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2650 Flicker Cv- 18-1856 NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000410 BUILDING PERMIT NUMBER: 1.8-10000410 DATE: April 30, 2018 UNIT ADDRESS: FLICKER COVE 2650 17-20-31-502-0000-1240 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP* RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK S UARE ENTERPRISES ADDRESS: 5200 MELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2650 FLICKER COVE / WYNDHAM PRESERVE SFR I ----------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyHousing 705.00 1.000 dwl unit 705,00 ROADS -COLLECTORS Nl, Single Housing .00 1.000 dwl unit 00 FIRE RESCUEUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housin 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 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALEPEISSUANCEOFABUILDINGIT. 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 R UEST 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; 40'7-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 P PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF S,;NFORD FLORIDA latuilding & Fire Prevention Division P.O. Box 1788 Sanford, FL 32772-1788 CERTIFICATE OF OCCUPANCY Issue Date Parcel Number Property Address Subdivision Name Legal Description Owner Contractor Application Number Description ol'Work Construction Type Occupancy Type Flood Zone Approved 19MMAIMIUM January 22, 2019 17-20-3 1-502-0000-1240 2650 FLICKER CV SANFORD, 1-1, 32773 PARK SQUARE HOMES PARK SQUARE HOMES BR18-001856 BLDG PERMIT -NEW CONST/ALTER BUILDING OFFICIAL X VOID (INLESS SIGNED BY THE B UILDLVG CIF FICIA L In accordance with this Certificate of Occupancy, all inspections for compliance with the 5t" Edition Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida Statute 489.103, refer to the state statute regarding limitations on renting, lease or sale of this property. 1.ial- z - li:- !T 1%, 011 I 'H, Jll, 1lill(J -L U NI Parcel ID Number: 17-20-31-502-0000- Prepared By Daphne Clark Ct EM "S t 20131-163017 J and Park Square Homes -i' Return To: 5200 Vineland Road, Suite 200 Orlando, F1 32811 13y tstoitl-) NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number: A:::J Z The undersignedhereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I Description of Property: LOTL&I Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of Seminole County, Florida. w ,-Z4 4'"' et, Address : ", Sanford FI32773 1 General Description of Improvements. New Single Family Home 3. Owner Information Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address : Name Address Telephone 6. Surety: N. A. 7. Lender: Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 N.A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr, MD: IMOC3J Cincinnati, OH45227 B. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713. 13(l)(a)7., Florida Statutes: N.A In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713. 13(l)(b), Florida Statutes. N. A. 10, Expiration date of notice of commencement: One year from the date of recording, 11. Date Signed ASignature of Owner' s Agent: v Vishaal Gupta ExecutiveVice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID, Notary Public41 Daphne Clark tokk My commission expires: 6/ 27/19 Serial No. FF209108 Notary Signature: Notary seih._ A 112 CITY OF SBuilding & Fire Prevention Division jkNFORD' IT. PP1,ICA TION tp, Application No: _j_ Documented Construction Value: S 2 9-1 L4 7- 62 Job Address: Historic District: Yes[] Noz Parcel ID: 17-20-31-502-0000- 0 Residentialz Commercial 71 Type of Work: NewYj Addition[] Alteration 11 Repair 11 Demo 11 Change of Use 11 MoveH Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LET Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Fax: State License No.: CRC1 330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Add ress: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY 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 YOtJR 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 con- irnenced prior to the issuance of a pert -nit 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: 6"' Edition (2017) Florida Building Code Revised January 1, 2018 Pennit 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 ofthe property of the requirements oft'lorida Lien Law, FS 711, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal, The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance, Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. VISHAAL S GUJIPT Print 0\vnerAgent's Nan Signature of Not, c of Florida Date to gitooffi Owner/Aersonally Known to Me or Produced Ir Type of ID spatmc ( fl`Cont nwlonAg,nt to VISI-- IAAI. S GURTA Print Contractor/,A eb,Av,.