consul; a qualified industrial f;,penisr or contact James Hardie for further informallon, Kr,al' GENERAL REQUIREMENTS: These instructions to us used for residential single family installations only, Per Gmmercial / Mufti -Family installation requirements go to coos v,James i-,ard e(,`0mmemial.corn, HardieP anels- vertical siding can he installed over braced wool or steel sutuds sloaced a maximum of 24 " ac, See genernal fas*,enins, eqUit ements. In eaularitles in framing arid shpatining can mirror through the finished application, James Hardie recommends nstalftir'o rid dog one" on a capillary break (rainscreenifurring) as a best practice, Information on installino James Hot die products over foam can be located in JH Tech Bulletin 19 at iq.r, ri i A water resistive barrier is required in accordance with local building code requirements. The water-resisirve, barrier most be appropriately installed with penetration, and junction flas-ing in accordance with local building code requirements. James Hardie will assume no jesponsibility, for water infiltration. James Hardie does manufacture HandieWw,",iti'eatner Barrier, a non -woven on-pe0orated housewrapl . which complies wifln building code requirements. When installing James Hardie products all clearance details in figs, 6,, 8,9110&11 must be followed, Adjacent finished glade must slope away from the building, in accordance with local building codes - typically a minimum of 6" in the first Do not install James Hardie Products, such that they may remain in contact with standincj water, Hadie!-ane! vertical siding may be rnstafte3 on vertical wall applications only. DO NOT uS i e HaidiePanelvertical siding r FZscia ot Trim anplications. Some application sale not suitable for ColoiPlus. Refer to Col, airs sec 'ion pace 3. DO NO I use star,, -)ilialkyd base, paintot powder costing an James Hardi0']oroducts. For lamer piojects incluang commercial and muffi-fam'O,, p-oiects, wnere the span of the wall is significant it lenitri, the, designer and/or ahitect should take into cc;esideranon the Goef" Ircient of thermal ex,ansion and moa,,ure movemem of -he pmd, ct In their design, These Values cani be 'round in, 1he Ieonnical Billetn to -Expansion ChOactenstics' at iivv,, r,,%1James a!die. cc m, INSTALLATION: Joint Treatment Fastener Requirements * Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners 3/8" frompaneledgesandnocloserthanjointsmayalsobecoveredwithbattens, PVC or metal jointers; or 2" away from corners. Donotnailintocorners. caulked (Not applicable to ColorPlus* Finish) (fig. 2), HardiePanel Vertical Siding Installation * Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must be provided athorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanel vertical siding must bejoined; on stud. I ,ata.,-res,suv, barrier water -resistive banner Da 11ble stud may be equired to maintain minimum edge 2 4 stud ae,-res:stive 13f- ioes,,ve nailing distances. 2 x 4 stud 013" ler lo.rrf 1 1 spot panel I — UDDer panel Figure 1 stud no 114, Gan Ce j I k 'a, ilk Dc nnt 1 f4' pro tenter-resative barrier sheathing HardiePanel Batten Joint " H" Joint vert,calsiding water -resistive harrier n na'd keep nails 3/8' min, frorn panel edges Figure 4 platet1i; d leave approtniate garbetween panels. then caulk' lorcl Caulk Joint sr Ali __- moderate contact \o appli,oblle ',- Gdo-lijov Fini nil rlo 10 av,!111 1 11111 181'(11`11 keep fasteners 2' ,ply caulk ir a ant e eli cats r1roxin grooves, away from corner, —1 W.InUfafcurer swrltten arinlicalion in,"'Llcthill. F(,.r additional information o- I lardieWiap" Woctljoi, Ruiner, consul! James, Hardie at 1-866-41-lardie or wiern,hardievirap com WARNING: AVOID BREATHING SILICA DUST a nm"i", ;iy(101 ti"' Juc s -,nlain,eorar)te c,,,sta1h-t nk,_ wrr,., is ,in_ ti r7 ',site nia L ca e can"'ef arn, i., r, !AR", Inn, NI u- 'r, r, f iri,:erftenal ;,,qur_es somc sAi " sngm:tkinQ maetnele r!sk,. Duric that^ arlr',)tctT! 2i ilss ih roue a,s fy cu"iri c, v,, i,-re noliale us, sr lioaoo darr anc dixj,',liiq ixrj!rat at' _-, tH-A vF-k ;T. an- :n-,u, r to immomate area v-2a ous: u rrsuratcs ie.c N-9a. rircar_u vow apmcaas pj,,,rrrmerit anr rsnulw1we, t. Wylit I 'esc! ar'l", zrivn,,ves Duimo man-ur' _sc Ina, vacou-rs ovvs! Jan. V'vx!never ,, SwLep Fri, Jt'i ie rTornatio", !L`er r-, 0j, r:s"alr3ror ir,lriloons '190, Viate"asalem", Data sties: avollabl" I! to! S MAY L'Ale o `_ T c rAl, ADHi-R[1G0d,- I'le'sti PIOUS ztdONAr-F, Y DE1',7k HS 12 36 - P1 /3 CLEARANCES Install siding and trim. prod -jots in Maintain a rnLnimum 1 " Maintain a rnhhmplrl 1 2" clearaloo At the JUnCture of the roof and verldal Maintain a 114" GOinphance with local buildinga code 2" clearance betv.ieen between Janes Handle products surfaces. flashing and con; ite,f Iasi i i rig luaiance between and decking material. slid]! be installed Per the roofing the bottom of James reqni uiieentsfor barance between James Hardie!' manufacturer a instriLictions. Provide a Hardie products and the ho-iltiom edge of the siding and products and paths, Figure 7 minimum 1 1'- 2" clearance, between horizontal flashing. the adiacent finished grade, steps and driveway's. F----FTTT-! the roofing and the bottom edge of the y. Do nil caulk oap. Figure 5 S11"'d concrete 6" min, foundation Maintain a minimum 11 " cap betvveen gutter end saps and siding & trim. Figure 9 gutter and end cap Figure 6 1IL 2" do Lin Do not bridge froors, wi*,h H1xd.ePaner, siding. Horizontal joints shouid alvmys be created be.-meen floors i g. Oh War I- Resi " ve Ba 11erFraming Figure 10 Honzontal Flowing Trim Sheathing fascia riardiePanelo BLOCKED PENETRATIONS Penetrations such as hose bibs and holes !,21' or larger such as dryer vents sh3, j!d ^ive a block of mm around Point operre,iation. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion iesaan-_ oalvani-ied, or stainless steel. Fie ctro-galvanized are acceptable hu, may exhibit premature corrosion. James Hardilerecommends the use of 1 ' d a Vi -v, not -dipped gaivani--ed nails, James Hardie is not responsible for the corrosion ies:stance of fasteners. Stainless steel fasteners are recommended lA,,hen installing James Hardie products near the ocean, lance 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 appIlcable to all areas where Local Building Codes, have specific jurisdiction. Consult James Hardie Technical Services it you are, unsure of applicable corripliance documentation. Drive fasteners peruendicular to siding and framing. Fastener heads should fit snug against siding (no air space), (fig. A) Do not over - drive nail heads or drive nails at an angle. If call is countersink. fill nail hole and add a nail. (Fig. 3) For wood fi- aming, under driven nails should ee hit flush to :he piank with a hammer (for steel raril remove and replace nail). NOTE: VVInenever a structural member is P,,esernc, HardiePlank shoul,, be fasened vvith eve- s1paoing to the structural member. nee tables Jalo,,virig direr t- CSB orply',hioDd shour o:,y be used tvz-1en traditicnai f;ar-iing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, OD 9 Elfill & add nailFigureAFigure B do not under drive nails DO NOT STAPLE siurn, anuLuM Figure 8 e - , ',,, LC II a. i on Page 1 , KICKOUT FLASHING Because of the volume of water that can Pour crown a sloped roof, one of tne most ciitoal ',ashinlg detadsoccurs where a roof intersects a sidevriall. The roof must be flashed vvi,h step flashing, Where the roof terminates, install a kickout to defiect water away from the siding. It is best to install a self-adhorirg membrane on the wall before the sul"fascia and t1lin boards are nailed in Place, and then corne back to install the lkbkout. Figure 11, Kickout Flashing To prevent water from durnping behind the siding and the enc. of tle roof intersection, install a " kickcutas r equii ed by IRC code R905.2.8.3 Jashing shall be a min, of 4" high, and 4" wide," Jame s I-Od a recommends the kickOLIt be anged between '00' - 1, 10' to maximize viiater defieclion am PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic I _n r -,umatic tool, Pneumatic fasteningishighlyrecommended. Set air pressure so that file fastener is driven snug with the suiface of the siding. A flush mount altaimeril on the pneumatic tool is re,,,ombuended. - his will help cont ol the depth the, nail is driven. If sebino the rail depth c,,,,:ves diffic If choose a se'tvnc that 1 der arives. *,he nad. (Drive under driven a nils Il1l I ! us w toa s-oath faced lair? mer - Does not apply for installation to elleel ,amrnQ), 1 0 - - HS1236-P213 8113 CAULKING For best result use all Flastomeric.oint Sealant corniplying with ASSTMC920 Grade NS.Class 25mhigher muLatex joint Sealant complying with ASTM G834. Cao)king/ Salantmust boapplied inaccordance with, ',,'Iocaulking/sealant monuficbrer'swhttem)nstmotioo Note: OgQuad aswell oosome other caulking manufacturers donot allow tooling, D0NOT caw|xnail heads when using ColorPunproducts, ; efer' to the 8olorPluu omh-opsection CUT EDGE TREATMENT PAINTING Cam|k.point mphmnall field cut edges. D0NOT use stain, Wl/ a d x pain. owx o UgonJ muHa PmU M,James HaNiepmg James H 0iemuch'upW a mqui/aU U mu wi apo|n\oUtNn180UaynformimndpmUuctanUSOUays/ munrr|med.1D8,ouc'yl"c topc ats are tu!oouk'upCu|orP|oaproducts. remmm*nUaUDuno'PaiNwhonwet.Fmapp||ogkmrateuefe/topaimmanufaduroosDem|8og|nnu. Back -rolling brecommended U!he Siding |sxprayed. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP &LAMINATE Care should be 'Laken when handling and culting James HardieU ColorPlus( products, During installation usee a wet soft cloth orsoil brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch upnicks, scrapes and nail heads using the Co|o/Piuoe,Technology touch-up applicator, Touch-up should baused sparingly, U|argaamaomquiretouoU'uKmp|ecethedamagoUareuwi1hnawHordiuPana|oiJingwKhCo|odP|uoTechno|ngy Laminate sheet must be removed immediately after installation ofeach course. Tonninatenon-fartorycNodgmsiNnthmwharepossib|e.an0oau|k.Co|nrmatcheduau| kramavai|abiefmmyourCobrP|uo 0mductdeu|nc Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: Jarnes Hardie does not warrant the usage of third party touch -Lip or paints used as tOL. Ich-up on James Hardie Colorfall is products. Problems vvithappearance orperformance arising from use ofthird party touch-up paints nrpaints used ustouch-up that are not James Hardie touch'up.will not bacovered under the James Hardie Co|nrP|uuLimited Finish Warranty. The following outlines the recommended applications for ColorPlus and Printed panels, Not all designs will be suitable for every apphcation Exposed fasteners oxbattens is the recommended application for ColorP|uopanel pmUocts Donot use Touch-up over fastener heads for smooth CdnrP|unpmducts primed panel recommended For Cu|orP|uupanel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel unly,hutoorroct1ouoU' upupp||oationioimpoMant,Somaco|ommuyokow1uuoh'upwhenupp|ieUmmr±stoners,ThmismoommenUoUtocmmr joints when appropriate. PAINTINGJ4MES HARD|E"' SIDING AND TRIM PRODUCTS WITH COLORPLUSmTECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surfacepmpumliunand Wpeuaapplication: Ensure the uurluno|uclean, dry, and free ofany dust, dirt, ormildew RepriminO isnormally not necessary 1DU% acrylic topcoats are recommended DONOT use stain, oi|/a|k-yd base paint, urpowder coating onJames HardiemPmducio Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RE"ONGNI, I ON Iran m n m*wxwm mm m mm w x mm o=o C omoJimmHWma*n NKinm8|n bNon|nbnm/un nw.sw.*m mmo m°m una«mm,m m mvooxom/om nnouoxum/mu=a.eu/sm.ou VVermntian.and Wam|ngsa/eava||aNea1 |mm 0e gawa MLAMt-OADE COUNTY Z 3 7acca 4x iiACCREDIFTED e Pi LAWRATORY Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-1 7-0406,06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsherig'- After review of the 2017 FBC, it is my opinion that the current NCIA-17-0406,06 is in compliance with the 2017 Florida Building Code, Referenced Standards it,, the 2017 FBC- 1, Wood: AWC NDS-2DI5,& SDPWS-2015 2, Sirticlu,ral ids: ASCEISEI-7-10 3. Concrete ACE-318-14 4. Masonry: TMS402-2016/AC1530-la/ASCE-5-13 5. Structurat Steel: AISC 360-10 (including manual of steel construction 2010 (14'' edition)) 6- Cold -formed Steel: AISI 100-12 7. Aluminum: ADM-1-2015 In addition, I am making the following Statement of Independence as requested: 1, Ronald Ogawa, does not have nor does it intend to acquire a,, will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued, 2, Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates of inspect. Ronald Ogawa Inc does no! have, nor will it acquire a financial interest in any company manufacturing or ldtstrtbutinq products for which reports are herng issued, 4. Ronald 09awa does not have, nor will it acquire a financial interest in any other entity involved in the approval process, of the product. Sincerely, Ronald 1, Ogawa, R. RI Ogawa & Associates, Inc. AS Laboratory Approval, TL 360 1AS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency 714) 292-2602 roagrin aura cowl CC: Roger Ogawa — RI 09awa & Associates, Inc Karen 0gawa — RI 0gawa & Associates, Inc. Z C'- FIOR ON Lab Address: 1985 Sampson Avenue, Corona, CA 92879 a Phone (714) 321-4939 * Fax (714) 908-1515 * E-mall. ZggerfZ rro g a Mailing Address: 16536 Algonquin St. #443, Huntington Beach, CA 92649 * Phone (702) 4SI-371LI * fax (714) 906-1815 # E-mail dLe :1,gavva c,,sm Engineering * Quality Control * Product Development v Inspections * Code Consulting a Expert Witness # Testing MIAMI- MIAMI-DNDE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room-208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w-w-w.miamidade.2ov"econouiv 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 AFIJ (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 AJ-1J 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 "HardiePaDel, CemPanel, Prevail Panel; HardiePlank-, CemPlank Prevail Lap Siding; HaxdleSoffit, CemSoffit Panel-, Installation Details Wood/Metal Stud Construction", sheets I 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 renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: ` ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4,2017 17 Page 1 James Hardie Building Products., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA 9 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HaidiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction-, sheets I through 12 of 12, dated 04/24 ' COO, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.0711 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 I dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted underJVOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03,118/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N1. 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. STATE ME NTS "Submitted under NVA # 15-0122.04" 1. Statement letter of code conformance to the 5"' edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald 1. Ogawa, P.E. I N- -717 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E- 1 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration"te0510112022 LENGTH- Stud Spacingat 16" O.C. 3GAW[ orm By Nails of liT, O.G. (typ-) 3/ 8" Minimum Edge Distance By Sheathing fastener, as described in Miami- Da4e Product Control Note I Panel fastener, as described in Note 2 M16CT REMP 44 HardiePanpl, Cempanel, 7 - T F /—F Prevail Panel Siding ck iWater - resistive barrier per Florida Building Code Section 1404. 