- file Signatures tate of Florida Date 6A A I Contra gent is )J--S Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [2 Electrical 2' Mechanical [g Plumbing Q GasE] Roof E] Construction Type: v6 Occupancy Use: Z5; Flood Zone: Total Sq Ft of Bldg:Z3Z,in. Occupancy Load: k of Stories: New Construction: Electric - # of Amps k 15o Plumbing - # of Fixtures —iQ10-1— Fire Sprinkler Permit: YesE] No [2 # of Heads I APPROVALS: ZONING: UTILITIES: ENGINEEERING: 1/'A,-Xr-- ,,— 5,Q' -IR TIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. GAL, Y-1 c'x Fire Alarm Permit: Yes [] NoQ WASTE WATER: BUILDING: 5F 7-?,-IZ Rcv ised Januar\, 1, 2018 Permit Application CITY OF kNFOAlt, D FIRE DEPARTMENT Application No: Documented Construction Value: $ ft7/ do Job Address: Historic District: Yes[] No Z Parcel ID: 17-20-31-502-0000- 40 Residential Commercialo Type of Work: NeW10 AdditionEl Alteration F—]RepairF—]Demo 0 Change of Use Move 0 Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT#,—/ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 I= State License No.: CRC1330351 Arch itect/E ng I neer Information Name: Phone: Street:- Fax: — City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A 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 COMMEIL' CEME,VT. 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Pemift Application 810Z'l fuvnuq:PDSlAa-d NH,LVAk HLSVM 4 :S:-IlLlllLfl SINHWWOD 0NIUM-MIDN3, DNINOZ :SrtVAO'dddV 0 ON [] so'k MIL'IV 0.11,4 SPLIOHJO # 0 ON [] SOA :ijw,gad iapjupdS aai j saanixiA jo # - Wiqmnij -sdmVjo # - appal j :uojjanjjsuoD m;)N Sapols jo tf :puorl Sauudnaao -uiW tpjujo Ij bS jujot swalwUMM asfl Saundnaao AXI uoijanjIsuoD jooN []spg []Ouiqwnld E] IMMWOW F] luomooig [] iiuippng :putubaH sllwaad ArINO JSfl 131AA0 HOA Sl MOTIff Clljo,adX,L —V/—MCllpoonpO-ld 10 DIN of UMou-x Xiluu0sjod -S--TA— ST jljD Ykq3L'jjuoD UPPOIAjolalul am D V/JMaMIU0D ImId7:: MflDS'IVVHSIA CII jo *dXL I poonpOld 10 OW ol UMOU)i XIIUUOSJD Vpoumo 3p!lolj jo a - IoNjo ainluuSiS ON S,ma0V/,I0UANO JmJj ldflD S'IVVHSIA A waVV/jjump jo ajnjuu iS Iluluoz pun uoijani1suoa 2uijujn2aj smul alquailddu 11u, qj!At;aauuijdMo3 ul auop aq ll! m)i-ioAv 11u luql puu ajunmu si Uotiumaojut -3uio2;moj aqj jo llu juql SPI-l" I :-,LIAV(tlAAV S,HHMM0 ponsst si 1!wlod oql uotim so;)j 1!uuDd inof of pailddu aq Ipm I!pDjo lanIVA uoilant .lsuoo Ivniou at{; paooxo iowwoo pDlnooxD atiljjo pain so?juqo p3julnoluo pinoqS -oou-cuipio leool qj!M 0oul3ploon, ui 'ponssi st I!Lwod oqi owil aqj pe looga ui olqpl uoijunIVA DDI juanno oqj uo pz)suq pajn!j aq ll!M onlUA uoilonjisuoo pemou oql luji!ujqns jo owil aq; ju qOf 341 Jo onileA UOTIDIIJISU03 pol-amiso olqi pajap!suoo oq Ipm put;a juqo MOIAW weld uolulnoluo ol japio ut pol!nba, i si lo'eiluoo palwaxa ailljo Moo v:jL-p!uiqns I!umod-jo DWII 0qj Ile OOJ MOTAW urld Ljo juDwXu'd saiinboi pjojuuSjoXj!D aq* C IL SA'ANU-1 U31-1 13p!jolq jo sjuowojinbojaqjjo fqjodoid xjjjo numo oqj Sj!iou Ipm I juqj uoijuogym si liujjodjo aou-ejdaoDV Sojouo&' jujapaj Jo 'Salouo& aluls 'Sloillsip JU3LU02-euuw jaium su qons sailpo JUJUDMUlDA02 10410 MOIj pajinboi sl!wiod juuoii!ppv oq X-au ojoql puts `Xiunoo'sill; jo spl000i oilqnd oqj ui punoj aq Sum juill fqjodoid siql ol Dlquoi 'Iddu suoijoulsoi luuoil!ppu oq Xuw ajoqi ')!uijod siql jo sluouiaiinb aj oto ol 1101 Mppu Ul :JDIILON City of Sanford Planning and Development Services Engineering — Floodplain Managemerk.V CITY OF S NFORD PLANNING & DIVELOPIVENT0SERVICE4DEPARTMENI Utilization Permit 300 North Park Avenue Sanford Florida 32771 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part ofthis permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: E:] Aerial installation Directional Bore lack & Bore ElUnderground Utilities Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location F j New pole Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: 0 Emergency Repairs - Reason: Excavation Information: TotalLength(Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submitted Signature: Print Name: VISHAAL S GUPTA v. Firm/Company: VISHAAL GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd,, STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: it is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the perni tee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said pernittee of the aforesaid rights and privileges, 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 arid/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is complete he following email address: I have read and and JM above statement and by signing this application I agree to its terms, I- th Signature: Date- Public Works Utilities Engineering Inspected By: Conditions*: MM Date: Date: Date: 4--50 Date: DATE: / j I HEREBY NAME AND APPOINT: A— c EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT PARCEL ID: 1) 'M , AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT, SIGNATURE OF CdNTRACTdR. STATE CERT, # CRC1330351 acknowledgedTheforegoinginstrument 4was a before me this DATE: BY: VISH L S UPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: D.A,Clark My Commission # FF209108 My Commission Expires 6/27119 NOTARY: SIGNAT OF NOTARY: SCPA Parcel View: 17-20-3 1-502-0000-1240 http://'pai-celdetail.scpafl.org,/Pai-ceit)etaillnfo,aspx'?P[D----i 7203 1 5020_ Rrqq_e_rW_Resorq Carol4A Parcel: 17-20-31-502-0000-1240 o' Property Address: 2650 FLICKER CV SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-1240 2018 Working 2017 Certified Owner BRISSON INV LLC Values Values Valuation Method Cost/Market Cost/Market Property Address 2650 FLICKER CV SANFORD, FL 32773 Number of Buildings 0 0 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Depreciated Bldg Value Subdivision Name WYNDHAM PRESERVE Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) 45,000 14,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Just/Market Value 45,000 14,000 Portability Adj 40 40 40 40 40 40 Save Our Homes Adj 0 0 Amendment 1 Adjj 0 0 P&G Adj 0 0 127 126 I 125 1 4 123 122 12 1 Assessed Value 45,000 14,000 X N) N) 41 N) N) X N) N) Tax Amount without SOH $266.00 2017 Tax ,BSI! AmipttiM $266.00 CD Tax Estimator CD 00 Save Our Homes Savings: $0,00 40,46 40 40 40 40 40 40 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description LOT 124 VVYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 45,000 0 45,000 Schools 45,000 0 45,000 City Sanford 45,000 0 45,000 SJWM(Saint Johns Water Management) 45,000 0 45,000 County Bonds 45,000 0 45,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $45,000,00 Building Information Permits Permit # Description Agency Amount CO Date Permit Date I ol'2 3/28/2018, 7:03 PM IVEW14 "1 a MCA w 1, tomy I X BuILDING PERMIT Min Max 10 10 Permit 9 Inspection DescriRtion Fonn board / Foundation Survey Slab / Mono Slab Lrepour 20 Lintel / Tie Beam / Fill / Down Cell 30 30 40 Sheathing - Walls Sheathing - Roof Roof 2g In Frame 60 Insulation Rough In 70 40 70- Drywall / Sheetrock Lath ILspection. 50 1000 Final Roof 50 1000 Final Stucco LSiding 80 —70-00 Insulation Final 1000 Final Single Family Residence 0151M FORM R405-2017 FLORIDAICONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 124 Sundance A LNG Loft - S Builder Name: Street: 2650 Flicker Cove Permit Office: City of Sanford f$ N City, State, Zip: Sanford FL Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:. Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2335.7 soft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1197.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 882.00 W 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256-67 ft2 4. Number of Bedrooms 3 d. N,!A R= ft2 10. Ceiling Types (1055.0 soft.) Insulation Area 5. is this a worst case? No a. Under Attic (Vented) R=30.0 1055.00 W 6. Conditioned floor area above grade (W) 17:30 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N?A Rft2 11. Ducts R ft2 7. Windows(181.0 soft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346.6 a. U-Factor: Dbl, U=0.55 105.00 ft2 SHGC: SHGC=0.22 b. U-Factor. Dbl, U=0.58 64.00 112 12. Cooling systerns kBtuihr Efficiency SHGC; SHGC=0.25 a. Central Unit 34.8 SEER:16,00 c. U-Factor. Dbl, U=Q 54 12.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtuthr Efficiency d. U-Factor: N/A tt2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0,233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1733.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 759.00 ft2 h. Conservation features b. Floor Over Other Space R=0.0 678.00 IV None c. other (see details) R= 296.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.105 Total Proposed Modified Loads: 53.29 PASS TotalBaselineLoads: 55.95 1 hereby certify that the plans and specifications covered by Review of the plans and "Cft S7 this calculation are in compliance with the Figicla Energy igitally signe by Michael specifications covered by this 'V et e Code. Michael Conway cate: zo7s.o4os r3:4o:07 calculation indicates compliance with the Florida Energy Code. CoriWa000PREPAREDBY: Before construction is completed DATE: _ this building will be inspected for,, compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. - a with the Florida Energy Code.t? 1 OWNER/ AGENT BUILDING OFFICIAL: DATE: DATE: ')-,<t Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. 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 no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSItRESNETlICC 380, is not greater than 0.030 On for whole house. 4f5f2018 1:32 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 124 Sundance A LNG Loft Bedrooms: 3 Address Type: Lot Information IBuildingType: User Conditioned Area: 1730 Lot # 124 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 90 Street: 2650 Flicker Cove 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% 2.51a Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocki 1730 15796.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 756 7030.8 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 974 8766 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R Value Area Joisi R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 107 ft2 11 0.29 0 0,71 2 Floor over Garage 2nd Floor ---- ---- 189 It, 11 0 0 1 3 Slab -On -Grade Edge InSUlatio 1st Floor 94.5 It 0 759 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 678 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Ernitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1180 ft2 0 IF Dark 0.9 N 0.9 No 0 26.6 ATTIC RBS IRCCIfTypeVentilationVentRatioUin) Area I Full attic Vented 300 1055 ft2 N N 4/5/2018 1:32 PM EnergyGauge(g) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Iris Type Area Framing Frac Truss Type 1 Under Attic Vented) 1st Floor 30 Blown 1055 ft2 0.1 Wood WALLS f Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type _.. Space R-Value Ft In Ft In Area R-Vatue Fraction Absor. Grade% 1 N=>E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 2 N=>E Exterior Concrete Block - Int Insul 1 at Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0 3 E=>S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0,8 0 4 E=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 0 9 4 84.0 ft2 0 0 0.8 0 5 S=>W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 6 S=>W Exterior Concrete Block - Int Insul tat Floor 4.1 24 6 9 4 228.7 ft2 0 0 0.8 0 7 W=>N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 W=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 NE Garage Frame - Wood 1 st Floor 11 27 6 9 4 256.7 ft2 0 0.25 0.8 0 DOOR Ornt Door Type Space Starms U-Value Width Height Area Ft In Fi En 1 E=>S Insulated 1st Floor None 4 3 8 24 ft2 2 -->NE Wood 1st Floor None 46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation (_>) chan ed to As Built rotated 90 degrees). Wall Overhang j Ornt ID Frame Panes NFRC U-Factor SNGC It -Tip Area Depth Separation Int Shade Screening 1 n=>E 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 If 0 in Drapes/blinds None 2 n=>E 2 Metal Low-E Double Yes 0.54 025 N 4.0 ft2 1 ft 0 in 12 If 0 in Drapestblinds None 3 e=>S 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 If 0 in Drapes/blinds None 4 s=>W 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 5 s=>W 5 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None 6 w=>N 7 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 It 0 in Drapestblinds None 7 w=>N 8 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None 8 W=>N 8 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 8 ft 0 in 1 ft 0 in None None GARAGE FEoar Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 439 ft2 439 ft2 64 ft 9.3 ft 1 4/51/2018 1:32 PM EnergyGauge(tf) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 NI Scope Method SLA CFM 50 FLA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 1843 101.18 190.28 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump! Split HSPF.9 33 kBtulhr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit" Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Cornpany Name System Model # Collector Model # Area Volume FEE None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # f # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN FILE Heat Cool 1 Attic 6 346.6 ft Attic 86.65 ft Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolie Jan Feb Mar Apr Ma X] Jun X Ju3 X Au X Se Oct Nov Dec Heating Jan Feb MarN Apr May Jun JulAuSepp OctX Nov X Dec Ventin Jan Feb Mar Apr May Jun Jul Aug jjj Se X] Oct X Nov Dec 4t5,'2018 1:32 PM EnergyGauge rt USA - AaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (W D) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (W D) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 4751/2018 1:32 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 ADDRESS: 2650 Flicker Cove Permit Number: Sanford , FL , 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 ofcornponents 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. H402.4 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 Instal lation.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 test shall be signed by the party conducting the test and provided to the code official, Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 fight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tightfitting 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 Us/m2), when tested according to NFRG 400 or AAMA/ WDMA/CSA 101 11,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/5/2018 1:32 PM EnergyGauge,@ USA - HaRes2017 - FBC 6th Edition (2017) Coniplia Page I of 5 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 basernent wall R-value requirement. The door into the roorn 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R 1006 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 cfrn (0.944 Us) 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, 6*12- N 19 #4111 : V-1 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403,11 .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 ANSLIRESNET/1CC 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 (h, Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3, R403.3.2.1 Sealed air handier. 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 handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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, 93MEM 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 105°F (4 1 C) or below 55°F (I 3'C) shall be insulated to a minimum of R-3. R403.4,11 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. 12 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, R4015A .