2 518" thick 5 FAY APA rated plywood sheathing fastened in accordanovv, fth 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 E 5/ 8'VilciK / 6 ply APA rated p lyw(YA sheathing in a= cdence with Florida Building code Section 23222 Water - resistive bani; pr per Florida Building Code Secfon 1404.2 XX 4' S-P-F Wood Studs HardlePanelO, CernpaneM, & prevailt panel Siding materials are nonasbestas fiber-Lement Products tested in accordan With ASTM Cl 186 Grade 11, Type A and meeting the requirements ofthe Florida Building Code. P- AMI-PIMENSMN-5 V, fidth Length Thickness 4' 8,9,101 51161, F 1TING installation Design Pressure Wood Studs -76 psf Impact installed Cempanel, Plank over 5113" thick 15 MY prevall Panel APA rated plywood sheathing siding WR ABL PkIjEL,SQ'ING 1N$-TAt-LXn0N-Q7--A-4Q - All Installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation recornmendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding vvill be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. OA tmote, i] s18" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance wit Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick / 5 ply APA rated plywood sheathing supporter by a minimum of 2"X4" S-P-F wood shads spaced a maximum Of 16" O.C. Note 21 The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092:'shanX diameter, corrosion resistant siding nail; the fasteners shall be spaced at v, O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16!'O,C. Fastenersshallhaveaminimumedgedistanceof3/8" and a minimum clearance of 2" from comers, HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO Phone: 909-356-6300 SIZE Py, 4nq-427-0634 I A PNt,-PL-K-SOFF Creator: E. Gonzales ]SCALE , t2, = I 1-o' I Date: 4/2412013 JSMFr I OF 12 Fastener Spacing per Florida Building Code Section 2322.3 is Fastener Spacing per Florida Building Code Section 2322.3 11RODUCT REVIS Mi PRODUCT RENEWED a cornpl:yins V'A the Florida as complying with the Florida Bmudim CO& Building Code Aff Wit"" N-1 f NOA-N.. 17-0406.06 Expiration 05101/2022 prodmt 0"Itra By Miami -oa'l 'l_ duct Control FRAMING NOMINAL 2" X 4" S-P-r WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLANO SOFFIT FRAMES ARE 710 BE DESIGNED BY THEARCHITECT OR ENGINEER OF RECOPD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT - NG - NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322,3 qW J:I(NG THE PANEL IS FASTENED WITH 2- LONG, 0,223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 9'O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing U 0ATE 0 N At - FOR METAL AND V400D STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION1--iw James Hardie Building Products, Inc, 10901 Elm Avenue I Fontana, CA 92337 hone: 909-356-6300 DM NO Fax 909-427-0634 A PNL-PLK-,9OFF Creator: E. Gonzales 50AL9 V 1l-01 Bats: 47/2412013 s, sr 2 OF 12 I VVALL WALL LENGTH Stud Spacing at 167'O.C. I X 9hl*'Svrid* Unii" CIO& 5, ii j N SEE DETAIL A 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 0114 N07LNo. 1 t SWE Y A St,QTLQN-.B--13 3/B" Minimum Edge Distance Nails at G" O-C, (tYP.) OMM)V RE ED A PRODUCT RENEWED as complying with the Florida Building Code NOA-No, 17-0406.06 Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanelO Siding VVater-resistive, barrier per Florida Building Code Section 1404.2 518" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. ExpirationD eO5 1/2022 209a,3-518"X1-5/8"AetaIC-stud The wall and soffit frames are to be designed By X by the Architect or Engineer of Record inMiami -4arle Product Control I compliance viith the Florida Building Code. Water!st1ve bar riere,rSorlda Building Code Section I A04,2 20ga, 3-5/8" X `1-618" Metal C-stud HardlePanel, Companel, Prevail Panel Siding Ef iqg-&-T-D L4qw'jTPJ HardlePanele, Ce ' mpaneIV, & Plrevail§ Panel Siding materials are nonasbestoe fiber -cement products tested in accordance with ASTM C1 156 Grade H, Type A and meeting the requirements o the Florida Building Code. EAMLt, IIMFNYW19; Width Length Thickness 41 8,9,1a 5/1611 DES 1_GN#2ESSi.?l"tE_RttT J IG Installation Design Pressure Metal Studs -104 psf it ripad Resistant -• Panel installed over 5/8" thick / 5 ply APA rated plywood sheathing p&Rnig t'm All installation shall be done In conformance with this Notice of Acceptance, the Manufacturers installation recommendations, and the applicable sections of the Florida Building Code, Metal studs where HardIeP2nej_CsmpaneI, Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this KO.A- Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head 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 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs 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 1-518" 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 through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3f8' and a minimum clearance of 2" from comers, Phone', Fax 909-427-0634 Creator; E. Gonzales HARD)EPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 som, 140 DwG NO RCv PML-PLK-SOFT 1 1 SCAL5 1/2' = T-0" I Date: 412412013 JSHH-T 3 OF 12 PRODUCT RENEWED As complying with the Florida Wilding Code 4OA-No. 17-0406.06 x 'on '005'0 112022 ly irar M..1 Product Control 6,00in. M*yirq_ vith its.- EUridx qViliftng CAN& Acm-pft,, No 7 YAf -5:- Pi6c PrQdtrrt C.M ml EEAMIRG NOMINAL 20 GAUGE 3-5/$'X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8'WA5ER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) To BE DESIGNEDTHEWALLANDSOFFITFRAMESARE BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE NOMINAL 518" THICK 15 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 1-114- LONG BUGLE HEAD SCREW qL&rDING. 8-18, 0,316'HEAD THEPANELISFASTENEDWITHNO. DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREVVS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), pLA(-pL EDGES RASCREWS6,, O.C.00ATPANE AND INTERMEDIATE STUDS Cladding Framing ii Sheathing it II OGA 121 STAT FOMETAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOTR T OPAROFTHISAPPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue 9 Fontana, CA 92337 one 909-356- 6300 VE FSOM NO PNL-PLK-SOFF 4 FaX 909L27- W34ACreator: E. Gonzales SOAUc v Date: 4/24/20 3 4 OF 12 WALL HEIGHT at 161, 010, IN M-14 B 1 3/411 Minimum Edge Distance DET&L A PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 LENGTH SEA PROI UC`iCyr s ETAL A Hardiel"I@nke, i:elmplanRO, Prevalle plank Lap Siding materials y APA are nonasbestosflber-cement5/8" thick 15 Pl rated pi wood products tested in accordance with ASTM C1 186 Grade it, Type A and sheathing in meeting the requirements of theaccordant,- with Florida Building Code- 2 M S- - ---- % Florida Building Code 1 ying with * 1- Flodu .. ..... section 2322.3 PANEL. Sheathing fastener, as described in Note I Siding fastener, as described in Note 2 HardiePlank, ACemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 isl 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance- with Florida Building Code Section 23223 Expiration Qpte05/01/2022 2"X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer Of Record InMiami -4D j 5ile Product Control ccrnplianc-e with the F-iorida Building Code. 9-3 31-0NAl Water -resistive Width Length Thickness barrier per Florida :59-1/2' 12! 5116" Building Coda Section 14042 2"X4"S-P-F Wood Studs Lap Siding i-114"fall X 5/1611 thick starter strV installation Design Pressure Wood Studs -92 psf Impact Resistant -- planks installed over 5/6" thick / 5 ply APA rated plywood sheathing Q M3J T&L LA T 10 R-D-F--TA- j --S All Installation shall be done in conformance with this Notice of Acceptance, the manufacturers Installation recommendations, and the applicable sections of the Florida Building Gode- Wood studs where HarcrieFlank, Cemplaink, Prevail Lap Siding will be installed shall be designed by an Engineer or ArchiterJ per the Florida E3uliding Code and the requirements of this N, O.A- x [Note 115/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Ronda Buil6ing Code section 2322.3. the bottom course of the wait Wth 1-1 /4' widePlanksshallbeappliedhorizontallycommencingfrom laps at the top of the plank such that the exposure area of each plank Is S 8-114"verticallY, Note Z] The siding fastener shall be a 2-1120 long, 0.223" head diameter, 0.092" shank diameter, rni-roslon-resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 518" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 314' from the bottom edge of the overlapping plank, Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4",S-P-F wood studs spaced a maximum Of 16' O-C- Fasteners shall have a minimum edge distance of SM'. Fc—rie—:909,MM300 I size Fax 909-427-0634 ___] A Creator', I- Gonzales 1sw'LE HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLAWN DETAILS WOOD STUD COWS-MUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 9M 112' = 1'-0' 7V.-I No RFV PML-PI-K-8,0FF I I Date: 4/2412013 ISHEE7 5 OP 12 Fastener Spacing per Florida i, / Cladding Building Code Section 2322.3 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.7 Sin Expiration D e05101/2022 By Miami-Vack Product Control PRQWCT REVLStiD m ownply4 with tar Mwi& T[ J- I Fastener Spac )g per Florida Building Code Section 2322.3 EMMANQ NOMINAL 2" X 4" S-P-F WOOD STUDS 16"O,C, FASTENED INITH 3-IJ2' 16d I COMMON NAILS (2 PER TOP AND BOTTOM CONNscTIOt,j THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SH.EAJU kQ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTEN50 IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 qLAjZDJM PLANKS OVERLAP 1-1/4" THE EXPOSURE 18:58-1/4" THE PLANKS ARE FACE NAILED WITH 2-11T LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS,PLACED 3/4'UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOIS Framing Sheathing pRoDlicT RF-VIS:E0 C("Ivly" With' Fkwido pumingcoom No. 21 By STATE OF I j Wt PVDd-f 0 N 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, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6a stza 5",om No NO g 0Fay909-A27-06,34 A PNL-PLK-SOFT reator E. GonzalesCreator: SCALE SCALE Dal, :412412QI3 --1S-H-EE-r 6 OF 12 WALL HEIGHT v i"' I/VA Stud Spacing[ atD LL p ---------------- ------------------------------- 7 . .......... 71 -------------- 1-1 - ------------ Viol CID& Fsc Dam. lip Z, k. OF k-L I -------- ------ r- 8/4' hilimmum, Edge Distance Nails at IQ" O_C, (typ) DETAIL A with Ow V)Oridd Building Code NOA-No. 17-0406.06 W "' 11611,iawl Miarni-D-fitici Product Control Sheathing fastener, as described in Note I Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lep Siding Alater-l-psistiVe barrier per Florida Building Code section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in. Note 1 20ga, 3-5/8" Y 1-5/8' Metal C--stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in corr.plijance with the Florida Building Code. SEE F-R- Q=0 T-qEaf RJPTLOJJ ETAJL A HardiePInnk0, CemplankO, and 8" thick 15 ply APA Prevailt Plank Lap Siding materials rated plywood are nonasbestos fiber -cement sheathing fastened products tested In accordance with to metal studs as ASTM C 1186 Grade 11, Type A and described in Note 1 meeting the requirements of the Florida Building Code, Water -resistive barrier per Florida EL, INK Q Budding code Width Length Thickness Section 1404.2 5 9-1/2' 12' 5/161, IDE I r-AStaP JE-13 AJtNQ Metal C'stud Installation Design pressure HardiePlank, Metal Studs -92 psfT*\,Gemplank, Prevail Impact Resistant — CT,014Lap Siding 1-1/4' tall X 5116' Planks installed over 5/8"thick / 5 ply thick starter strip APA rated plywood sheathing H,A RD I E IN q 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 Building Code. Metal studs where HardlePlank, C3--mplank, Prevail Lap 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 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at Woc at panel edges and all intermediate supports using a No.8-1 8, 0.315" head diameter x 1-114' long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with I-114'wide laps at the top of the plank such that the exposure area of each plank is < 8-114" vertically. Note 2) 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 bull threads penetrating metal framing); The siding is fa stened 5 B-114;'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 314' from the bottom edge of the overlapping plank- Vertical joints shall be placed over studs. The planks shall be Installed over 5/8" thick f 5 ply APA rated plywood sheathing supported by a minimum 20g2, Nominal 3-518" X 1-5/8" Metal O-studs spaced a maximum of 16'O.C. Fasteners shall have a minimum edge distance of 3/8", 6.00in. — 1C in. OC Cladding 6.04 I Framing e-------- SheathingI6,00in.00 f PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 d.75in = -C—Expiration D te05/0112022 "--- By I I i.i a Miamr a Product Control OGA BMI&4 Code z]ackt,.z (astsirr t a,rt . ( =. 121 FATE OF 8.7.5in• 1 ORI3 HAI- NOMINAL 20 GAUGE 3-5/8" 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 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVASIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHE THI NOMINAL 818" 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 f' HARDIEPLANK, CEMPLAMK, PREVAIL LAP SIDING HEAD SCREW cL,AAianANG INSTALLATION DETAILS METAL STUD CONSTRUCTIONy_ .- PLANKS OVERLAP 1-114" THE. EXPOSURE IS 5 8-1/4" James Hardie Building Products, Inc. THE PLANKS ARE FASTENED WITH NO, 8-18, 0.315" _ 10901 EIm Avenue HEAD DIAMETER X 2-1/4" LONG CORROSION- Fontana, CA 923.37 RESISTANT RIBBED BUGLE HEAD SCRE~VVS (SCREW -T SHALL HAVE AT LEAST 3 PULL THREADS Phone: 909-356-6309 s r Fsc ro ouGno Rev PENETRATING THE METAL FRAMING), PLACED 3/4' UP Fax 909-427-0634 A PNL-PLK_SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator: E, Gonzales SCALE 1" u 1'-0" 0aIe:4124/2o13 SrIHEY s OF I2 STUD LOCAT10N RODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 SM j Miami -Dade Proi WALL LENGTH Stud Spacing at 16" O.C. P Nails at 4" 0.0 Distance, Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit A Minimum 2" X 4" S-P-F Wood Studs The Ypall and soffit frames are to be designed by the Architect or Engineer of Reoord in compliance With the Florida Building Code, SEE PROiDUCT DESCRIPTION DETAIL HardieSoffit(D & Cemsoffit(h) materials are nonasbestos fiber -cement products tested in accordance with ASTIR C1 186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SoFrIT-J) MEN qtqNqA 2"X 4'S-P-F Width Length Thickness WQod Studs V 81 114P HardieSoffit, Installation Design Pressure cumsoffit Wood Studs -70 psf 48 omoying with &be FNN;do evil'ung CO& 154ul- Y O N 0. 44 21 STATF- OF 40RV3 NA HAFZ s C EM$-OEELT-,PAt4EL.J)9$-TALLAJJQ-N- _11ETAIDIU -QEF-LT—L-s All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code, Wood studs where HardieSoffit 'T Cemsoffit 01 be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.G. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, O.M, 2' shank diameter, corrosion resistant siding nail: the fasteners shall be spaced at 4!'O,C. at panel edges and intermediate Studs; the fasteners shall be driven into wood studs located at 16" O'C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" frorni comers. Creator: E. Gonzales HARD)ESCIFFIT, CEIVISOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. I 01W1 Elm Avenue Fontana, CA 92337 SIZE Fsc"' ktq A SCALE 112" - 1 1-01, MG NO REV PNL-PLK-SOFF I I Date: 412412013 sriEEr 9 OF 12 4.00in. 16.00Ln. Cladding Framing PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration Datp0510112022 By 4,00iln- Miami- D60 Product Control PR&UCCREVISED v0GAN' 0 tcftoying Will& dw FIMAA as eor*yiiV with itwfda a"" CO& I e Fk- A=cPtmco?4* I -- 67 Exrireim rymft. 17 ply miwni STATESTA ilk, 10 ERAKNQ NOMINAL 2" X 4!'S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON MAILS (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 CLA - DDI " NG THE SOFFIT 18 FASTENED WITH 2' LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4'O,C. AT PANEL EDGES AND INTERMEDWTIESTUDS James Hardie Building Products, Inr. 10901 Elm Avenue Fontana, CA 92337 Phone: 9 9-356-6300 size Fscmvoyqr- lit) zry Fax 909-427-063A A PNL-PLKSOFF Creator: E. Gonzales Date: 412412013 SHEET 10 OP 92 I— 1,NALL LENGTH Stud Spacing at 16" C.C. Building Code Expiration Da 05/01/2022 SFE DETAIL 209a, 3-518"X 1-518" ViVeltal C-stud 0 HardieSoMtO & CemsoffitO materials are noriasbestos fiber -cement products tested In accordance with ASTM C1 186 Grade fl, Type A and meeting the requirements of the Florida Building Code. SOFFIT -Qllm EMSPQNs Width Length Thickness 41 81 Y-1 HardieSaffit, ceotfltWam -1--D-/d #-1 —ro d u c ; t Control IA/=Installation Design Pressure 1 . i Metal Studs -5-"3MijIiIA - 0 GA----------- Nalls at 6" O,C- (typ.) 3/8" Minimum Edge Distance fastener, as ribed in Note SECTION B-B PRODUC117 REVISED 'Z cmvly" with the Fladda as ckltloy* with tb4 04,16 ffil;1dift8 Cods Daum CO& Arce%ea,*N0 121 Am""WIM Not E* ntir aqC42 Ll 7 ATEOF 4p, P ARU(FSC3FFi%CDMSOFPI1wPANEL INSTALLATION 01VA L j DETAILS jfj All Installation shall be done in Conformance with this Notice of Arreptan&-,,i(46nufactureCs installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cernsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this NO.K The soffit shall he installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of IV, O.C. Hardie3offit, Cemsofflit - [Note 1] The soffit fastener shall be a minimum No. 8-18, 0315" head diameter X 1-114" 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 '-'Ludn: 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 clearance of Z'from corners, HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION 20ga, 3-5/5" 1-5/8" Metal C-stud I* he wall and soffit frames are to be L-- designed by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator-, E. Gonzales Sr,ALF James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL- PLK-SOFF 112" zt V-0" I Date: 4/24/2013 1 SHEET 11 01:12, Rev Cladding Framing PRODUCT RENEWED -AAh d e FkAiftti as complying with the Florida qvildiw co-* --Uoyiog wkb d- Building Code A PAO - I NOA-No. 17-0406-06 1/, e7 7 Expiration 05/01/2022 ByP_1 ttco lBY, Miami-DAd Product Control NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/6"WAFER HEAD SCREWS (2 PER TOp FOR METAL AND WOOD 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 9;IADIPING HARMESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DiAM5TrR X I-IJ4' LONG CORROSION RESISTANT RIBBED BUGLEHEADSCREWS (SCREW SHALL HR,/E AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Fontana, CA 92337 hone: 909-356-6300 DVIG NO RE SIZE FSGM NO Fax 900-427-0634 A PNL-PLK-SOFF Creator: E. Gonzales ISCALS Data: 4124/2013 T5.FEr 12 Of-' 12 dfitf .. ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE@ 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 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, 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 WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. ranglasamm RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX pGAl q+ ae' ya4 N a A RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 M 714-292-2602, (F) 714-847-4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardiePanelO Siding James Hardie Product Trade Names covered in this evaluation: HardiePansile, Siding, CempanelqD Siding, Prevail- Panel Siding EVALUATION SCOPE: ASCE 7-1(1 2017 Florida Building Code 2015 International Building Code 2015 International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into@jameshardie.com EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood tunings on either wood or metal framing with nails or screws. REFERENCE REPORTS: Interlek Report 102024363COO-001A, Transverse load test on HardePenel. TEST RESULTS: Table 1 a. Results of Transverse Load Testing Frame Fastener Ultimate Allowable tTest I Thickness Width Spacing Spacing Fastener Type Load Design Load' Report Number AgencyAgency n.) Frame Type in.) tn.) and Dimensions PSF) PSF) Failure Mode 102024363CDQ-OOIA Interhilk 0.3125 SI-11) 48 2X4 wood stud 314" thick by 16 6 No, 8 X 1,25" long X 0.323' HD 1 60.7 53,6 pull through !fracture 3,5" wide SPF furring ribbed bugle head screws 102024363COO-001A Interfiek 0r3125 48 2X4 wood stud, 3W thick by 16 8 No.B X 1 .25" long X 0,323' HD 1 31.4 43.8 pull through 3.5' wide SPF furring ribbed Inuale head screws 102024363COQ•001A Interlek 0.3125 48 2X4 wood stud,3/4" thick by 16 12 No, 6 X 1.25' long X 0.323' HD 1 0& 1 35A pull through 3,5' wide SPF tumng ribbed bugle head screws 102024363C00-001A Interiek 0.3125 48 2X4 wood stud, 3/4' thick by 16 6 0.090" shank X 0.215' HE) x 1.6" 47.6 492 pull through lfraGrure 3.5'wide SPF fumng long ring shank nail 10202436300Q-0011A Interlek 0,3125 48 2X4 wood stud, 3/4" thick by 24 8 No. 8 X 1 .25'long X 0.323'HD 8Z7 27 6 pull through Ifiracture 3.5' wide SPF furring ribbed bugle head screws 1. All fasteners were installed on furring without penetration into the framing members. 2. Allowable load is determined from ultimate load divided by a factor of safety of 3. 3. HarifiePand Siding complies with ASTM C1 186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Fiat Sheets Table I b. Analysis of Allowable Load for 48 Screw at 10" O.C. 8 Screw Spacing Fastener Spacing (in.) 8 12 10 Frame spech2 (in.) 16 16 16 Fastener Tributea area (W) 0,89 1.331 33 1111 Allowable load (pst) 4,8g 35.4354 38L8 Individual fasten2r 38.9 47 -2 43.1 The fastener load for #8 screw at 10" D.C. was calculated as the average of the test results for 8" and 12" O.C. The allowable load for #8 screw at the spacing of 19'0.C, into furring can be calculated by interpolating the results of same fastener at 8" and 12" 0 C- since both tests had same failure mode of fastener pull through from the panels. As shown in the table, the allowable load for#8 screws installed at 10" O.C. to wood furring is 38J8 psf, Justification of Using the Results on Light Gauge Steel Framing In the subject configurations, all fasteners were attached to furring only, so whether the fuming is attached to wood or steel framing does not affect panels' transverse load capacity. It's the project engineer's responsibility to ensure the furring attachment and framing memebers to have sufficient load capacities, tits, e° ti3GAWA Z, ....... Se L cc) RONALD I. OGAWA ASSOCIATES, INC, 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; IF) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC, 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load Equation 1, q,=0.00255*K,*K,*K,'V' fref. ASCE 7-10 equation 30 3-1) cl, velocity pressure at height z K, velocity pressure exposure coefficient evaluated at height z K,, topographic factor Equation 2, K,, wind directionality factor V basic wind speed (3-second gust MPH) as determined from 2015 IBC Figures 1609,3(1), (2), or (3), ASCE 7-1 0 Figures 26.5,1 A, 8, or C V=V,, {ref 2015 IBC Section 1602.1 definitions) V,a , ultimate design wind speeds (a -second gust MPH) determined from 20151 IBC Figures (2), or (3), ASCE 7-10 Figures 26.5-1A, B. or C Equation 3, p=;gi*(GC'-GC'.) (ref. ASCE 7-10 equation 30.6-1) GC,, product of external pressure coefficient and gust -effect factor GC, product of inlemal pressure coefficient and gust -effect factor p design pressure (PSF) for siding (allowable de-,gn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256*K,*K,i1<,*V,s'*(GCCGC,j Allowable Stress Design, ASCE 7-10 Section 2.4. 1, load combination 7 Equation 6, 0.61) - Q'6W (ref. ASCE 7-10 section 2 4, 1, load combination 7) D dead load W , wind load To determine the Allowable Stress Design Pressum, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p_ 0-6*[pi Equation 7, p_ = 0.6*[0.00256*K,-K,,-K,'V,"(GC,-GC,)I Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V_ Equation 8, V. _ (p..,10.6*0.00256*K,*K,'K,*(GC,-Gc,,))a.5 Applicable to methods specified in Exceptions I through 3 of 2015 IBC Section 1609. 1J., to determine the allowable nominal design wind speed (Vasil) for Horde Siding in Table 6, apply the conversion formula below, Equation 9, V_' = V„ - (u)", {ref 2015 IBC Section 1609.3. 1) V_ , Nominal design wind speed (3-second gust mph) tref 2015 ISC Section 1602 11 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602, (F) 714-847-4595 PROJECT: RID-2689-17 Table 2, Coefficients and Constants used in Determining V and P, K W.11 Z.- 5 Height (ft) Exp B Exp C Exp D K. Ka GC, GC, 0-15 0.7 0.85 1,03 h-560 1 0.85 1,4 DA8 20 0.7 0.9 1,08 1 0.85 1.4 0.18 25 0,7 0,94 112 1 0,85 1,4 0,18 30 0,7 0,98 116 1 0.85 1,4 0,18 36 013 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1-22 1 0,85 1.4 0.18 45 0,785 1.055 1-245 0.85 1,4 0.18 50 0.81 1,09 1.27 1 0.85 14 0.18 55 0.83 1'11 1.29 1 0,85 1.4 0.18 60 6-,85 1.13 1.31 1 0.85 1.4 0.18 1G0-1 0.99 126 143- fV1150 1 0J35 1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 inio@,Iameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, no Speed (3-second gust) 1DO 1 105 110 15 120 _ 230 140 150 160 170 180 190 200 210 Height (ft) B B B I B B B B B B B B 8 B - B 0-15 14.4 1&9 17.5 191 20.8 24A 28.3 32.5 37.0 41.7 46,8 5211 797 8 63.7 20 14A 15.9 17.5 19.1 20.8 24.4 2&3 32.5 37.0 41.7 46.8 52.1 ST 6 63.7 25 14A 15.9 717.5 19.1 20,8 24.4 28.3 32,5 37.0 41.7 46,8 521 57.8 63.7 30 14A 15.9 17.5 19,1 0.8 24.4 283 32.5 37.0 413 45.8 52.1 5T8 53.7 35 '-71-51 71 6-6 18,2 19.9 21.7 25A 29.5 33-9 38,6 43.5 4&8 54,4 6-E2 66.4 40 15.7 IT3 19.0 20 22-6 26.5 307 35.3 40A 45.3 50,8 56.6 62.7 69.1 45 16,2 17.9 71- 21- 7 233 274 311 7 36A 41,5 46.8 52.5 58.5 64.8 71.4 50 16.7 18.4 20.2 221 42.8 48.3 54A 60,3 66.8- 73.7 55 -----T 1-71-T 1&9 20.7 726 24.7 28.9 33.6 38.5 43.8 49.5 TUT- 55.5 _*±761.11:: 75.5 60 17.5 19.3 21.2 23,2 25.2 29.6 I 9 701 77 3 100 1 31.0 33.8 36.P_j_Z43 3- 4 t5 5 74 0 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, nd Speed (3-second gvsl) 100 105 , 110 15 1,20 130 140 150 160 170 18D 190 200 0 Height (ft) C C C C I C C C C C C C C C 0-15 17.5 19.3 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 24k 26.7 31A 36.4 41.8 47.5 63,7 60.2 67.D 74.3 81,9 25 19A 21,4 23.5 25.6 27.9 32.8 38,0 43.6 49,6 56.0 62,8 70.0 77.6 K21185,5 30 20.2 22.3 24.5 261 29. 1 4.2 39,6 45.5 51,8 58A 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 67.5 75-2 83.3- 991.9 40 21.5 23.7 26.0 28A 3019 36.3 421 6 8.3 54.9 62.0 69.5 77.4 85.8 914.6 45 22,0 24.2 26,6 29.1 31.6 37.1 431 49A 56.2 63.5 71.2 79.3 87.9 96 9 50 22.5 24,8 27.2 29.7 32.4 38.0 441 50.6 57.6 65.0 72.9 81.2 89.9 99,2 55 22,9 25.2 27.7 30.3 1 -58.5 66-2 74,2 82.7 91 F, 101,0 60 23.3 25.7 8 2 3 . 33.15 39.4 45, 7 52 4 g 18 41 105,5 14117. 9"' 102.8 F- 100 L--43:1 46,9 55.0 63 8 73.3 3, 4 9 1 6 i7 3 143,5 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, nd Speed 100 105 110 -T--115 7 120 130 140 150 1 160 170 180 190 200 21C Height ( ft) D D D D D D D D D D D D-- D D 0- 15 21,2 23.4 25.7 28,1 30.6 35.9 Al 6 47.8 54.4 61A 68.8 76,7 85.0 93,7 20 22.3 24.6 27.0 29.5 32.1 37,7 433 50.1 5T0 64.4 72.2 --.80,4 89.1 982 25 23.1 25.6 28.0 30.6 33.3 39,0 45,3 52.0 69. 1 36.8 74.9 83A 92,4 101.9 30 23.9 26,4 7:29-0 3-16 Z4 -5 40,4 46,9 53,8 61,3 69.2 77.5 86.4 95.7 1055 35 24,5 27.1 729-7 32,5 35.3 41.5 48,1 55.2 62,8 70,9 79.5 88.6 98.2 108.3 40 25.2 277 30.5 33,3 36.2 42.5 49,3 56.6 64.4 723 81.6 90.9 100.7 111.0 45 25,7 28.3 31.1 34.0 370 43.4 503 57.8 65.7 74.2 83.2 92.7 102.7 1133 50 26.2 28.9 34 6 F-737.7 44.3 51,3 58.9 67,1 75.7 84,9 94.6 ID4.8 115.5 55 26.6 29.3 322 35.2 36.3 45.0 86.2 961 106A 117.4 50 2 C 8 3=2. 35,7 38.9 63 T7 6 119.2 00 37. 0 40,8 44.7 4&9 1 -53.2 62,5 72,5 1 -83.2 94.6 106.8 1 -119.8 i0s'l 163 0 Tables 3, 4, and 5 are based -on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC 1011"0", i)GAWA 2A sqPjF to s RONALD 1. OGAWA ASSOCIATES, INC. 1 6B35 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jamesh and ie,com Table 6, Allowable Wind Speed (mph) for Hardiel'anel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)' Allowable, Ultimate Allowable, Nominal Design " I, Speed, Design Wind, Speed, S" V. ' I V-s' Applicable to methods specified in [2015 IBC, Phbcabl. Is method. 2017 FSC] Section specified . Exceptions 1 1609. 1,1-determined by through 3.fj20l5IBC, 12015 IBC, 2017 F8q 2017 FBC) S.cbm Fig.- ( 2). or 1609.1.1. 3). Wind eyn-re -led., I Wind -or,"u'a Coefficients used in Table 6 calculations for Product Minimum Thickness in.) Ndth in.) Fastener Type Fastener Spacing in.) Frame Type Stud Spacing n) Building Height''" It.) B C D B C 0 Allowable Design Load Pb Exp B Exp C j0,9 4Exp D K,,, K.- GC„ GC. HardiePanele 5116 48 No, 8 X 1,25' long X 0, 323' HD ribbed bugle head screws 6" O. C. into furring only 2X4 wood or 20 ga. steel framing, 314" thick by 3 6' wide wood turning ""8 16 5 93 175 159 149 135 123 53,6 0.70 0.85 03 hS60 1 85 1, 4 0.18 20 193 170 155 149 132 120 53,6 0.70 O 90 1.08 i 10.85 1.4 0.18 25 193 166 152 149 129 118 53,6 0.70 112 1 0,55 1.4 0.18 30 193 163 150 149 126 116 53.6 1 0.70 0.98 1,16 1 0.85 1.4 018 2_ 5 89160 148 1 146 124 1 114 53.6 O 73 1,01 1.19 1 1 1 -1A 0.18 1 40 L_ 185 158 146 143 122 1 113 53 6 C.76 1.04 122_j_ 0.85 1A is 45 172 150 140 133 116 108 63.6 0.$8 1.16 1.33 1 0.85 1,4 0.18 50 179 154 143 139 120 111 53.6 0.81 1.09 1.27 1 0.85 g-li" 1.4 0.18 55 177 153 142 137 119 110 53.6 0.83 1.11 0,85 1,4 0.18 60 75 1 141 15 11 111. 53.6 firm 1 L2q 0. 85 1A 018 100 145 128 120 112 99 93 53.6 0.99 1 1,26 1,43 h-601 1 0.85 T-8 0.18 HardiePanelS 5116 48 No. 8 X 1.25" long X 0. 323* HD ribbed bugle head screws S' 0. C into furring only 2X4 wood or 20 go. steel framing, 3/ 4' thick by 15' wide wood furring 16 0- 15 174 158 144 135 122 Ill 43.8 0 70 0.85 1.03 hs60 I D.BS 1,4 0--18 20 174 154 140 135 119 09 43.8 7o 0-700.90 1,08 1 0-85 1,4 018 25 174 150 138 135 116 10/ 438 O 70 0.94 1.12 1 6.85 74 018 30 174 147 135 135 114 105 43S k17 0.700,98 1,16 1 0.85 IA 0.18 35 171 145 134 132 112 103 43.8 r 73 0.731.01 11L 1 1) 8-5 0.78 40 167 143 132 129 Ill 102 3.8 0,76 1J04 1.22 1 0-55 a 1A D- IB 45 164 141 131 127 109 101 43.8 G-7a IA 0,18 50 162 140 129 125 108 1 C)o 43.8 fr 0.911091,27 1 0,85 14 0.18 55 16 138 1 128 124 107 99 43.8 0.83 Lit 1.29 1 0,85 1 A D,18 60 158 137 1 127 122 106 99 43.8 0,a5 1.13 1.31 1 01r5 1.4 0.18 100 131 lot go V11 43.8 0,99 1.26 1 1.43 h160 1 0.851 1.8 0jB HardtePanelV 5116 48 No. 8 X L25"Iong X 0, 323' HD honed bugle head screws 10" O. C, into furring only 2X4 wood or 20 ga. steel framing, 3/ 4' thick by 3.5* wide wood furring ""8 16 0- 15 164 149 135 27 115 105 38.8 O 85 h,60 1,4 0,18 20 164 lZ- 132 727 2 102 38,8 L70 0. 70 0.96 I0L 1- ofi L I 0, 85 0,85 IA 018 164 141 130 127 11 , 110 10038.8 070 0,94 7- 12 1 0,85 1.4 0,18 25 20164 139 127 127 107 99 3K8 0-70 0.913 1116 1 775 1.4 0,187 35 1611361261241069738.8 73 1,01 1.19. 1 0,85 IA 0,18 40 157 134 124 122 104 96 38.8 0,76 1-D4 1.22 1 0.85 1 0.18 45 155 133 123 120 103 95 38,8 0.79 1.07 T25 1 a 85 IA DA8 50 152 131 122 116 102 94 38.8 O 81 1,09 1.27 1 0.1S, 1A 0,18 55 151 130 121 117 101 94 0,83 111 1 2$) TTO-a5 71 74 0.18 60 49 129 120 115 100 93 38.8 38.8 173 1 31 T- 10.85 1A DA6 100 123 95 38.8 0.99 1,26 1,43 h>130 1 0.86 1.8 0.16 HardiePanelV 5/ 16 48 No. 8 X 1.25" long x 0, 323" HD molned bugle head screws 12-, O. C. into furring only 2X4 wood or 20 ga, steel framing, 3/ 4' thick by 3.5' wide wood furring 16 15 157 142 142 129121 110 100 354 0,70 0.85 103 h,60 1 0.85. 1A 0,18 20 167 138 126 121 1E7 98 35A 0,70 0.90 1.08 1 0.851 1A 0A8 25 57 1_ 135124 121 105 96 35,4 0-70 0,94 12 1 0,851 1.4 0.181 30 157 132 122 121 IM N 35A 0 70 0 98 j_ 1. I6 1 6,85 1.4 0.18 35 153 130 E124 120119 101 93 35,4 0.73 1.01 1.19 1A 0,18 40 150 128 119 116 100 92 35A 0,76 1.[)4 1.22 L 1 2. 85 0.85 1.4 0,18 45 148 127 117 115 98 91 35A 039 1.07 1.25 1 0,85 1A 50 146 125 116 113 97 90 355,4 127 1 0.85 1 1 0,18 55 144 115 111 96 89 3 4 3 1. 29 1 0.85 11.4 i, 0, 18 60 142 1 123 114 110 95 89 354 l" I'l 1 0.85 1.4 0,18 1DD I I j 91 35, 4 e IrS 1 26 1 4 h, -1 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602: (F) 714-847-4595 PROJECT: R10-2689-17 Allowable, Ultimate Allowable, Nominal Design Wind, Speed,Design Wind, Speed, V. ss, I V..4,1, JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Applicable to methods sjr-fiaalni 12015 IBC, Applicable to methods 2017 FBq Section sped6edra Eccigh.as 1 6091 I_ as determined by through 3 of(2015 IBC, 12015 IBC, 2017 FBC) 2017 Fsq Section Figures fat (2), or 1609.1.1. 3) Coefficients used in Table 6 calculations for Vind exposure category Wind exposure category Product Minimum Thickness in.) Width in.) Fastener yType Fastener Spacing in.) Frame Type Stud Spacing In.) Building Height' 5 ft.) B C D B CC D Allowable Design Lead PA Exp B ExpC i EpD1 K,,, K,, GC, GCa Hard(ePanelS 5/16 48 No, 8 X 1,25' long X D 323" HE) upped bugle head screws 8,' O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4' thick by 3.5' wide wood furring 24 0-15 138 125 114 107 97 27.6 0,70- 0,85 I LL heap 1 1.4 O.IB 20 138 122 Ill 107 94 as 27 6 0,70 0,90 1.08 1 2.L 085 1.4 0.18 25 138 119 107 g92 27.6 0 70 0,94 7 12 1 0.85 I 4 0.18 30 138 117 107 91 27.6 0.70 0.98 1,16 1 0.85 1,4 0,18 311, 135 115 105 a89 27 6 0.73 1,01 1,19 1 7-861 14 0,18 113 103 88 27 6 0,76 1.04 122 1 1A 0,180 45 IL3 131 112 lol 87 27.6 0,7T 1.07 7- 25 I G.ar0.8r, 1A1 7-8 so 129 Ill 100 86 27.6 81 09 1.27 1W0 85 0.8S0 1,4 018 55 127 98 27.6 0.83 1,11 1 29 1 I 4 1 '18 60 125 97 27,6 73; I11 00 __a855 11.414 0,18 100 27.6 0,99 L,13 1.26 1.43 h,60 1 0.851 1.6 0,18 HarchePanefill) 5116 48 shank X 0.215' HD x 1.5" long ring shank nail 6, O.C. into furring only 2X4 wood or 20 g& steel framing,3/4' thick by 3,5" wide wood turning 16 0115 185 168 152 143 130 118 49,2--- 0,70 0,85 1,03 hs60 1 0,85 14 0,18 20 185 163 149 143 126 115 49.2 0.70 090 1.08 1 0.85 1 4 0,18 25 185 159 146 143 123 113 49,2 0,70 0,94 1,12 1- 0.85 1.4 018 185 166 143 143 121 111 49,2 0,70_2,98 1.16 1 0.85 1'4 0,1810 35 181 154 142 140 119 110 49.2 0.73 1,01 1.19 1 0.85 1,4 0.18 40 177 151 140 137 117 108 492 0 76 1.04 1 22 1 0,85 14 0,18 45 174 150 738 1,35 116 0,79 1 07 1,25 1 0,8!5 1.4 0,18 50 172 148 137 133 115 106 49.2 0,81 09 0,85 1.4 i0.18155170147136131114105 107-0 2 49.2 O 83 1 1,11 1-27 1 0'85 IA 1'80.18 60 168 145 135 130 113 105 49 2 O 85 1.13 1.29, 1 31 1 0J55 1,4 0.18 100 139 1 23 15 89 49.2 99 t.26I 1, Fuming attachment to structural framing members or alternative furring width shall be designed by an engineer. 2, 50,firra; height - mean -f height (n feet) of . building, except that -c height shall be used to, mof oriole, D less than or equal to 10' (2-1 2 roof slope). 3. V,, a .1brusild design ..it sigvcd. 4. V_ = nominal design wind speed 5. Linear interpolation of building height (< 60 ft) and wind speed is permitted. 6 Wrid speed design --pini,s per Analytical Method in ASCE 7-10 Charter 30 C&C Part I and Pril 3, K -I, K,-0.85, GC,,-1.4 (he60), GC,-1.8 (r,U), GC,=Q, I B, 7 Wood fumng ,hall be jorcr-t- treated per AWPA. 8, Wood tumniq shall be specific gravity of 0.42 or greater per AFPA/NDS, or wood shu-tural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-1 08. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per MiarnkDade County Florida, NOA 17-0406.06 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEQQ 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 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-8138-542-7343 infogjameshardie.com EVALUATION SUBJECT HardiePanel@ Siding James Hardie Product Trade Names covered in this evaluation: HardiePanelO Siding, Gempanel@ Siding, PrevailT Panel Siding I-AV-11tillfitL*]lk]&,1901*j:s ASCE 7-10 2017 Florida Building Code 2015 International Building GodeO RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT RIO-2686-17 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cernpanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertelk Report 3067913 (ASTM 01186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5/16" 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 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 46 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16" 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 0.225 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 Woe HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X I in. long 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 enter with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11 149-98/1554d (ASTM E330) Transverse Load Test, 114" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116" 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 )C-1 274-94 (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 10868-97/1475 (ASTM E72) Racking Shear Test, 5/16" 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 0.225 inch head diameter by 1,5 inch long ring shank nail 11. Ramtech Laboratories Report IC-1 057-89 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Firwood studs soared at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir Wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 0 G A STATE OF 14 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1 a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 Fastener Spacingrt Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load" Report Number Test Agency in.) in.) Frame Type in.) Supports Supports Fastener Type PSF) PSF) IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 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 IG-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 143 47.7 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 n. 0.. 5 in. shank X 0. ank na 90 30.0 DHD X 1.5 in. long ring shank nail Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1054-89 Ramtech 0.25 48 1.375 in metal stud 16 6 6 head diameter dbbed bugle 169.9 56.6 head screw Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IG-1D5.5-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knuded shank X 11149-98/1554d Ramtech 0.3125 48 1.375 in metal stud 16 4 8 1.5 in. long X 0.25 in. head 170 56.7 diameter pin fastener Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knuded shank X 11149-98/1554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 101 33.7 diameter pin fastener i, wiowaore Loaa is me unimate Loan ornaea by a ractor oT sarery ors. 2. HardiePanel Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1 b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls'' 2 Fastener Spacing a.,) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame T e in.) Supports Supports Fastener T e ptf) plf) IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d 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 0,3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 1086&-9711475 Ramtech 0,3125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0,091 in. shank X 0.225 in. 595.4 198.5 HD X 1.5 in. long ring shank nail Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1057-89 Ramtech 0.25 48 1.375 in metal stud 16 & 24 6 6 head diameter ribbed bugle 99D.0 123.8 head screw Min. No. 20 gauge X 3,625 in. X ET&F 0.100 in, knurled shank X 11284-99/1580 Ramtech Q.3125 48 1,375 in metal stud 16 4 8 1.5 in. long X 0.25 in, head 1227.0 153.4 diameter pin fastener Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pin fastener rvi uuaiu cry ca Dorm uc auppurrcu uy naming. ranars anon uc appnen wnn ire rung Wmensiun enner parallel or perpenoicuiario sivas. ®dPf®!gF 2. The maximum height -to -length ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable load is based on the average load at 1/8 inch net deflection. 1 pogtoo0 0GAW4 ti o w STt F . • b RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-A595 FAX PROJECT RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3, allowable design loads 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 (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26,5-1 A, Figure 26.5-1 B, and Figure 26.5-1 C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7- 10 Section 2.4 combining nominal loads using allowable stress design , load combination 7, Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure, Equation 1, %-0.00256*1<,*K„*K*V (rel ASCE 7-10 equation 30.3-1) q2 velocity pressure at height z K, velocity pressure exposure coefficient evaluated at height z K, topographic factor Kd wind directionality factor V basic wind speed (3-second gust MPH) as determined from [2015 IBC, 2017 FBC] Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V" {ref 2015 IBC & 2017 FBC Section 1602 1 definitions) Vo , ultimate design wind speeds (3-second gust MPH) determined from [2015 IBC, 2017 FBC] Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1 A, B, or C Equation 3, p=q,*(GCCGC,) (ref. ASCE 7- 10 equation 30.6- 1) GC, product of external pressure coefficient and gust -effect factor GC, product of internal pressure coefficient and gust -effect factor p design pressure (PSF) for siding (allovrable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0,00256*K,*K,*K,*V,,"(GCPGC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.6W (ref. ASCE 7-10 section 2.4. 1, load combination 7) 0 dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, F, = ().6*fpj Equation 7, 1pe,, = 0.6*[0.00256*K,*K„*Kd*Vu,*(GCrGCO)] Equation 7 is used to populate Table 3, 4. and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V_ Equation 8, V, = (p.,10.6*0.00256*K,*Kn*K,*(GC,-GC,))4' Applicable to methods specified in Exceptions I through 3 of (2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasc) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V_ = V. * (0-6)" fref 2015 18C & 2017 FBC Section 1609,3. 1) V, , Nominal design wind speed (3-second gust mph) (ref 2015 18C & 2017 FBC Sectioni II . Table 2, Coefficients and Constants -used in Determining V and P, K Wall Zen. 5 Height (ft) Exp B Exp C Exp D K. Kd GC GC, 0-15 V 0.85 1,03 hs60 1 1 0.85 1.4 0.18 2D 03 09 1.08 1 0,85 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.-98 1.-1-6— 1 0.85 1.4 0,18 35 0-73 1.01 1.19 1 0,85 1.4 0.18 40 0.76 1,04 1.22 1 1 0.85 1.4 0.18I 45 0.785 1065 1245 1 0.85 1.4 0.18 50 0,81 1.09 117 1 0,85 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1.4 0.18 60 0.85 113 1,31 1 0.85 1t4 0.18 100 0,99 t.26 43h'60 1 0.85 L8 0.18 17 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC- 1-888-542-7343 info@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, Speed (3-second2uLsq10D 105 110 115 120 130 140 150 160 170 1 180 190 200 210Wind Height (ft) 8 B B 8 B B B B 8 B B B B B 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 57.8 617 20 14.4 15.9 17.5 19.1 20.8 24.4 28,3 32.5 37,0 4-1-7 46.8 5211 57.8 63.7 25 14,4 15.9 17,5 19.1 20,8 24A 28.3 32.5 37.0 41.7 46.8 52,1 57,8 63.7 30 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- 35 15,1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38,6 415 48.8- 54A 60,2 614 40 15.7 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4, 23.3 274 31.7 36.4 41.5 46.8 52.5 58.5 154.8 71A 50 16.7 18.4 20,2 22,1 24.1 28.2 32.7 37.6 42.8 483 54.1 60.3 66.8 73.7 55 17 _1 18.9 1 -203 1-22.6 1-24.71 28.9 1 -316 38.5 43.8 49.5 55.5 61.8 68.5 75.5 60 1 f.b 19. 1. 23,2 26.21 29,6 1 -F34 42 39,5 9 50.749 56'a 63.3 701 77.3 100 25.6 57.6 65.5 74.0 82.9 92A 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to he Resisted at Various Wind Speeds - Wind Exposure Category C, Speed (3-second gust) 100 105 110 1 115 120 130 140 15D 160 170 180 190 200 210_ Wind Height (ft) G C C C C C C C C C C C C C 0.15 17.5 19.3 21,2 212 25.2 29.6 344 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24_6 2-6 . 7 31.4 36.4 41.8 47,5 53,7 60.2 67.0 74.3 81,9 25 19A 21A 23.5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62,8 70,0 77-.6 85.5 30 20.2 22.3 24.5 26.7 29.1 34.2 39.6 45.6 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 210 251 27.6 xo 35.2 40.8 46.9 53.3 60.2 67.6 752 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 86.8 94,6 45 22.0 24.2 26.6 29.1 31.6 37.1 4341 49.4 56.2 63.5 71 .2 79.3 87,9 96.9 50 22.5 1 -24.8 1 -27.2 1-29.7 1-32,41 38.0 44.1 1 -50.6 57.6 6.5J) 72.9 81.2 89.9 99.2 55 22.9 25.2 1 -27.7 1-30.3 1-33.01 387 1 -44.9 1 -51,5 5it. 6 66.24-74.2 823 91.6 101.0 0.81,33.61 39_4 1 -45-7 52 4 4 84.1 1 -93.2 102.9_ 83-4 SgM. 1 105,5 1 17.6 1-130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed (3-seco2q_qustj 100 105 110 115 120 130 140 - 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 933 20 22.3 24.6 27,0 29.5 32.1 373 43.7 50.1 57.0 644 72.2 80.4 89.1 98,2 25 23.1 25.5 28.0 30.6 33,3 3-9.0 45.3 52J0 59.1 66.8 74,9 83A 92.4 101.9. 30 23.9 26.4 29.0 31.6 14.5 40.4 46.9 53,8 61.3 69.2 77,5 86A 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 79.5 88.6 98.2 108.3 40 25.2 277 30,5 33.3. 36,2 42,5 49.3 566 6544 723 81.5 90.9 100.7 111.0. 45 253 28.3 31.1 34.0 37.0 43.4 50.3 57,8 65.7 74.2 83.2 92.7 102.7 113.3 50 26.2 28.9 31.7 4.6 73 44.3 51.3 58.9 67.1 75.7 1 -BC9 94,6 104.8 1 15.5 55 26.6 29.3 32.2 1-35-2 1-38.3 111 52.2 59.9 68.1 76.9 86.2 96.1 0 17 4 60 6- 77 79 _8 45.0 4 53.0 60J3 100 37.0 40.8 62.5 72.5 83.2 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2DI 5 IBC, 2015 IRC and the 2017 Florida Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-586-542-7343 infoCa_)jam eshardie. com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3) 7 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V.,4,6, V.,", 3-second gust mph) 3-second gust mph) Applicable to methods Applicable to methods specified in 12015 IBC, p.ctfi.d,o E ... pli- 1 2017 PBC Section through 3 of [2015 IBC, 6001.1. a drerrolo.d by 2017 FBq Section Figu,es 16093(1), (2), or 1609 1A M. Vind exposure cateaory Wind emosure cateflor Coefficients used in Table 6 calculations for Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height' feet) 6 C D B C D Allowable Design Load PSF) Exp S Exic C Exp D n K, GC, GC, HardiePaneIVY) 5/16 48 6d common 6 2X4 wood Hem -Fir 16 0-15 186 168 153 144 130 118 49.7 0.7 0.85 1.03 11-oZ0 1 0.85 1A 0.18 20 186_ 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0,85 lA 018 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 0.85 14 0.18 30 186 157 144 144 121 112 49.7 0.7 0.98 1,16 1 0.85 1,4 0,18 35 182 154 142 141 120 110 49.7 0 1 0,85 1A 0.18 40 I 817 i 52 141 138 118 109 4917 0 1 T85- 1-4 0.18 45 175 150 139 136 117 108 49.7 6.7851 1055 1 1,245 1 0.85 14 018 50 172 149 138 134 115 107 493 0.81 1 1,09 1,27 1 0.85 1A 0.18 55 170 147 137 1 132 114 106 1 -493 1.11 1.29 1 10.85 14 0.18 I'D 11 146 136 130 113 105 7Z 7 2.E_ 0.85 F_ 1,13 1 31 1 t 0.85 1.4 0.18 711-11 1 124 116 106 96 9() 49,7 0,99 1.26 1.43 h160 1 0,851 1.810.18' HardiePaneW 5/16 48 6d common 4 2X4 wood Hem -Fir 16 0.15 233 212 192 181 164 149 78.7 0.7 0.85 1,03 h560 1 0.85 1.4 018 20 233 206 188 181 159 146 78,7 0.7 0,9 1.08 1 0.85 14 0.18 25 233 201 185 181 156 143 76.7 0,7 0,94 1.12 1 1-4 0.18 30 233 197 181 181 153 140 783 0.7 0.98 1,16 1 0,85 1.4 0,18 35 229 194 179 177 151 139 78.7 0.73 1.01 719 1 0,85 14 0.18 40 224 192 177 174 148 137 76.7 D.76 I.D4 1 0.85 1,4 0.18 45 220 189 175 171 147 136 78.7 0,785 1.065 1.22 1.245 1 0.85 14 0.18 50 217 187 173 168 145 1 134 78,7 0.81 1.09 1.27 1 0.85 1.4 p.18 55 214 185 172 166 144 1 133 783 0,83 1.11 1,29 1 0.85 14 0,181 1 164 142 1 132 78,7 0,85 1.13 1.31 FTFEET-1.4 0-18 100 175 155 146 1 136 120 113 78.7 0.99 1,26 1A3 h>6D 1 10.851 1.13 0.18 HardieParfiel& 5/16 48 6d common 6 2X4 wood Hem -Fir 24 0_15 147 134 121 114 103 94 31.3 03 0,85 1.Ta hS60 1 1,4 0.18 20 147 130 119 114 101 92 31.3 0.7 0,9 1.08 1 2:85 0.85 1.4 0.18 25 147 127 116 114 98 90 1 --31.3 0.7 0.94 MT 1 F6 14 0.18 30 147 124 114 114 96 89 1 -31.3 0.7 D.98 1.16 1 0,85 1.4 0,18 35 144 123 113 112 95 87 1 -31.3 O 73 1.01 1.19 1 0.85 1.4 E18 40 141 121 112 94 86 31.3 0.76 1,D4 1.22 1 0.85 0.18 45 139 119 110 109 108 92 86 0-785 1.0135 1.245 1 0.85 1.4 1A 0.18 50 137 118 106 91 31.3 D.Bl 1.09 1.27 1 0.85 1A DAS 55 135 117 105 91 31.3 0.83 1.11 1.29 1 0,85 1A 0A8 60 134 116 103 90 51,3 0.85 1.13 1.31 5 1.A T 18 100 Ill 86 31,3 0,99 1.26 1.43 h-50 1 0,85 1.8 0,18 HardiePanel@ 5/16 48 6d common 4 2X4 wood Hem -Fir 24 0-15 182 165 150 141 128 116 47Z_ O.7 0.85 1,03 hZ60 1 0.85 14 0.18 20 182 160 146 141 124 113 1 -47.7 0.7 ag 1.08 1 0.85 14 0.18 25 182 957 144 141 121 Ill 1 -47.7 0.7 0.94 112 1 0.85 1A 0A81 30 182 154 141 141 119 109 477 0,7 0.98 1 085 0.181 35 178 151 139 138 117 108 477 0.73 1 ,01_ 116 1. 19 1 1A 1. 4 0.18 40 174 149 138 135 116 107 47,7 0-76 1.D4 1-22 1 0. 85 0, 85 14 0,18 45 172 147 136 133 114 106 47.7 0,785 1,065 1245 1 55 1.4 018 50 1fi9 146 135 131 113 105 47.7 0.81 1,09 1.27 1 0.85 14 0.18 55 167 144 134 129 112 404 477 0M 1 1.11 129 1 0.85 I'A 0-16 60 165 143 133 128 Ill 103 477 0.85 1,13 1.31 1 0.85 14 0,18 100 137 121 114 106 94 88 47.7 0.99 1.26 1 1.43 h160 I o851 1.8 CAB HarthePaneIV 5/ 16 48 4d, 0. 091 in. shank X 0.225 in. HD X 15 in. long ring shank nail 4 edge 8 field 2X4 S wood G14. 36 16 0- 15 144 131 119 112 101 92 30.0 0.7 0.85 1 1,03 jhs80 1 1 0- 85 1,4 0.18 20 144 127- 116 112 9-8 go 30.0 0.7 0.9 1.08 1 0.811 1A 0,18 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 0.85 1A 0,18 3D 144 122 112 112 94 87 MD 03 0.98 116 1 F_b 8;71.4 18 7- 35141 120 Ill 109 93 86 30.0 0.73 1.01 1,19 1 0 85 1 A 18 40 138 118 107 92 30,0_ 0.76 1 04 1.22 1 085 1,4 0,18 45 136 117 105 91 30.1) 0385 1.[)C,5 1.245 1 0.85 1A 018 1 50 1 134 116 104 89 30.0 0.81 1.09 127 1 1.4 0,18 55 132_ 114 103 89 30.0 1 10.85 10,851 1 1,4 0.18 lot 86 19839 1 14 0.18 100 Mo 1 1. 