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. 41/5/2018 1:32 PM EnergyGauge@ USA - FlaRes2017 - FBG 6th Edition (2017) Cornplian 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 '/z inches (89 MITI) 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 OWE to 140°F (38°C to 60'C). 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'FM-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. I The design air change per hour Minin'lUrns 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, crawlspaces, 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-10 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 MINIMUM EFFICACY aAIRFLOW RATE MAXIMLJIV CFM) CFM/WATT) (GEM) Range hoods Any 2.8 cfni/watt Any In -line fan Any 2.8 cfrn/watt Any Bathroorn, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfrn/watt Any R4017A .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 CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb 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 rnay be sized in accordance with good design practice. R403,7,1,2 Heating equipment capacity. R403.7,1121 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403,71, 1, and the heat pump total cooling capacity shall not be more than 115 times greater than the design cooling load even it the design heating load is 1.15 times greater than the design cooling load. R4017A .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 . 1`140171 .3 Extra capacity required for special occasions. Residences requiring excess cooling or treating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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). R403A 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 rum) 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. 41/5/2018 1:32 PM EnergyGaUgeO USA - FlaRes2017 - FBC 6th Edition (2017) Cornelia Page 4 of 5 R403,10.5 Heat pump pool heaters, Heat purnp pool heaters shall have a rninirriurn 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 treat pumps are not required to meet this standard. R403.1 1 Portable spas (Mandator)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14, 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. 4/5/2018 1:32 I'M EnergyGaugeOl USA - FlaRes2017 - FBG 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area d12 7. Windows*' Description a. U- Factor: Dbl, U=0,55 SHGC: SHGC=0.22 b. U-Factor: Del, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, M.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 2650 Flicker Cove, Sanford, FL, Now (From Plans) 9, Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Instil, Exterior c. Frame - Wood, Adjacent 3 d, N/A 10. Ceiling Types No a. Under Attic (Vented) 1730 b. NI/A c. N/A Area 11, Ducts 105.00 ft2 a. Sup: Attic, net: Attic, AH: 2nd Floor 64.00 ft2 12. Cooling systems 12.00 ft? a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=O.O b. Floor Over Other Space R=O.O c. other (see details) rt= ft2 13. Heating systems a. Electric Heat Pump 3.475 ft. 0,233 Area 14. Hot water systems 759.00 ft2 a. Electric 678,00 ft2 b, Conservation features 296.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed 11 A 0 A 1 ; Insulation Area R=1 1,0 1197,00 ft' R=4.1 882,00 W R=1 1,0 256,67 W R= fV1 Insulation Area R=30,0 1055.00 ft2 R= 112 R=- W, R ft2 6 346.6 kBto/hr Efficiency 34.8 SEER:16.00 kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0,9 M 0, E Z,- basedUri 11,30 E; U UUU111P Builder Signature: Date'. jj Address of New Home City/FL Zip: 3212)-3 Note: This is not a Building Energy Rating. It y0l-jr Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGaUge tech support at techsLipport@energygauge.com or see the EnergyGauge web site at ener-gygauge,com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1,3 of the Florida Building Code, Energy Conservation, if not DEFAULT, 4/5/2018 1:32 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 wrightsoft, Piroject Summary Entire House One Stop Cooling and Heating, 7225 Sandscove Coul, Witter Park, FL 32792 Plune, (407} 629 6920 Fax (407) 629 - 9307 Web. www0ruStopCoolirg corn License CAC032444 For: Park Square Homes 2650 Flicker Cove, Sanford, FL am Job: Lot 124 Sundance A LHG L.. Date: 04/05/2018 By: LF/R1/MC/AT/MC W, Mr, INE ff, 2 11 11 , " h \, gg 11111 g17 R Or, 0 N, V ne ,trLm, I'I71,11,77, 0 1 EMS Winter Design Conditions Outside db 42 IF Inside db 68 IF Design TD 26 IF Heating Summary Structure 17390 Btuh Ducts 2364 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19753 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 WAreaff) Volume (113) 16368 16368 Air chanyst'hour 0.50 026 Equiv. A , F (cfm) 136 71 Heating Equipment Summary Make Trane Trade TRANS Model 4TWR6036H1 AHRI ref 7562981 Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gn`Ib IZZIMM =4111123B=3+ Structure 17990 Btuh Ducts 6764 Btuh Central vent (0 Orm 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swinq multiplier 0.97 Equiprnenl sensible load 24110 Btuh 33M3K=, Structure 3142 Btuh Ducts 1381 