26 1 1,43 Ih160 I I 10 85 1 -181 0,18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 mfo@jameshardie-com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V 4.r' V..,5,6, 3-second gust mph) 3-second gust mph) Applicable to methods Applicable to rnethod specified in [2015 IBC specified in Exceptions 1 2017 FBCJ Sect- through 3 of 12015 IBC, 1609.1A. as determined by 2017 FSC] Section Figures 1609.3(1),(2), or 609.1.1, O.1.1, 3), Wind exposure category l Wind 7x-posuTecategoi Coefficients used in Table 6 calculations for Siding I K, I Product Stud Building Allowable Product ThicknessWidth Fastener Fastener Frame Spacing Heightl,7 B C D B C D Design inches) Type Spacing Type Load inches) inches) feet) PS) Fxp B Exto C Exp D K= Kd C3C, GC' 0-15 198 180 163 163 1-39 1-26 55.6 0.7 0.85 1.03 fo;60 1 0.85 14 0.18 Min. No 8 X 20 198 175 159 153 135 123 566 0.7 a.9 1.08 1 70.8-55 14 0.18 25 198 171 157 153 132 121 56.6 0.7 0.94 112 1 0,85 1'4 018 1 in. long X Min, No. 30 198 167 154 153 130 119 55.6 03 098 1,16 1 085 14 0180.323 in 20 go. 35 194 165 152 150 128 118 56,6 0,73 1,01 1,19 1 0,85 1A 0,18head 33 mil) X 40 190 162 150 lo 126 116 56.6 0,76 t04 1.22 1 0.85 IA 0.18HardiePaneit' 114 48 diameter 6 3,625 in. 16 45 187 161 148 145 124 115 56.6 0.785 1.W5 1.245 1 0,85 14 018ribbed X 1.375 50 184 1119 147 143 123 114 56.6 0.81 1.09 1.27 85 1" bugle head in metal 182 157 146 141 122 113 56.6 0.83 2t) j Rj 14 18L_ screw' stud 55 60 180 156 145 139 121 112 56.6 1.13 1 1 0.85 1.4 0.18 100 149 132 124 115 102 96 56.6 0.85 0.99 1.26 1.43 h>60 1 0.85 1.8 0.18 0-15 146 132 120 113 102 93 30,6 03 0.85 1.03 h.160 1 0.85 11A 018 20 146 128 117 113 t99 91 30 6 0.7 0.9 im 1 0.85 - 14 018 Min. No 8 X 25 146 126 115 113 t97N91 89 30,6 0.94 1,12 1 0.85 1,4 0.18 1 in. long X Min, No, 30 113 113 95 88 30.6 0.7 0,7 0.98 1 1-16 1 68-5 71-4 FJi 0.323 in 20 ga- 35 21 112 110 4 86 30.6 0.73 1,01 1,19 1 0.85 IA 0.18head 33 mil) X 40 14 l 140 119 in 108 93 85 30.6 0.76 104 1,L2_ HardiePaneig 114 48 diameter 6 3.625 in. 24 45 137 118 106 91 30-6 0.785 1.065 1.245 1 0.85 14 0.18. ribbed X 1.375 50 135 117 105 90 30.6 0.81 1.09 1.27 1 0.85 1.4 018buglehead in metal 55 134 116 104 90 30.6 0 83 111 1,29 1 10,851 14 018 screw, stud 60 132 115 102 89- 30.6 0.86 1.13 1.31 0.85 P-4 F-,e 100 30.6 0.99 1.26 1A3 h,50 1 0.&5 1 -1.8 0.18 ET&F 0-15 198 180 163 153 139 127 56.7 07 085 1 W hS60 1 0.85 1A 018 20 198 1 L_ 160 153 135 124 5-56.70.771- 0.85 14 0.18 0. 100 in. 25 198 1 71 it 1 -,;; 132 121 56.7 0.7 0.94 12 1 8- R 8LLMin. No. knurled shank X 20 ga. 30 198 167 154 153 130 119 56.7 0:7 Or 98 116 1 0.85 ZL - 1,4, 0,18. 35 194 165 152 150 128 118 56.7 0.73 1.61 1.19 1 0.85 1 -1.4 1 0.181.5 in. long 4 edge 33 mill X 40 190 163 150 147 72-6 116 56.7 0.76 I.04 1,2 1 2HardiePanel@) 5/16 48 X 0.25 in. 8 field 3.625 in. 16 45 187 161 149 145 4T2- 15 tj_ 0.785 1-065 1.245 jihead X I 375 50 184 159 147 143 123 114 56.7 081 1.09 1,27 1 0.85 14 0.18diameter in metal 55 182 157 146 141 122 113 56.7 0.83 1.11 1.29 1 0.851 1.4 1 0A8stud pin fastener" 60 180 156 145 139 121 112 S6 7 0.85 1.13 1 31 1 0,851-1,41 018 f-D -0 14-9-1 1-32 124 115 102 96 563 099 1.26 1.43 h'C s 1 08-57- 1-8 To-, 8 0-15 153 1 139 126 118 107 98 33.7 03 0.85 1.03 hs60 ET&F 0.100 in. 20 135 123 118 104 95 3a7 0.7 0,9 1.08 L 1 0.M 0.85 1.4 1A 0,I8 0-18 25 153 132 121 118 102 94 89 33.7 Q7 0.94 1,12 1 0.85 1A 0,18knurled Min. No. 30 41 153 I 129 1 19 118 100 92 33 7 0.7 0.98 T16 1 6- 85 1.4 018shankX20ga. 35 150 127 117 116 99 91 333 OY3 101 119 1 0.85 1.4 0,181.5 in. long 4 edge 33 mil) X 40 147 125 116 114 97 90 33,7 0.76 1,04 1.22 0.18HardiePanet& 5116 48 X 0.25 in. 8 field 3.625 in. 24 45 144 124 115 112 96 333 0.795 1 06 1.245 1 2,85 0.85 14 0.18head X 1.375 50 142 122 113 110 95 1 8-8- 33.7 0.81 1,09 127 1 0.85 1.4 018diameter in metal 55 4 121 113 109 6 87 3 7 0 83 1 11 2 9 1 10851-1 018stud pin fastener'? 60 ED 120 112 07- 93 33,7 0 85 1.13 31 1 1 F8.510.1817 too 115 89 337 0.99 1.26 4" ji>60 1 1 1 0.851 1.8 11II 1. Screws shall penetrate the metal framing at least three full threads. 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 D less than or equal to 10' (2-12 roof 4. V,,j = ultimate design wind speed 5. V_ = nominal design wind speed 6. Linear interpolation of building height is 60 ft) and wind speed is permitted. 7. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Kv=l, K,I=0.85, GCv=-1 -4 (hs60)' GC,,= LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 lot GA 31ope). j W4 Pj- C'Tr-7 cz ti Florida Building Code Online Pac,Z:1e I of 2 BCIS Home Log in User Registration Hot Topics Submit Surcharge Stars & Facts Publications FBC Staff 5CTS Site Map Links Search da Product Approvalbbr1, 4, USER: Public User LMgMC, Ago al Menu > Ero-,t or A Jicanon Search > cation D t > 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-R6 Revision 2017 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aiuminumcoilsinc.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 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 Validation Checklist - Hardcopy Received Certificate of Independence f 12 14 P 60 1 A L val al-onReo r4 '4soffitsfnaLpdf Referenced Standard and Year (of Standard) -Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 littps:llw-\N-w.floridabuilding.orc,,Iprllpr_app_dtl.aspx?parain=wGEVXQNvtDquk24AUC%."-fE... 2/1/2018 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 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 FL # 1 Model, Number or Name Description 12194.1 Alumunurn Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No 7FL12R alu!'_Qqport Approved for use outside HVHZ: 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 R- Ac ALQL001.3 2017 FBC Evaluation Rg rt Created by Independent Third Party: Yes Back EE LQ2U_a_,Ls :: 2k2j_ak,: at4nR - I ih F'Oq The State of Florida is an AA/EEO employer. :: EL_-kZ_qta aEmn: : LLLQ$, il'ftmg_nj :: Bgfunsl.`tement 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 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 errails provides 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 hgrsi_. Product Approval Accepts: M go i7*1 RE M cred'i? Card Safe 1-ittps:/,',A,w-w.iloridabuildinc,.org/pr/pr_app_dtl. aspx?paranl=wGEVXQwtDquk24AUC%2fE... 2/l/2018 ALUMINUM COILS, INC. 5001VVes Knox Street Tampa. FL33534 813)249-9743 Tampa, FL Quality Assurance: Certificate ofAuthorization No. 29824 l752OEdinburgh Dr Tampa, FLS3647 813)400- 342I Issued September t 2017 Category: Panel Walls Subcategory: Soffits Code Sections: 1404.51. 1709.10 Properties: Wind Resistance wsFsnewcss Entity aftp_ grt No Standard Year Certified Testing Launramrins(roT1nrr) Cru\1u4rw AAmA 1402 2009 Certified Testing Lmuo,ator/ox(rsT1n7r) oTLAzor6w AAMA 1402 znne PmConstruction Materials Technologies (TaTne7o) AC/x'003'02'01 AAmA 1402 zoos pn/Construction Materials Technologies (rsrnnra) *c|x-nnn'oz'nz AAMA 1402 uons LIMITATIONS 1 This report ionot for use inthe MVHZ. 2 Design wind loads shall be determined in accordance with FBC Section 1609 1 Soffits shall belabeled inaccordance with FBC Section 1709 10^ 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 12032 O. 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 O1G20-3. ofo This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 0~0^ u|mu o0|us. INC n 0 N Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F'Chenne| Preformed nominal 0.016'indhUhirk. 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8^J~Channe| Preformed nominal 0.O15'inchthick, 31O5M-14aluminum J-channe| See Appendix Dfor dimension drawings. Fascia Preformed nominal 0.019-inchthick. 3105 H-14 aluminum fascia. See Appendix Dfo, dimension drawings, 16" Q4Soffit Preformed nominal 0.0135-indh thick, 3105 H-14 aluminum ooffitpan e provided in 16- inch sections. The reported net free ventilation areas a22.3 in^xin.ftfor the 'full vent' configuration and 11. 1 in2/|in.ftand for the 'center vent' configuration. See Appendix Dfor dimension drawings. iE f / E_QZaE_ uu= ,C"uouop 12^T4Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12' inchaectiona.The reported net free ventilation areas are 12.5in.8in.ftfor the 'full vent' configuration and 4.2 innin. ft for the 'center vent' configuration. See Appendix D for dimension drawings. 1Z_QEbTzB_VENo This evaluation report is provided for State of Florida product approval under Rule 61G20'3. The manufacturer shall notify CREEK Technical Services, LLCnfany product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, |n*aoation, reomnmonucu use, urother product attributes that are not specifically addressed herein. REEKkl 01. 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, 6tt' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. O . 0 ...... No 74021 it — STATE OF 4J 44j 0 R CERTIFICATION OF INDEPENDENCE 10:06:18 A — U1 ^ 01 4+ U 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. 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. 3 FL1 2194-R6 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 The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1404.5.1. 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 rninimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c, Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 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. CREEK TECHNICAL SERVICES, LILC d. 16" 04 Soffit — 8-inch o.c. Fastener Location F Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang Wth F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved SSystems for1 24-inch Overhanq Wvith J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. I 314-inch long x 0,072-inch dia, x min. 3/16- 1217-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 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 x0.072-inch dia. x min. 1/4-inch 48 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. Max One (1) 14 ga. 5/8-inch Iona T nail One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-3 16-inch Masonry spaced 8-inch o.c. Wood crown staple spaced 8-inch o.c. and Securing each panel lap head dia. trip nail spaced 48- 64.2incho.c. ALC15001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKa-' TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Pso Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min, 3/4- inch x 1/4-inch crown One (1) min. #8 x 112-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 I I I inch o.c. I I Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pst Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max, 0.072-inch diameter finishing nail with min. 3/16 513 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga, 1/4-inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 513 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min, One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 Max Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch inch o.c. o.c. 3/16-inch head dia. trim nail spaced 36-inch O.C. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max Wood crown staples in diamond pattern Wood One (1) min 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. A LC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Techrfical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits 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 spa 4-inch 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x I- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood ox. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. I Approved Systems for 16-inch overhang with J-Channel I System Panel Wall Connection Eave Connection MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min, 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. 1 1 1 nail spaced 48-inch o.c. I ALC15001.3 FL12194-R6 Page 4 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. ACREEK41 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Z63011MEM 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-I 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch O.C. 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with 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 306-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter c. 12-inch o.c. nail 24-inch o.c. finishing nail with 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 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 8- finishing nail with min, 76,6 spaced 8-inch o,c. 1) 7d x 2,25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch 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. ALC150013 FL12194-R6 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits 03131MEM' 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 AttachmentAttachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each fernale 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 VVood leg staples in each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16-inch diamond pattern 1) min. 2.25- inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. inch x 7d ring One (1) min. 1.75-inch each panel lap 16-inch o.c. shank nail x 0.072-inch diameter 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg 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 inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 -inch 0.072-inch diameter 24F- 5 Max' Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16- inch 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.G. nail 24-inch o.c. x 0,072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 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, LL.0 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. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits WE== 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 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. 1.75-inch 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 Wth min. 80/-60 spaced 8-inch o.c. 1) 7d x 2,25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 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 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 ga. 1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga . 1/4-inch crown through the rafter securing each panel One (1) 18 ga. '/,- One (1) min, 1,75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2:25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min, 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails Ice- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga. 1 /4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga '14- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min.±53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o,c, 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min, 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 4-inch o.c. I ALC15001.3 FL12194-R6 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. ACREEKTECHNICALSERVICES, LLC INSTALLATION Note -Refer to the APPROVED SYSTEMS section of this report System No. I Installation Detail 12F-1 & 12F-3 ALUMINUM COILS, INC Soffits 03-m-Em installation details of a selected systern and maximum design pressures limitations. rl I n . 31 S ' head d i . , — i I ,I th qaa,-faenr (for wcol at- miss. f; - v97' di no! I c' 'veaj I i"_h min. 51"'', {for corwel". 01, block a. not -ad 1- ve . ASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL Wo,- 1 0"Ic'-f , or mock k; FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 3/4" X 1/4' --, CROWN STAPLES USING A DIAMOND PATTERN 12F-2 F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP 0 DOWN WOOD SUBSTRATE ALC 15001.3 ALUMINUM COILS, INC Soffits OPEN RAFTER STAPLES _SQFEITSTAPLE 1-f DIAMOND PATTERN 3/8' PETVEENJ 1'2ETAIL STAPLES FACIA BOARD / M 3/4' X 1/4' CROWN 1-3/4' TRIM NAIL FACIA BOAR STAPLE W ON CENTER 3 4" TRIM NAIL 1-3/4' TRIM NAILA PAINTED JS, S PAINTED S.S. 48' -FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT- max. 12 - i n-h span SOFFIT SOFFIT & -FASCIA DETAIL FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. tIM ALUMINUM COILS, INC'CREEK Soffits MM TECHNICAL SERVICES., LLB Appendix B System No. Installation Detail 12J-1 OPEN RAFTER SOFFIT STAPLE TAPUS OPEN RAFTER GIST DETAIL FACIA BOARD -1 Lars 3/4' X 1/4" CROWN STAPLE '24' STAPLE TERN0 1 N CENTER USING A OhWQAOND PATTERN FASCIA CAP 3/4 - X 1/4' CROWN J—CHANNEL 1-3/4- TRIM NAIL STAPLE *8' ON CENTER LICrewed to soffit with ... P(l lib X PAINTED S.S. 46" 1/2" X 3/8 head O_C. diameter screw, 16" 0 1c. SOFFIT —max. 12-inch span 1-3/4- TRIM NAIL FACIA BOARD PAINTED S.S. I Nir FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 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. ALUMINUM COILS, INC Soffits M System No. Installation Detail I I- TINH NAIL FASCIA BOARD PAINTED S.S, FASCIA CAP SOFFIT 1-xJ- CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 OETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 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. S, INCALUMINUMCOILCREEKSoffits TECHNICAL SERVICES, LLC Appendix B ALC15001.3 FL12194-R6 Page 5 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. COILS, INC CREEKSoffitsAALUMINUMTECHNICALSERVICES, LLB Appendix B System No. Installation Detail SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERNCROWN3/4' X 1/4* DETAIL STAPLES USING A DIAMOND PETWMI STAPUS PATTERN FACIA BOARD FASCIA CAP 16F-4 N_ /4 X 1 4* CROWN FACIA BOARD 1-3/4" TRIM NAILTRIM "L a" STAPLE ON CENTER PAINTED S.S. D S.S. PAINTED1-3/4' TRIM NAJ F' CHANNEL CAN 13E PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE, O.C NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFTT—Max. 16-in'Zil sl)ai) SOFFIT FWOODSUBSTRATE SOFFIT -&EASCIA Q ELALL ALC 15001.3 FL12194-R6 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 System No. I Installation Detail USING 16F-2 & PATTER Sol 16F-6 DIAM01 F- Sul AFTER BOARD CAP; REFER FIT & FASCIA MAX. 16" I J- T PAI ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL 8 FASCIA BOARD FASCIA CAP I"q" CROWN STAPLE ALC15001.3 FL12194-R6 Page 7 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. ffm CREEK TECHNICAL SERVICES., LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits OPEN RAFTER STSOFFIT STAPLE APLES GIST ; DIAMOND PATTER DETAIL FACIA BOARD 1-3/0- KTVM STAPLESN FASCIA CAP 3/ 4- X 1/4' CROWN FACIA BOARD STAPLE - 8- ON CENTER 1- 3/4 TRIM NAIL 1- 3/4- TRIM NAJLA PAINTED S.S' PAINTED S.S. 48' —FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFff— rnax. 16-inch Span SOFFIT & I -AdQJJADETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for 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 System No. Installation Detail I I- TRIM NAI FASCIA $CARD FAINTED S,$. Rowa FASCIA LAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO I-q CROWN STAPLE SOFFIT STAPLE NAIL OIA 1 S$ 11"T MOND PATTERN DETAIL K- 1 TRIM NAIL FASCIA BOARD PAINTED S,S, SOFFIT 9, FASCIA 24F-1 & DETAIL 24F-4 1-4,' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 3, FASCIA DETAIL Nominal I,X2, SYP 3 8) Banen An1h,red to SOFFIT; MAX, 24' F-CHANNEL Rafters with an' 7d Ring Shark Nait at eaerp Rafter WOOD SUBSTRATE- SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 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 TECIANICAL SERVICES, LLC ALUMINUM COILS, INC Soffits 970 6 System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S,S I-I' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1-4' CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S,S, SOFFIT & FASCIA 24F-2 & ~ DETAIL 24F-5 CROWN STAPLE FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL Nominal I'xz' SYP B.ue. A.,hored tv SOFPIT; MAX, 24- F-CHAN14EL Rafters with c,Te 7d Ring Sh-h Rail at WOOD SUBSTRATE every Rafter ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffitsATECHNICALSERVICES, L.L. Appendix B System No. Installation Detail AIJ" TRIM NAIL FASCIA BOARD If PAINTED Ss, 146A T-NAILS SOFFIT 1"xJ- CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT R FASCIA 24F-3 & DETAIL 24F-6 rq- CROWN STAPLE FASCIA CAP, REFER TO SOFFIT & FASCIA F41-ANNt MASONR ALC15001.3 FL12194-R6 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 J" TRIM NAIL FASCIA BOARD PAINTED S S 1"4' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO CANTILEVERED F`xj- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN JRAFTER , DETAIL FASCIA BOARD SOFFIT & FASCIA I TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1"4" CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT A FASCIA DETAIL 3. CNMlnl it 2" SYP battens 11abbld between 'atle's a,W SOFFIT; MAX, 74' 1-01ANNEL aKUTed Rh One (1) 7d ring shar,k nail stralghl,oarled Ihm,,gh the ratio, rr hi the end WOOD SUBSTRATE— of the batten a, two (2) Id hng sb-k —Is t- owled en either side of The batterb at the ri.ttew'aner intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 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 of - 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 The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC. z Exposure B. C. and D shall bnosdefined in section 1008ofthe F@C. J. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. x. All calculations are based onaneffective wind area nf10_ft2orless. s. Topographic factors such as escarpments or hills have,been excluded from the analysis. 6. Wind directionality factor, K^=U.05 7. V,,It is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FIBC. 8. Projects with rnean roof heights greater than 60-ft shall be evaluated by a licensed design professional. S. Zones 4and 5shall bedefined asshown below, Dimension "a" shall be 10% of the least horizontal dimension or (0A x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. xLc\50013 pL12194-*6 Page 1 of This evaluation report wprovided for State mFlorida product approval under Rule o1G20-3, 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, installaflon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Wind Pressures for, Soffits in Exposure B ALUMINUM COILS, INC Soffits Building Type Mean Roof - ZoneW1He!q-ht Basic Wind Speed ''mph)'?' 1 0 150" 1 0:, 170 g 180 190 200 20 16.9 -19.8 22.9 263 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 26.3 30.0 33.8 37.9 42.2 46,8 4 40 18.3 22.9 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 21.5 19.5 -22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 1 60 20.5 -24.0 27.8 32.0 36.4 1 41.1 46.0 513 56.8 Negative Loads) 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 5T8 30 20.8 -24.4 28.3 32.5 37,0 41.7 46.8 52.1 57.8 5 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 8 60 25.3 -29.6 34A 39.5 44.9 50.7 56,8 633 70.1 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 21.7 243 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 183 20.8 23.5 26.4 29.4 12, 5 50 12,5 14.7 17,0 19.5 22.2 25.1 28,1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 233 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12,7 143 16.9 19.2 21.7 24.3 27.1 30.0-- 30 10.8 12.7 143 16,9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 1&0 18.3 20.8 23,5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25,11 28.1 31.3 34.7 60 131 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 L12194-R6 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 Design Wind Pressures for Soffits in Exposure C mean, Basic Wind Sneed (mr)h) ALUMINUM COILS, INC Soffits WMEMBM u1jumy Zone T Roof 20 30-, Height (ft' 40'-' 150" 17 0 0190 '2 0 20 --21.7 -25.4 25 -22.6 -26,6 29.5 30.8 33.8 38.5 40.2 43.5 45.4 48.7 50.9 54.3 -60.2 56.7 -62.8 30 -23.6 -27.7 32.1 35.4 36.9 41.9 47.3 53.1 59.1 -65.5 4 40 -25.0 -29A 34.1 39.1 44.5 50.2 62,7 -69.5 50 -26.2 -30.8 35.7 41.0 46.6 52.6 56.3 59.0 65.8 -72.9 Enclosed 60 -27.2 -31.9 37.0 42.5 48.3 54.6 61.2 68.2 -75.5 Negative Loads) 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 -7T6 30 -29.1 -34.2 39.6 45.5 51.8 58.4 65.5 710 -80.95 40 -30.9 -363 42.1 48.3 54.9 62.0 69.5 JT5 -85.8 50 -32.4 -38.0 44.1 50.6 57.6 65.0 72,9 81.2 -89.9 60 -316 39.4 45.7 52.5 59.7 67.4 75.5 84.2 -912 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34L8 38.5 25 14.5 17.0 19.7 25.8 29.1 32.6 363 40.3 30 15.1 17.7 20.6 22.6 23.6 26.9 30.3 34,0 3T9 42.0 4 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 29.9 333 37,8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 4&4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31,2 34.8 38.5 25 14.5 19.7 22.6 25.8 29.1 32.6 36.3 40317.0 30 15.1 1T7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 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 ALC15001.3 FL12194-R6 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 Design Wind Pressures for Soffits in Exposure D Mp.;;n" Raqir. Wind Snpprl (rnnh) ALUMINUM COILS, INC Soffits Appendix C buijaing Zone Roofft , Type 0 Height1 50, 160 70 0 9 0 200 20 - 26.0 30.5 35A--- 40,6 46,2 52.2 58.5 65,2 72.2 25 - 27.0 31.6 36.7 42.1 54.1 60.6 67.6 74.9 4 30 - 27.9 40 - 29A 32. 8 34. 5 38. 0 40. 0 43. 6 45. 9 47. 9 49. 6 52. 2 56. 0 58, 9 62. 8 66. 1 70. 0 73. 6 77. 5 81 . 6 50 - 30.6 35.9 41.6 47.8 543 61.3 68.8 76.6 84.9 Enclosed 60 - 31.5 37.0 42.9 49.3 56,1 63.3 70.9 79.0 87.6 Negative Loads) 20 -321 37.7 417 50.1 57.0 64.4 72.2 80.4 89,1 25 - 33.3 39.1 45.3 52.0 592 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 5 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 94.6 104.8 60 - 38.9 45,7 53.0 60.8 69.2 78,1 84. 9 87. 6 97.6 108.1 20 16.7 19.5 22.7 26,0 29.6 33.4 37.5 41.7 463 25 17.3 20.3 23,5 27.0 30.7 34.7 38,9 433 48.0 30 17.9 21.0 243 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 210 26,7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19,5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23,5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27,9 31.8 35,9 40.2 44.8 49.7 5 40 18.8 221 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 60 20.2 210 23. 7 26. 7 27. 5 30, 6 31. 6 34. 8 35. 9 39. 3 40. 5 44. 1 45. 4 49. 1 50. 6 54. 4 56. 1 ALC15001. 3 FL12194-R6 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, ILLC 3/8" F-Channel 3/8" — RN1.11UNT1.101M, ALC 15001,3 I S/8" 8" fIEM 7 3/4" 3/8' FL12194-R6 ISOMETRIC VIEW 3/8' PROFILE ISOMETRf( VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Fascia 3/4" 7/8" - ALC15001,3 1/8" HEM 6"FASCIA F BLANK FI-12194-R6 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits ZT-11MEM 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" Q4 Soffit iz" LI-1 --- 0' 1 2F T ' 187 BLANK 3 / 8 PROFILE ALUMINUM COILS, INC Soffits App6ndix D ALC15001.3 FL12194-R6 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 3 1/8" 3/4- 7/8" 3 1/8" 7/8" 1 3 1/8" 112" 1/2" 1/2" 112" 1/8'• 13.75" BLANK 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, Florida Building Code Online Page I of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge. stars & Facts Publications FBC Staff FCIS Site Map Links Search dProduct ApprovalbrUSER: Public User Product ALoy Mnu > ELog t > Apzlica lion q > Application Detail ming NO sfir FL # FL7006 -RIO Application Type Revision Code Version 2017 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 IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US LOW 3H4 708) 496-2800 Ext 200 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 rmetzOOI@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Harccopy Received 514l ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 https:/'/' ArxA,--,A7.floridabuilding.org,/ r/pr app dtl.aspx?parm-n=xA,GEVXQxA,,tDqse7mYBd2b'K... 2/6/2018P — I Florida Buildinc, Code Online Page 2 of 3Z: Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # j Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A 2117 from FMdL _p f Design Pressure: N/A Other: ELZO06 B LQ C _CAC Leer -ASTM 08 etter --L9-2 2- QU 71-.Paf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions Instructions for FBC FL700§_-p f dfVerified 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 This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Z006 RIQ_ C CAC &STM D 3462 - _Shing-l-Q letter F - Approved for use outside HVHZ: Yes Impact Resistant; N/A Sk rye im --CL - -- ff tgot- -- -20 a 2D.a F,-7Q9- 6-ELQ-C-C e r - J, 51n Da I I tqtLL-C2 26 Design Pressure: N/A 20_171, from jFM-pdf Other: f_ 1-7006 RIQ_CAC er - ,A TM D34fQ letter fad 2217 FL7006 Pljk- Q_CAC Letter - P STM U-0 el-ter{9-26- 2017}.pl, f QualityAssurance Contract Expiration Date 12/31/ 2020 Installation Instructions ELZ22L-111- E n instruct) nsdf LI-7006 _ P10 11 IKO-1a7-02-01 Letter - _Installation Instructions fQL FBC FL7006.6df 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 One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in-HVHZ: Yes F 70GG R CAC Lgtte - ATM P3161, IQ.!Ler -_10-26- Approved for use outside HVHZ; Yes 2017,from FM,p Impact Resistant: N/A 2 letter tt r - ti4.2 —6 Design Pressure: N/A 20 LL-Lpff Other: I _ L7 (106 _E1_0 C CAC I -e trer - _A STY LEK —1e tte r _-1 11 - 2 6- ZLiz-hDif Quality Assurance Contract Expiration Date 12/31/ 2020 Installation Instructions LLI006 PjL_ jI Poofing--PmyjLis-Le, g-j.n-_ELjae--P1is- Rp2LigaLiion-JN 1) of L _p_ VerifiedBy: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https:,"/Nv,A 7.floridabuilding.orc,/P r' r— app dtl.aspx?parai-ii=wGEVXQAtDqse7mYBd'Lb-'IK... 2/6!'2018 t- /P Florida Building Code Online Page ') of 3 7006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont,, Toronto, Ont.; I I Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL7.006 S1_0 jC_ SAC D31_61 letter 19-26- Approved for use outside HVHZ: Yes 2QJ L/1_fromLEn.O Impact Resistant: N/A FL7006 P10 CAC Design Pressure: N/A 201 71_p f Other: FI-700 R J,Q ia Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions Fj_7006 RI jastrucchorlL.for fBC FL7006 pff Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: hack Et R T h4UktjLjZ,1,2,9 RLQag_ - 4- 4Q The State of Florida is an AA/EEO employer. L2IIy_righj_n -f F1 n, 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 850.487.1395. "Pursuant to Section 455.275(l), 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 click here . Product Approval Accepts: M U 09 EA M M https://,A,wi,,,.florida.building.org/pr,/pr app dtl.aspx?parai-ii=wGEVXQA,,tDqse7mYBd2b'K... 2/6/2018 October 27.2017 K0Industries, Ltd 12OHay Rd. Wilmington, DE 19809 Sk(s). PR|Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2O17 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) \KO Shingle Application Instructions —3-Tab Shingles EN'3Tab_ App|no_8AGXEFS-2O12'11_refonno ed2O13-O2-nav07/13-Fiohda) 2) |KOLamin tedShingles App|icahon|no1ruotiona EN-Laminated_App| ns_8TTEFS-2O12'O4_refonne ed2O13-O2-rev07/13-F|orida) 3) |KOHip and Ridge12Application |natrucdonu EN-HipondRidge 12_3HRTri-2013- O8_reformatted2O13-08) 4) |KOLeading Edge Plus Shingle Application Instructions EN-3LEP'Tri-2012-08_reformatted2013'03) S) ASTk8 O3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. |nthe event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/ or Duc T. Nguyen, FL P.E. do not have nor plan toacquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: P.E. Number: 65034 Date: Dchober27 2017 Date: October 27 2017 Attachments: A)| KDShingle Application Instructions 3-Tab B)|K0Laminated Shingles Application Instructions C)|KOHip and Ridge 12Application Instructions D) IKO Leading Edge Plus Application Instructions xn'187-02-01 PRI Construction Materials Technologies, uu64sBadger Drive Tampa, FL 33610 ny.m3-s21/nr mx:m31-e21-5o40 e-mail: webSuc ht1nmm.priCmt.cv xO Installation Instructions for Asphalt Shingles Page 2mn NOTE: THESE INSTRUCTIONS SHALL BE USED IN COKUUCTON WITH |KO`S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. UNDERLAYMENT: Applied in accordance with building code requirements, For areas where the roof slope is kasa than 4^ per foot down to2^ per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eoveprotection by18^.followed byfull 3S^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 greoter, cover the deck with one ply of under|ayment|aidponaUe| 1otheeaves.vvith2^hohzon1a||apsond4''end|aps. Apply metal drip edges nntop of any underlay along rake edges and directly tothe deck along eaves in accordance with building code requirements. NAILING: Use galvanized ( zinc coated) roofing nails, 11 or 12 gauge, with at least3/8diameter heads, long enough topenetrate through plywood or3/4'into boards, Use 4nails per shingle placed 6-10''above the butt edge, approx. 1''and 13''from each end and 1/2''above each cutout. Drive nails straight aothat nail head io 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 asshown below, Ensure that nonail iawithin Z' cdajoint/cutout ofthe underlying shingle, Seal down each shing|eatdmeofapp|icatiunvviththree1''diamehar(opprox.sizeandthickneomofaquarter)opotaofosphe|t plastic cement placed under the shingle Z' 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 eheU have maximum average exposure of5-5/8^ SEALING STRIP Ji NAILS NAILsv DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies.LLC. 6412madger Dnve Tampa, a3361oTe[m3-621-5777 Fax: m3-621-5840"-maiL bSite hftp:/AwAv.p cmt.com o Installation Instructions for Asphalt Shingles Page ams MiFfireTIAMI NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTK]N WITH |KO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to2O17FBC. 