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4523 Btuh Equipment Total Load (Sen+Lat) 28633 Btuh Req. total capacity at 0.75 SHR 2.7 ton Make Trane Trade TRANS Cond 4TWR6036H1 Coil TEM6A0C36H31 +i-TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 113.0 EER, 16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 IF Calculations approved byACCAto meet all requirements of Manual J8thEd. Rigil-Suite(RiUriversal 2018 18 0 11 RIW25029 2018 Apr 05 13 32,30 Page 1 HGI-oft Slot 124SLnJartrv.AL-HGLoft- SrLT) Cale - UM HOLsefaces S rightsoW Right-M Worksheet Job: Lot 124 Sunclance A LIFIG Loft - S Entire House Date: 04/05/2018 By: LFRINCAT/M One Stop Cooling and Heating 7225 Sandscove Court, W inter Park, FL 32792 PI -one (407) 629 - 6920 Fax (407) 629 9307 Web wwwOreStopCoolit-tri coto I terse: CAC032444 1 Room name Entire House FOY 2 Exposed wall 227,5 ft I'M It 3 Room height 9,1 fl d 93 It beaV000l 4 Room dimensions 55 x 16,5 It 5 Room area 1793,8 ff 90.8 ft' Ty Constriction U-value or HTM Area w) Load Area fwF) Load number (BtuftIt2-IF) (Bturff) or perimeter fl) Bluff) or perimeter tt) Btur)) Heat Cool Gross NETS Heat Cool Gross N/RIS Heat Cool 6 12B-0sN 0,097 n 253 2.82 329 325 822 914 0 0 0 0 485-2fm 0540 n 14.09 13,67 4 0 56 55 0 0 0 0 13A-4o(s LA43 n 3,73 2,90t__G 288 284 1061 823 0 0 0 0 4B5-2fio R540 n 14,09 13,67 4 0 56 55 0 0 0 0 11 Y 12B-Osw 0.097 a 2.53 2,82 270 240 608 676 0 0 0 0 4A5-tom 0.550 e 14.35 27,44 30 0 431 823 0 0 0 0 13A-flocs 0.143 a 373 2,90Vr—D 84 60 223 173 47 23 84 65 1 1DO 0.390 e 10,18 12,27 24 24 244 294 24 24 244 294 12B-0sw 0,097 s 2,53 2.82 329 310 784 872 0 0 0 0 4A5-2om 0,550 s 14.35 13.54 15 13 215 203 0 0 0 0 4B5-2frn 0540 s 14,09 13.67 4 4 56 55 0 D 0 0 w 13A-4ocs 0143 s 3,73 2.90 228 228 850 660 0 0 0 0 12R-0sw 0.097 w 2.53 2.82 270 240 608 676 0 0 0 0 4A5-2om 0.550 w 14,35 27.44 30 0 4,31 823 0 0 0 0 13A-4ocs 0,143 w 3,73 2,90 279 185 690 536 0 0 0 0 4A5-tom 0,550 w 14.35 27,44 30 0 431 823 0 0 0 0 4A5 2omd 0.580 w 15,14 21,44 64 45 969 1372 0 0 0 0 12C-0Sw 0,091 - 2,38 1,51I— 256 234 57 353 33 33 77 49 D 1 1DO 0.3qO n 10.18 12.27 21 21 217 262 0 0 0 0 c 16B 30ad 0,032 0,84 116 1046 1046 873 1838 0 0 0 0 F 19A-Obscp 0,295 2,89 2.04 108 106 312 220 0 0 0 0 F lgc-lgcsm 0,049 0,44 0.31 189 189 84 59 0 0 0 F 22A-tpm 1,180 30.80 0.00 748 95 2910 0 91 5 154 0 6 c) AED excursoi 1 1372 17 Envelope lossigain 13488 13939 560 392 12 a) Infiltration 3901 14301 87 32 b) Room ventilation 0 0 0 0 13 Internal gains 0(rjpants @ 230 4 920 0 0 Appliances,bther 1700 0 Subtotal (lines 6 to 13) 17390 17990 647 424 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redishibution 0 0 647 424 14 Subtotal 17390 17990 0 0 15 Dud loads 14%1 38%1 2364 6764 14% 43% 0 0 Total room load 7531975'3 24754 0 0 Air required (c[m) 1 1160 0 0 Calculations th Ed H_ 201 B-Apr-05 13 32,30 Rigint-SrAeO Udversal 201818 0,11 RSU25029 Page I FIG Loft - S'Lot 124 Su-clarce A LHG Loft- S rrp Cale, ., lWB House faces: S wrfight soft, Right-JO Worksheet Job: Lot 124 Sunda nce A LH G Loft - S Entire House Date: 04/05/2018 By: 11-FRUIVICAT/MiC One Stop Cooling and Heating 7225 SWKISCOVO COLO Winter Park, FL 32792 111-cir, (407) 629 6920 Fax (407) 629 9307 Web www0ireSropCooIirq Corn UI)Orre, CAC032444 I Room name OATH SIRI 2 Ey4x),,;(,d wall 37D 0 225 0 3 Room height 9.3 ft heaVd)ol 9.3 ft heaVowl 4 Room dimensions ID x 2313 ft 4.0 X 18,5 ft 5 Room area 231,3 ft" 74.0 ft2 Ty Construction U value Or HTM Area (ft') Load Area (W) Load number ( BtLhV-T) (Btuli,11) or perimeter 0) 13tuh) or perimeter 11) Bbih) Heat Cool Grass N/P/S Heat Cool Gross NP/S Heat Cool 6 12B-Osw 0,097 n 2,53 2.82 0 0 0 0 0 0 0 0 4B5- 2.ftn 0,540 n 14.09 13.67 0 0 0 0 0 0 0 0 W 13A-4o(-- 0143 n 373 2,90 116 116 434 337 172 168 627 487 L—, G 4B5-2.6m 0540 t 1 14,09 13,67 0 0 0 0 4 0 56 55 11 w 12B-Osw 0,097 a 2,53 2A2 1-- G 0 0 0 0 0 0 0 0 4A5- 2om 0,550 e 1435 27,44 0 0 0 0 0 0 0 0 W 13A-floes 0143 e 3,73 2.90 0 0 0 0 37 37 139 108 L— D 11DO 0,390 e 1018 1227 0 0 0 0 0 0 0 0 12B- Osw 0.097 a 253 2.82 0 0 0 0 0 0 0 0 2 4A5r-tom OMO s 14.35 13.54 T--G 0 0 0 0 0 0 0 0 4115 Alm 0,540 s 14.09 13.67 0 0 0 0 0 0 0 0 W 13A 4ocs 0,143 a 3,73 2.90 74 74 278 215 0 0 0 0 W12B, 0svv 0.097 w 2,53 2,82 0 0 0 0 0 0 0 0 r----G 4M-2.. OMO w 1435 27,44 0 0 0 0 0 0 0 0 VL13A-40CS 0143 w 3,73 2,90 153 123 461 357 0 0 0 0 4A5-tom 0550 w 1435 2744 30 0 431 823 0 0 0 0 G 4A5 2ornd 0580 w 15,14 2144 0 0 0 0 0 0 0 0 P 12C Osw R091 - 2.38 151 0 0 0 0 0 0 0 L—D I1D0 0.390 n 1018 12,27 0 0 0 0 0 0 0 0 0 16B- 30ad 0,032 0.84 1,76 0 0 0 0 0 0 0 0 F 19A- 0bap 0,295 2,89 2.04 0 0 0 0 0 0 0 0 F I 9C - 1 qc-,m 0.049 044 031 0 0 0 0 0 0 0 0 F 22A- tprn 1,180 30.80 0.00 231 37 1140 0 74 23 693 0 6 c) AED exo-itsion 270 30 Enw.lope loss/gain 2742 2003 1515 619 12 a) Infiltration 647 237 393 144 b) Room ventilation 0 0 0 0 13 Internal gains: OmipanLs ta 230 0 0 0 0 Applianoosether 0 0 Subtotal (I ines 6 to 13) 3389 2240 1909 763 external load 0 0 Lostransfer 0 0 0 0 RpdsAflbufion 2096 886 9O9 763 14 Subtotal 54&5 31 - 0 0 15 Did loads 