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 undedaymerdconfonning to building code requiremente. thefirstsheetover|appinQtheeaveprotectionby1S^.foUowedbyfuU3G''vvidtheovedappinO 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 undodoymant| eidponaUe|(ntheoavea.vvbh2^hohzonta||apoond4''end|opa.App|ymetm|dripedg*oontop of any underlay along rake edges and directly tothe deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least303 diameter heads, long enough 10penetrate through plywood or3/4^into boards. Use 4nails per shingle placed inthe nail line 7-3/8 below the top edge, approx. 1^and 13''infrom each end. Drive nails straight aothat nail head iaflush with, but not cutting into shingle surface. NAILING ONSTEEP SLOPES: For steep slopes of21^ per foot K6U, ormore, use Gnails per shingle placed aoshown below. Ensure that nonail iswithin 2'ofajoint/cutout ofthe underlying shingle. Seal down each shing|ea1dmeofapp|icatinnwhhthn*e1''diemeter(approx.uizeandthickneosofaquarter)spotoofaophaK p|aodo 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 ofdirect sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/ 8". NAILING ' STEEP SLOPES AppucAnOw Use six nails sts shown, NAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTtONaOF THE SHINGLE pmConstruction Materials Technologies, ucwuBadger Drive Tampa, FL 33610 nu.my-6o-5rn mx:m3-oo- 5mo e-mail: matenalstesting@priarritcom wobSite: hftpmwww.priomt.mm IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO • and Ridge 12 A• • • !Instructions i i Hip d Ridge NOTE:• . BE USED IN CONJUCTION• INSTRUCTIONSAPPLICATIONINSTRUCTIONSANDTHEAPPLICABLECODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE M 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. rr rrrir • ar ! ! 4 r. !•! i ! i ! i ! it • i ,•• j i ' i r ri i it ! • ri rii• .r• a i i- i i arr ar• a i • i 1W .. TAPER CRT trst a,, PRE Construction Materials Technologies, LL C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621.5840 e-mail. matenalstesting@pricmt,com WebSite: http:hWm.pncmt.com mo nmonouvn 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 COMJUCTON WITH iKD'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE, |NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1 Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required Z Each 3Q303'x131/4'(1O0Ommx33Gmm)|KOLeading Edge Plus strip iuperforated lengthwise for separation into two ( 2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one ufthe separated shingles 393/8'x05/8(1UO0mmx188mm)and remove approximately 20^(500 mm). Install this shingle on the lower left corner ofthe roof deck, granule side up. with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves byonominal 1/4''(Smm) minimum. Fasten the shingle 0othe roof deck with nails located 3^to4''(75 mmtn1OOmm)from the eavaedge and 1^(25mm)infrom each end. 4, Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent 10the outer edge ofthe 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^to4''(75mm\o10Umm)from the rake edge and 1''(25mm)infrom each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3D8''(9mm)diameter heads, long enough 10penetrate through plywood nr3/ 4''(2O mm)into boards. Use 4nails per shingle placed 3'0o4''(76mmh» 1UUmm)from the eave edge and approximately 1 " and 13" (25 mm and 330 mm) in from each end. G, 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 xhou|doverhangthenakeedgeandeaveabyonomine|1/4^(Gmm)minimum.FestenthaahinQ|osVo theronfdeukwhhnai|a|ucated3^to4''( 76mmto1OOmm)fromtheeaveedge.4nei|apurahing|e. 7. Apply roof shingles as per the instructions printed on each product' s package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus, In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. ConStRiction Materials Technologies. LLC. EAomadger Drive Tampa, rL 33610Tel. m3-621-5777 Fax m3-621-5840^-mail, bSite. hnp:/A&ww.pncmt.com Florida Building Code Online Page I of 2L_ k BCIS Home Lop In Use, Registration Hot Topics Submit Surcharge Slats & Facts Publications FISC Staff 5CIS Site Map Links Search d FUSER: ApprovalbUSER: Public User I $ ear h > LMLcation 4iSt > Application Detail I rIffill, FL # FL15216-R3 21Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap, com Authorized Signature Eduardo Lozano elozano@interwrap, com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underlayments 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 Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL15216 R3 OL 2017 QI Ni mines. ff Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://,, A,,\A,w.florldabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQNN,tDqN73yVVKJZI Q... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes f Impact Resistant: N/A Verified By: Robert Niemmen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R3_A 17 10 FINAL Er, LN-TERWPAP _RHINOIL22 1 21 6- P,3_pdf Created by Independent Third Party: Yes Back F7— Lontp U :: 26n Road Tallahassee F 3 atgn& 8U-4 - 4 The State of Florida is an WEED employer. C tStatement 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 850.487.1395. fiPursuant to ct Seion455.275(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 emars 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 bgriI_ Product Approval Accepts: Cre& Card Safe https://, AAN- A7.floridabuilding.org,/pri/Pr_app dtl.aspx?param=NA,GEVXQxAtDqv-')7VVKJZIQ... 2/6/2018 TR NITY ERD EVALUATION REPORT ntenmnap,|nc. 32923Mission Way Mission, 8[V2V'6E4 Canada 551) 574-2959 EXTERIOR RESEARCH & DESIGN, LLC. Certificote cifAvtho*zomm#9s03 353[ HR|ST|ANSTREET, UNIT #23 OXFORD, [TU647 PHONE: (2O3) 262-9245 Evaluation Report 140510.0212-R3 FI-I5216- 113 Date ofIssuance: 82/17/Z012 Revision 3:1O/ 1U/2O17 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen' P.E. for use of the product under the Florida Building [ode and Florida Building [ode' Residential Volume. The products described herein have been evaluated for compliance with the 6m Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: BhnoRoufUnderayments LAusuwa: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen' P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ufthis Evaluation Report relative to updated Code requirements with each Code Cycle. 4ovcnnssxxsmr:TheEva|uationReportnumberpnecededbythewo,ds^TrinityIERDEva|uated^ maybedisp|ayedin advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. w»pscrmw:Uponrequest'acopyofthisenhreEva|uationReportshaUbeprovidedtotheuuerbythemanufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages I through 3. Prepared by: Robert J.M. Nienninen P.E. Florida Registration No. 59166,Florida DC4ANE98J The facsimile seal appearing was authorized by Robe* wiernm*P.co"xpo/2u17.This does not serve as an electronically signed document. CERTIFICATION upINDEPENDENCE: z. Trinity |enodoes not have, nor does xintend tvacquire or will it acquire, a financial interest inany company manufacturing nr distributing products uevaluates. z, Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. a. Robert miemmen' P.E. doe, not have nor will oqm,e' a financial interest in any company manufacturing u,distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. s. This isa building code evaluation. Neither Trinity | snonor Robert w/emmrn, P.E. are, in any way, the Designer ofRecord for any project onwhich this Evaluation Report, o,previous versions thereof, is/ was used for permitting u,design guidance uv|ro retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: Scops: Product Category: Roofing Sub -Category: Undedayment Compliance Statement: RbinoRoofUndedayments' as produced by |ntenvop, Inc., has demonstrated compliance with the following sections of the 6m Edition (I017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions ofUse set forth herein. 2. STANDARDS: Section Properties Standard/ Year 1507. 1.1,T1507.1.1 Unrolling, Breaking Strength, p|mm|uv AuTw ozzs zmm 1507, 1.1 Tear Strength AsTwozsrn znzs RsFcncwccs: E n it Examination Reference Date Ts( rsT1509) Physical Properties znussssnscoQ-uos 10/27/2011 Ts( TsT1509} Physical Properties 10us39395co0,002 10/27/2011 Ts( TsTzsoy) Physical Properties 10053e395coo,006 03/14/2014 pn/ ( rsTsn7a) AsTm oze7u;Tear strength ocp'330-02-02 10/03/2017 Ts( Qux1e7a) Quality Control Service Confirmation 09/30/2017 4 1 RhinoRoufU2V is muhj|ayeed polymer woven coated synthetic rocdundedaymert available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 51 This is a building code evaluation, NeitherThnhy|ERD nor Robert Nieminen, P.E. are, in anyway the Designer ofRecord for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5. 2 This Evaluation Report isnot for use inFB[HVHZjurisdictions. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory ortest report from accredited testing agency for fire ratings ofthis product. 5.4 RhinonuufUndedaymems may be used with any prepared roof cover where the product is specifically referenced within FBCapprova| documents. | fnot listed, a request may be made tothe Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Aspha it Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or I Simulated Slate 5 6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation Exterior Research and Design, uc Evaluation Report 140510.02.12-R3 Certificate 'f»umommmun#9ooa a=EDITION < zozr>rocmm*xvxzEVALUATION pu5216-p3 RhinoRoof u"u,00vmem= ne"u/ vns.zo/zwzozr Page xm3 TRINITY. INSTALLATION: E,1 RhinoRuof Undedaymems shall be installed in accordance with |nte,wmp, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 62 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior toapplication. 6.3.1 Shall be installed in compliance with the requirements for A5TM DZZG,Type | or U under|aymentin F8C Table 15U7.l.1for the type of prepared roof covering to be ingoUed, taking into account the wider sheet- widthfurdoub| e'|aye,app!icatiuns. 6. 3.1 Fasteners: For exposure <24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, o'those noted in§.42.The use ofstaples isprohibited. For exposure , 24 hours up to maximum 30dmys corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.32 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to ntenw,ap' Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < Z4 hours, use ofevery-other fastening location printed on the surface is acceptable, For exposure ,24 hours up to maxinnvn, 30'days' use ofevery fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the wndedayment need only be preliminarily attached pending attachment ufthe battens onthe same day. Battens shall not bepositioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with |ntenmrap published instructions. 6/4.3 End ( vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5' but maintaining minimum half -width plus 1- inch side (horizontal) laps, resulting in a doub|e'|aye,app|ication. 7. Bu/um/ma PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 8. QUALITY ASSURANCE ENTITY: ENDUFEVALVAOONRER}RT- Exteuor Research and Design, uc Evaluation Rewortwmuzm.12-R3 Certificate v/Avmoumw"#9sm a~EDITION ( zozr)pacmom'xv*zEVALUATION FLIS216-n3 xuovxomu"uerupv^vts xew,/v"y. zo/1o/2oz/ Page 3m3 hm Roof' U20 C] []D 'r|rD OtO R6inoRoof U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated opace(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered avapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voi6s, damaged or unsupported areas. Deck surface should 6efree ofdebris, dry and moisture free. USE: RhinoRuof U20must 6ocovered 6yprimary roofing within 60 days of application. U20 is designed for use under; asphalt orsynthetic shingles, metal in residential applications, and cedar shakes that have been primed, APPLICATION: For slopes from 4: 12and higherRhinoRuo{ U2Oisto6elaid out horizontally (pa/aUe|) 10the eavewith the printed side up. Horizontal laps should be 4^ and Vertical laps should be 6^andanchored approximately 1^ in from the edge. For low slope applications it is recommended to overlap 50% plus 1^' for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air orgas driven fastener tools is acceptable. The use ofstraight edge cutting knives isrecommended. FASTENERS: For same day coverage with primary roofing RhinoRoof U2Ocan 6eanchored with corrosive resistant 3/8^ head x 1^ leg roofing nails (ring shank preferred, smooth leg aocoptab|e).The use ofevery other anchoring location printed onthe product isalso acceptable. UU2O will 6eleft exposed for upto6Odays the product must be anchored with 1 ^ plastic or metal cap smooth or ring shank roofing nails and anchored inall locations printed onthe facer. DONOT USE STAPLES: the use ofstaples to penetrate RhinoRoof° U20wiU void war/anty. ANCHORING: All anchoring nails must be flush, 90 degrees tothe roof deck, and tight with the underlayme/n surface and the structural roof deck. Where seamy and joints require sealant oradhesive use a low solvent plastic roofing cement meeting ASTM D-4586Type 1'orFederal Spec SS-153 Type 1 such as Karnak' Henry OAP, K48. Gence| or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPK4based caulk ortape sealant EXTENDED EXPOSURE: KRhinoRoof U20 product will beexposed longer than 24hours and upto60days then product must be attached to the structural roof deck using a minimum 1^ diameter plastic ormetal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and itisrecommended for best performance touse with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof° U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could 6eapplied tothe overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should 6efollowed onsteep slope roofs' such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumu|atey, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious irjory. Depending on roof pitch and surface conditions, blocking may berequired tosupport materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. nterVVrapl Roofing Products Division Charleston, SC ° Vancouver, BC " Mission, BC * Montreal, QC y Web:www.| mehWmp.com600Gng E-mail: Florida Building Code Online Page I of 2 2..-.r '. " i '„ } t'+tp i :- y \`3..? 4 y'cY 1 { E °^ N!'W ; tin 1 i yv on 13CIS Home , Log In User Registration Hot Topics Submit Surcharge Stats & Facts S Publications `5C Staff BCIS Site Map Links Search dt k Product Approvalb-' jo USER: Public Use, Pr bqL&PjPLQ-v I Menu > Product Search > ibzailcAL9,n Ust > Application Detail FL # FL16994-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg, Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence fi-16094 R5 COI__$ 0111 5a, finai_pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1503.5 1709.2 Product Approval Method Method 2 Option B https:IIINN-NN,xA,,.floridabuilding.orglprlpr—app_dtl.aspx?parani=wGEVXQNN,lDqvBwYu9TrZ N... 2/6//2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/26/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products i I FL # 1 Model, Number or Name Description 16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No fLI 6q')4 R_:L_$EML4D 1 5A /017 FB _f Yal Rg.RQrt_2t_ Approved for use outside HVHZ: Yes Ridge Vent final_pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FLI 6994 R5 -LE _SEM I I_QCLI 5a 2017 FB(LFvLal Rep -art Qff- lal.