14%1 43%1 772 1352 111/1 431X 0 0 Total room load 6257 4478 0 0 Air required ( chn) 0 210 0 0 Calc 8th Ed 2018-Apr- 05 13,32.30 Rigil Siite Uovxwsal 2018 18,0 11 RSU25029 Paget R-I' Loft-SkLot 124S=IanceAI-HGl oft Sft Cale -918 Flotrpfaces S wrightsoft, Right-JO Workshe et Job: Lot 124 Sundance A LHG Loft - S Entire House Data: 04/05/2018 By: LF/RI/MC/AT/MC One Stop Cooling and Heating 7225 SardsoDve Corot. Willer Park. FL 32792 Ploore (407) 629 6920 Fax (407) 629 9307 Web wwwOneStopCooling can Loarse CAG032444 I Room name KFF DIN 2 Exposed wall 0 ft 26.5 if 3 Room height 9,3 if healrbool 9,3 tt hoat/000l 4 Room dimensions 1'0 X 183A it 1.0 X 142.6 ft 5 Roomarea 183A W- 142,6 W Ty Consti uction U-value or HTM Area W) Load Area I it-) Load number (13tub/ fta,F) (BU-Mt2) or perimeter ft) BtUh) or perimeter it) Buh) Heat Cool Gross N,1P/S Heat Cool Gross N/PIS Heat Cool 6 yJ 12B-Osw 0.097 n 2.53 2,82 0 0 0 0 0 0 0 0 4B5-2m 0,540 n 14,09 13.67 0 0 0 0 0 0 0 0 w 13A- 40cs 0.143 n 3.73 2,90 0 0 0 0 0 0 0 0 L—G 4B,')- 2fm 0,540 n 14.09 13.67 0 0 0 0 0 0 0 I I w, 12B-Osw 0.097 e 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 14.35 27.44 0 0 0 0 0 0 0 0 13A-4ocs 0,143 e 373 2,90 0 0 0 0 0 0 0 0 D 11DO 0,390 e 10.18 1227 0 0 0 0 0 0 0 0 12B-Osw 0.097 s 2.53 2,82 0 0 0 0 0 0 0 0 4A5-2orn 0,550 s 14.35 13.54 0 0 0 0 0 0 0 0 4135-2fm 0,540 s 14.09 13.67 0 0 0 0 0 0 0 0 w 13A- 4ocs 0143 s 3.73 290 0 0 0 0 121 121 451 350 12B-Osw 0.097 w 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 14.35 2744 0 0 0 0 0 0 0 0 13A-4o(-,; 0143 w 3,73 2.90 0 0 0 0 126 62 230 178 4A5-torn 0.550 w 14.35 27.44 0 0 0 0 0 0 0 4A5-2omd 0,580 w 15,14 2144 0 0 0 0 64 45 969 1372 P 12C- Osw 0.091 - 2,38 1.51 191 169 402 255 0 0 0 0 L—D 11DO 0,390 n 1018 12,27 21 21 217 262 0 0 0 0 c 16B- 30ad 0032 0,84 1,76 0 0 0 0 0 0 0 0 F 19A- Obscp 0.295 2 89 2.04 0 0 0 0 0 0 0 0 F lgc- lg= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22Atpm 1,180 30.80 0.00 183 0 0 0 143 27 816 0 6 c) AED excursion 65 1076 Envelope loss/ gain 619 452 2466 2977 12 a) Infiltration 0 0 463 170 b) Room ventilation 0 0 0 0 13 Internal gains: Oca-jpants (-j) 230 0 0 0 0 Applianoes/olher 1200X 0 Subtotal (lines 6 to 13) 619 1652 2929 3147 Lessexternal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 460 301 0 0 14 Subtotal 1079 1953 2929 3147 15 Duct loads 141/,l 43" 152 845 1411 43%1 412 1361 Total room load 1231 2797 3341 4508 Air required ( chn) 0 131 0 211 Calcul th Ed. 14- 2018- Apr 05 13 32 30 Right SuteOPUrtveisal 2018 18 0 11 RSU25029 Page 3 HG Loft- S',Lol 124 SurdarvRAL-riG Loft- S run Calc-W8 House faces: S wrightsoft, Right-JO Worksheet Job: Lot 124 Sundance A LHG Loft - S Entire House Date: 04/05/2018 By: LFRUMCIAT/MC One Stop Cooling and Heating 7225 Sandscove Conn, Mier Park, FL 32792 Phone. (407) 629 6920 Fax (407) 629 9307 Web www0r,,-StopCooIirx,3 com Liceme, CAC032444 I Roorn name POW HUED 2 E4)oq9d wall 3.5 ft 27.0 It 3 Room height 9,3 It heaV000l 9.0 it heaV000l 4 Room dimensions 7,5 x 3.5 it 145 x 12.5 it 5 Roorn area 26,3 it' 181.3 ff Ty C0nqTUdj0n U vain', or LTTM Area (fm Load Area (1(22) Load number (BUI/ft, (Btul0r) or perimeter ft) Btuh) or perimeter ft) BUh) Heat Cool Gross NRS Heat Cool Gross N/P,,9 How cool 6 VL_G 12B-Osw 0.097 n 2.532.82 0 0 0 0 113 113 285 317 4B5-2fm 0,540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A 4ocs 0.143 n 3.73 2,90t-c-, 0 0 0 0 0 0 0 0 4B5-21on 0.540 n 14.09 13,67 0 0 0 0 0 0 0 0 1 Y 1213-0sw 0.097 e 2.53 2,82. 0 0 0 0 0 0 0 0 4A5-tom 0.550 e 14.35 27,44 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 e 313 2.90 0 0 0 0 0 0 0 0 D 11DO 0,390 e 1018 12.27 0 O 0 0 0 0 0 0 12B-Osw 0.097 s 2.53 2A2 0 0 0 0 0 0 0 0 4A5-tom R550 S 14.35 13.54 0 0 0 0 0 0 0 0 4B5-2ft-n 0,540 s 14.09 13.67 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 s 3,73 2.90 33 33 121 94 0 0 0 0 12 B, ORN 0,097 w 2.53 2.82Y--C, 0 0 0 0 131 101 2tA 283 4A5-tom 0.550 w 14.35 27,44 0 0 0 0 30 0 4,11 823 13A-40as 0,143 w 373 2,90 0 0 0 0 0 0 0 0 4A5-2ofo 0,550 w 14.35 2744 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0 R 12C-Osvv 0.091 2,38 1.51 33 33 77 49 0 0 0 0 L-D 11DO 0390 n 10.18 12-27 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0,84 1,76 0 0 0 0 181 181 151 319 F 19A-Obs(p 0.295 2B9 2.04 0 0 0 0 0 0 0 0 F igc-10,049 044 Ul 0 0 0 0 0 0 0 0 F 22.A-tpro 1180 30SO 0.00 26 4 108 0 0 0 0 0 6 c) AED exwrsion 6 255 Envelope lossqain 307 137 1121 1997 12 a) Infiltration 61 22 457 167 b) Roorn ventilation 0 0- 0 0 13 Internal gains: Occupant,@ 230 0 0 2 460 Appliamsother 0 0 Subtotal Oines 6 to 13) 368 159 1578 2625 Less, external load 0 0 0 0 Less transfer 0 0 0 Redistribution 0 0 273 249 14 Subtotal 368 159 1851 2874 15 DUCI loads 140%j 431 1 52 69 131% 33% 240 939 Total room load J420 22,8 2091 3813 Ali requited (c+n) 0 179 GaICLI th Ed. A- 2018 Apr 05 13 32 30 Riglot SuilWt Uriversal 2018 18 0 11 R,,U25029 Page'l, HG I ()it- SI,ot 124 SL#xiar)ceAt,,FAG [oft Stub Galc-NM FIOUSelaces S, right oft" Right-JO Worksheet Job: Lot 124 Sulodance A LHG Loft - S Entire