-Of Created by Independent Third Party: Yes 16994,2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with clay or concrete the Limits of Use Installation Instructions Approved for use in HVHZ: No EL16 994 R-9 11 SFM140,01_5b _2011' FBg_ Eva I ,Report Tile, Approved for use outside HVHZ: Yes S2_Q, fVent firal. p Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FLL6_ Q 4R' AES MIAMI !jL2kLZFB Eya1_Report TL1q Roof Vent Created by Independent Third Party: Yes Kig Next Scone Rop i T It h , F99 The State of Florida is an WEED employer. _Qoy,ight 007-_2 12 to f f Florida.::r, a. RLivt m n :: A, ibility 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 850,487,1395, fiPursuaqt to Section 4 55,275(l), 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 email addresses are public record. If you be 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: rM rl i7a R M Credi* Gard Safe https: f,,' w,Ar"7.floridabuilding.org,'Pr/'pr_app_dtl.aspx9parai-n=xA,GEVXQNN,tDq\,,BwYu9TrZ,N... 2/6/2018 Certificate of Authorization No. 29824 17520 Edinburgh DrCREEKTampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6 TH EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017 11801 Industry Drive Jacksonville, FL 32218 800) 874-0335 http://www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503,5, 1709.2 Properties: Roof Ventilation EDkiy PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) Report No Standard Year SEM-029-02-01 ASTM E 330 2014 SEM-031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel', Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high, Vent is available in nominal 4-ft, 6-ft and 8-ft sizes. SEM14001,5a FL16994-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC PRODUCT APPLICATION Deck Type: Minimum 7/16-inch APA span rated OS8 sheathing or 15/32-inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum212 Installation Height: Maximum 33-ft RoofCut-0wt 2.5-inohwide x42-inohopening for the nominal 4-ftvent 2.5- innhwide x0O-inohopening for the nominal O4tvent 2.5'inchwide x9O- inchopening for the nominal 841vent Attachment Method: Cut-out opening uoprescribed above into the sheathing located eminimum [-imhoff the ridge. For a single vent install the vent as close »uthe center of the roof length as possible. Multiple vents should beevenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409. Type | roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening inthe roof sheathing. Slide the top and side Msngoe of the vent underneath the shingles and eUmw the bottom flange to lie on top of the shingles- Attach the vent with #9 x min. 1.5-inch HWH screws with 0,5- inch sealing washers or min. 12 ga. x 1-1/ 4-inch ring shank nails with min. 3/8-inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 1- inch from the edge of the flange and 5.5- inches o.u. along all four sides of the vent. All loosened shingles shall be adhered down with mofoement/nesUo. When nails are used 0uattach the vent, all penetrations through the vent flange nhoU be sealed using AGTM D 4586 orA8TM D 3409. Type | mofingcement/naatio. Allowable Roof Coverings: Asphalt shingles Maximum Design 43.5psffor 4-ftand O-ftvents Pemoum -18psf for &- ftvent Pressures calculated using z:/margin v/safety per rou* y This evaluation report is provided for State of Florida product approval "rme, nvlems2o- o. The manufacturer shall notify CREEK Technical Services, LLCv/any product changes mquality assurance changes throughout the duration for which this report mvalid. This evaluation report does not express nor imply warranty, inmaumion, recommended use, v/other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Cv,Inc. CREEKoxnm w TECHNICAL SERVICES, [_LC LIMITATIONS 1) Fire Classification iooutside the scope ofthis evaluation. 2) This report isnot for use inthe HVMZ. J) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents uheU be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. |nthe event ofconflict, the more restrictive installation shall beenforced. 5) Deck substrates shall beclean, dry, and free from any irregularities and debris. All fasteners inthe deck shall bechecked for protrusion prior toinstallation. 0) Installation ofthe roof assembly iaoutside the scope ofthis evaluation. 7) OEMCOvents are intended to provide passive ventilation for anenclosed attic in residential construction applications O) All products listed in this report shall be manufactured under aquality assurance program in compliance with Rule O1G2O-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6 1h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1 ^-^ w..~ 4`/ x ZooharyR. Priest, P.E. Florida Registration No. 74O21 Organization No. ANE8641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. pneo P.E, umm not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary pxPriest, P.E- does not have, nor will --acquire, a financial interest in any other entity involved in the approval process of the product. This evaluation report isprovided for State mFlorida product approval under Rule o1GzO-3, The manufacturer shall notify CREEK Technical Services, ucmany product changes mquality assurance changes throughout modration*/whichmis report mvalid, This evaluation report does not express nor imply warranty, inmanat/on, movmm=numu use, urother product attributes that are not MIAMI-DADE COUNTY MIAMI- PRODUCT CONTROL SECTIONmm1] 805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (780315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) NN-o,-N ndamidade_.gov/economv Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER -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 falls to perform in the accepted mariner, 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 of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3 The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page I of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Manufactured by Test Product Dimensions Applicant Specifications Description Weather Vent Vent : 4- 1/2"x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville,. FL EVIDENCE SUBMITTED Test Agenev Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC 132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: "/32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 31/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1 -/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and I" from the outside edge of the flange. Use a minimum of 18 nails per vent. Sea] all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: I. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 1 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. Z_ 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Sea] as shown below: MIAMI-DADE COUNTY FIEUSIM ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 r lAM I;QADE C-10jU6NOTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 Vk CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F, No: ApplicatiOn Documented Construction Value: S Historic District* Yes Q No Job Address: 'y ommercialEl3 ResidentiaLP-TI, Parcel ID: . r-11-11 Addition 0 AlterationEl Repait-E] DemoEl Change'oflJseE] Move Type of NcvjA:n A Description of Work: -kLOLKI Plan Review Contact Person,. Phone: Fax: Email: Property owner information - Phone: Name Resident of property? Street: Contractor Information 11 Pbone* 117/111NameFax: Street: v I? State 1,icens,c No.: City, State Zip:-J A Architect/Engineer Information Phone: Name: Street: Fax: E- 1- nail: City, St, Zip: Mortgage Lender: Tionding Company: Add ress: Address: WARNING TO OWNER: POUR FAILURE TO RECORD A NOTICF OF COMMENCEMENT MAY RESUI-;r MUST 13E INYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT ON HE JOB SITE BEFROREN THEINSPECTION. IF YOU INTEND TO OTAIN RECORDED AND POSTED TTAATTORNEY BEFORE RECORDING YOUR NOTICBE OF FINANCING, CONSULT WITH YOUR LENDER OCOMMENCEMENT. as indicatedI certify that no work or installation has Application is hereby made to obtain a permit to do the work and installations dards of all laws regulating construction commenced prior to the issuance of a permit and that all work will be performed to meet stan in this jurisdiction. I understand that 0 separate permit must be secured for electrical work, plumbing, si9fls, wells, Pools' furnaces, boil ers,11 eaters, tanks, and air conditioners, etc. FBC 105.3 shall be inscribed Nviti, the (late of application and the code in effect as of that date: Sit, Edition (2014) Florida Building Code Permit Application Revised: June 3Q 2015 to this property that may be ditional restrictions applicable -h as water requirements of this peri'llit, there may be ad its required from other governmental entities such D_TICE: In addition to the and there may be additional -Perl-n and in the public records of this county' anagement districts, state agencies, Or federal agencies, 1_ty of the requirements of Florida Lie" CS713, ill notify the of the propertyO"'np Of permit is verification that I -v COPY of executed contractntract is required cceptanCC permit submittal- A C of submittal- C, at the time Of . is issued, in file City of Sanford requires paylilerit of (I plan review fee estimated construction value of the job a' "" "" review charge and will be considered the le in effect at the "trip' the time value, ICC Valnation,Tab ti rr order to calculate a plan red based on the current contract p\ on construction value will be figured charges figured off the executed exceed th . e actual cOnstrllc The actual with local ordinance- Should calculated chaccordance e applied toy Permit fees when the permit is issued- all work will credit b p in, information is accurate and that VS AFFIDAVIT: 11 certify that all of the forego' construction auning. oW [El with all applicable laws regulating be (lone in compliance // Signature of Owner/Agent Print O,,,,/Agent's Name Date Signature of Notary -state Of Florida owner/Agent Is Personally Known to Me or ID e Produced ID Type Of P,i,,t coiltfador/Agent's Name ojt state f derClair Date Signature g"i 36 Commissi6n # GGA 5170715,2021 b0l)uW tr% pra : e` S onally Known ConaCtOlr/Agcut is Produced ID Type USE ONLY BELOW IS F Olz OFFICE GaLSE] Roof Electlicalo Me . chanical 0 plumbing Od zone- occupa Permits Required: Buildin occupancy Use: Flo Construction Type_____----- # of stories*------ Min. occupancy Load: Total Sq Ft of g of E4*1-xtures PiurnbiNew Construction: Electric of Amps__,ire Alarm Pery"it:, Yes Na of BeadsBeads-V4 ire Sprinkler Permit' Ye SVI NOE] APPROVALS: ZONING: COMMENTS: UTILITIES-. -, FIRE: WASTE W ATE R: BUILDING:_ pennil APP11c2lio" PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES Apaus-s: 5200 VINELAND RD Q_rrY: ORLANDO TsATE: FL CONTRACT.. AGREEMENT MGA 31 UF 1 4 JOB NAME: F DD ATIE: 6/21/2017 Dc)cumENT: ELECTRICAL CONTRACT REVISED amc: LEVEL I — WITH CFL BULBS GAS/ELECTRIC MARK u: ORLANDO CITY: SANFORD - FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE BARCELONA 200A 2392 10-kW HEAT 240V, 60A 6,663.00 5-TON AC 240V, 50A CARNIVAL 200A 2402 10-kW HEAT 240V, 60A 6-1667.00 5-TON AC 240V, 50A CYPRESS 200A 3449 10-kW HEAT 240V, 60A 8,477.00 5-TON AC 240V, 50A GLASTONBURY 200A 2798 10-kW HEAT 240V, 60' A ' 6,992.00 5-TON AC 240V, 50A MADRONA 200A 2091 9-kW HEAT 240V, 50A 5,740.00 4-TON AC 240V, 40A MARGATE 11 200A 1966 8-kW HEAT 240V, 50A 5,455.00, 4-TORAC 240V, 40A MELBOURNE 200A 2107 8-kW HEAT 240V, 50A 5,701.00 4-TON AC 240V, 40A MILAN 200A 1349 5-kW HEAT 240V, 35A 4?279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10AW HEAT 240V, 60A 6,281.00 5-TON AC 240V, 50A PENNSACOLA 200A I 2570 io-kW HEAT 240V, 60A 6,616.00 5-TON AC 240V, 50A CONTRACTOR/OWNER: EDMONSON ELECTRIC: DATE: 1034 Skipper Road a Tampa, FL 3 I Phone:(813)91 0-3403 v;'Fax:(81 3)910-8546 % www.EdmonsonElectric.com FLONDA LICENSEft EC13005408 T r µ.a pp gp 6 J(} CITY i NAY O D BUILDING W FIRE PREVENTION PER IT APPLICATION Application No: 0_ 3 Documented Construction Value: $ Job Address: 4 ` 114 Historic District: Yes No Rj Pareel ID: Residential Commercial El Type of Work: New Addition Q Alteration El Repair Derno D Change of Use[] ..dove Description of Work: Utz4 t," Plan Review Contact Person: 'Titl ' Phone: Pax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Dame i})Cu'Ph one: Fax: Street: City, State Zip_-4.6" G $ State License Into.; (t ° Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail' Bonding Company: Mortgage Lender: Address: Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. F BC' 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 pert -nit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name 1Y Date 3ig a ore cif on tor/Agent Data signature of Notary-Statc of Florida Date Owner/Agent is — Personally Known to Me or Produced ID _ Type of ID Print Contractor/Agent's Name J FERo4: Signatrrepf Notary -state of f orida Date M'Slo" cz - t-0 A, FF 120$55 Contractor/ Agent is Personally Kn6 Produced ID Type of ID V'o w0 1' Permits Required: Building[] Electrical[] Mechanical El PlumbingEl Gas[] RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - 4 of Amps E- 0=0 APPROVALS: ZONING: ENGINEERING: of Heads UTILITIES:. FIRE: mr1a3mm Plumbing - # of Fixtures, Fire Alarm Permit: Yes] NoE] WASTE WATER: FaMMIUM Revised: Rate 30, 2015 Permit Application Revision 11 City of Sanford Response to Comments 0 Building & Fire Prevention Division4rrPh: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: Contact: -A VI-9- ry-y-1Srie- Ph: Fax: Email: 'S4tz-C C) Trades encompassed in revision: Building El Plumbing 11 Electrical 11 Mechanical El Life Safety 0 Waste Water Department 0 Utilities F1 Waste Water 0 Planning 0 Engineering 0 Fire Prevention 0 Building General description of revision: ROUTING INFORMATION Approvals L UNIVERSAL ENGINEERING SCIENCES tonsultants In C-semechnical Enoneefing - Environmental Sciemvs Geophysical Services - Consumlion Mat Testing - Threshold Inspection Buikiinq Inspection - Plan Review - Building Code Admintsuation 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 F: 407.423.3106 UESProjectNo: 01101700817,0000 Workorder No: 9379472-2 Report Date: 5/23/2018 A — In -Place Density Test Repo A, Park Square HomesClient: 5200 Vineland Road, Suite 200 LIES Technician: Alberto Aguirre Orlando, FL 32811 Date Tested: 05/23/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: Lot 27 3866 Saltmarsh Loop Material: Native Reference Datum: 0 = Bottom of Footing Type of Test. Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density Pcf) Dptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Native Depth inch) Pass or Fail 6 North Footing 0-1 ft 106.8 10.6 1067 13A 100 N/A Pas: 7 West Footing 0-1 ft 106.8 10.6 107.2 11.9 100 N/A Pas: 8 South Footing 1-2 ft 106.8 10,6 105.9 12.1 99 N/A Pas: 9 Southeast Corner Of Pad (TOF) 1-2 ft 106.8 10.6 105.3 11"1 99 N/A Pas: 10 Northwest Corner Of Pad (TOF) 2-3 ft 106.8 10.6 102.9 9.9 96 N/A Pas: Remarks: (TOF)=TOP OF FILL r- , --f—I f- t 1-4'-11< #h- 0"i'1;- —4 --h— o11 -- or --4,, of --,U—fn —4 DESCRIPTION AS FURNISHED, Lot 27, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Hoines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America 6RzS!S,0,v w'4I' NUS 710eU09 E`ISZI-111 LOT 27 47 73' 25,54' fiOF FORUBCMD CD FOUNDA77 N TOF-TOP OF FORM n IFORM AVERAGE CV LOT 28 LOT 26 0 CV 9.86 14.61' 25 277` 2& 3 7' L4U - 10' UTIL ESA4 0 0-04*55'33" R-75 00 L-6.45 D-1 733'40 P, C, R- 75. 00 L-22, 99 C-1W. 90 CB-S 14'01'32" E 0. SEFRACKS AS FURNISHED FRONT - 2.7'(") REAR 20 SALT MARSH LOOP FIDE 5' (40' LOT) PRIVATE ROAD (50' R/W) 7 5' (60 LOT) TO, (75' Lon SIDE STREET - 25• (60' & 75' LOT) 15' (40' LOT) 25 , FRONT SETBACK CAN BE REDUCED To 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20, AND A MINIMUM PLOT PLAN AREA CALCULATIONS Of (2) IN SUCCESSION AT 25' TOTAL LOT AREA 9,824 TSQUARE T FROPOSED - FINSHED SPOT GRADE ELEVATIONS FLAEWORK ON/OFF LOT - TOTAL I SQUARE FEET FLATWORK fP DRAINAGE PLANS DRIVE 4101 100- 5IQ " SQUARE FEET FOUNDATIONIPAD 1,740 1 SQUARE FELT PROPOSED DRAiNACE FLOW WALKS 401 111- 151 1 SQUARE FEET REAR PATIO 103 ± SQUARE FEET LOT GRADING TYPE A FRONT PORCH DECK 72 1 SQUARE TF E F 7, 448/ 124 - 7,472 t SQUARE FEET rRCPOSFD F.F.SOD PER PLANS - 30,3' POOL DECK NIA SQuAPE FEET JE FRONT NOSJDf:WAU( AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CUENF NOT FIOD TEO CR SCO 77 & ASSOC, INC.- 1AMD SUR VTJVR`, LINO ONLJ5400 E COLONIAL DR. ORLANDO. FL. 32807 (407)-277-,32,32 FAX (407) - 658- 14,55 Hil • TT - NOTM ITW uTemsiavo O HEREBY aRnr,, rwr Twos suRYry man Tsc sTMlQAROs Or DwAct S" PDNNI BY THE iTONKA KDARO OF 11 • C, TI -KTTT .1), WT 1RET' T. -L0 15% - NO -RMill PROMSO SURWYORS AND MAPPERS IN CHARTER 5J-17 FLORIDAAaWNjSTR4R& isqr M SO Ds 472, 21. LT DR'N S TA ws 2 O'"IS SST "" SU"f"N'S AND D"D"A` NAIED `WjK. IWiS SURKY NAP OR — ARE NOT - 1 .1 K= VITPONT PWNi DP8E611s11 NG CALL r CALCULATED J. TN S WAS RREPARM ORS' NON` 'O"ISR&O TO THE SORWYON WERE .1 RE OTHER Rt1-`1 ITT, T NT RE- — N NO N"SWi0iRCROU+up-' 'N" 'WPM" NA, T- v .4, 1 DIMMIND SETBACK LINE- RPS S 6 PREPARED FOR MMOF E E 8ENOTL rMSr CUTI70VO TOMO5-MIT NOT &C Ril" UPON W ANY INER TIKTY N- VaT Btt = K.- ISHT -MN' HE BEARING HL1N1 S -- — MR THE L `ON 0' A~" MES HEREON SHOULD NO, K USE) TO 11-- -DART IIIE-1 7 INWUN5S, ARE BASED ASSUME) OANM AND ON THE LM'E SHOWN AS SAFE BEARING fa a.? S. EUITATEMKANS, 11 SHOWN, me NAOONAI GODVE71C VERTICAL Hin, WL oiscl.K NOTED.i, 1-N 11 IT- I-LROF AVIHO114- Na- 4591 I D T1 " C TIT 1-11NE er PIN, DT' 1PU., IT , ., GERTIPIED BY.- sA111 1 L KHT PLOT PLAN 02-23- 016 1097- is A rORMBOARD FOUNI)4TIONIELEVS. 05-16-18 3077 18 ORUSE. THIS BUILDING\PROPERN DOES NOT UE WITHIN THE ESTABLISHEDTOOYEARROODPLANEASPER 'FIRM' TOM 4( 4714 ZONE 1. MAP # Q117COOINDF (09-28-07) 1-,E . 1- 4801