House Date: 04/05/2018 By-, ER/RI/MC/AT/MC One Stop Cooling and Heating 7225 Sardscove Court ,Wroger Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 9307 Web wwwOt-eStopGoolirg.comt..icer6e CAC032444 1 Room name MVVIG 4f-01 2 Exposed wall 8.5 ft 11.0 ft 3 Room height 9D It heat/cool 9.0 It heat/000l 4 Room dimensions 1'0 x 54.8 ft 7.0 x 4,0 ft 5 Room area 54.8 IF 28.0 W Ty Construction U-value Or HTM Area (W) Load Area (tt-) Load number (BtuhAt2-"F) (13tuh4F) or perimeter ft) 13tuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S, Heat Cool 6 1213-0sN 0.097 n 2.53 2,82 0 0 0 0 0 0 0 0 L---G 4135-2[m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 w 13A-flocs 0143 n 3.73 2.90 0 0 0 0 0 0 0 0 1--G 4135-2fin 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 11 12B-Osw 0.097 e 2.53 2.82 0 0 0 0 0 0 0 0Y4A5-2om 0,550 e 14.35 27.44 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1-D 11DO 0390 e 10.18 1227 0 0 0 0 0 0 0 0 1213-0sw 0.097 a 2.53 2.82 0 0 0 0 36 36 91 101 4A5-2orn 0550 s 14.35 13.54 0 0 0 0 0 0 0 0 C4B5-A-n 0.540 s 14.09 1167 0 0 0 0 0 0 0 w 13A-flocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 w 1213-0sw 0.097 w 2,53 2,82 77 77 194 216 63 63 159 178 1-- G 4A5-2.n, 0,550 w 1435 2744 0 0 0 0 0 0 0 0 13A- 4ocs 0143 w 3,73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0r550 w 1435 27,44 0 0 0 0 0 0 0 0 4A5- 2omd DMO w 15.14 21.44 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 - 2.38 1.51 0 0 0 0 0 0 0 0 L- D 11DO 0,390 n 10,18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0,032 0.84 116 55 55 46 96 28 28 23 49 F 19A-Obscp 0.295 2.89 2.04 42 42 121 85 28 28 81 57 F 19C-19cscp 0,049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tprn 1180 30,80 ODD 0 0 0 0 0 0 0 6 c) AED excurqon 17 17 Envelope lossrgain 360 380 355 368 12 a) Infiltration 144 53 186 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoesb1her 0 0 Subtotal ( lines 6 to 13) 504 433 541 436 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 504 433 541 436 15 Duct loads 130/(.1 331% 65 141 13 1% 70 143 Total room load 56 9L 574 611 579 Air required (ch-n) 0 27 0 27 Calcul th Ed. 1- 20 t 8 Apr 05 13:32 30 Right- SLikA Uriversal 2018 18,011 RSU25029 Pa( lofKge 5 HG Loft - STol 124 Swdarrp A LHG Loft- S,min Calc - W8 House faces: S wrightsoft, Right-M Worksheet Job: Lot 124 Sundance A LHG Loft - S Entire House Date: 04/05/2018 By: LF/Ri/MC/AT/MC One Stop Cooling and Heating 7225 SaixilswveGoul.Wirter Park, FL32792 Pfune (407) 629 - 6920 Fax (407)629-9307 Web: wwwOneStopGoolingeom License: CAC032444 I Hoorn name NUTH LOFT 2 Exposed wall U ft 13 5 It 3 Room height 9.0 It heat,cool 9.0 it heat/bool 4 Room dimensions 1D x 935 It 1.0 x 128.9 it 5 Roomarea 93.5 IF IM9 IF GoConstruction1-1-value Or HTM TyFT--G Area (112) Load Area (ft) Load number (Btuh,12--n (Btuh/ft2) or perimeter ft) Bluh) or perimeter it) Bluh) Heat ] Cool Gross N/P/S Heat Cool Gross NAD/S Heat Cool 6 12B-Osw 0.097 n 2.53 Z82 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 w 13A 4ocs 0143 n 373 2.90 0 0 0 0 0 0 0 0 1---G 4135-21.. O540 n 14,09 13.67 0 0 0 0 0 0 0 0 11 W12B-0,9N0.097 o 2.53 Z82 0 0 0 0 0 0 0 0 r----- G 4A55 2.m 0,550 a 14.35 27.44 0 0 0 O 0 0 0 0 w 13A 4ocs 0143 e 3.73 2.90 0 0 0 0 0 0 0 0 L- D 11DO 0390 e 10.18 1227 0 0 0 0 0 0 0 0 12B- Osw 0.097 ,, 2.53 2,82 54 50 127 141 122 107 270 300 G 4A5-tom 0.550 s 14.35 13.54 T--,G4B5-2fm 0 0 0 0 15 13 215 203 0. 540 s 14.09 1167 4 4 56 55 0 0 0 0 w 13A-flocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 1213- 0sw 0.097 w 253 2.82 0 0 0 0 0 0 0 t--G 4A5 tom 0,550 w 14.35 27,44 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 w 373 2.90 0 0 0 0 0 0 0 0 1 L4A5u0.550 w 4,35 27.44 0 0 0 0 0 0 0 0 Zll4A52ond0,580 w 15.14 21 A4 0 0 0 0 0 0 0 0 R 12C-0sw 0,091 - 238 1.51 0 0 0 0 0 0 0 0 L- D 11DO 0.390 n 1018 12.27 0 0 0 0 0 0 0 0 C 1613-30ad OB32 0.84 1.76 94 94 78 164 129 129 108 227 F 19A-Obsq) 0,295 2.89 2.04 38 38 ill 78 0 0 0 0 F 19c- 19csw 0,049 0.44 0,31 0 0 0 0 0 0 0 0 F 22A-tpry L180 30.80 ODO 0 0 0 0 0 0 0 0 6 c) AED excursion 18 29 Envelope lossrqain 372 420 593 701 12 a) Infiltration 101 37 228 84 b) Roorn ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 473 457 821 784 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 7 14 19 39 14 Subtotal 480 471 840 823 15 Dudloads 130/ 330/, 62 154 130% 331/1 109 269 Total room load 542 625 949 1092 Air required (din) 0 29 0 51 Calculations 8th Ed. 2018- Apr-05 13 :32 30 Rigll- SLite0 DUfiver&,il20181801I RSU25029 Page. 6 HG Loft- Slot 124SLKYJame ALHG Left- SfLi) Cale -KJ8 Norse faces: S wrightsoW Right-JO Worksheet Job: Lot 124 SurKiance A LHG Loft S Entire House Date: 04/05/2018 By: LF/Ri/MC/AT/MC One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407)629-9307 Web, www(OneStelpGoolingoorn Lioeme: CAC032444 1 Room name BTH LDRY 2 E4)osed wall 0 it 0 ft 3 Room height 9B it N"avcool 9.0 It hearcool 4 Room dimensions 5,5 x 10.0 It 65 x 6,5 it 5 Room area 55,0 fF 42,3 fF Ty Construction U-value Or HTM Area ff) Load Area M) Load number ( BlurrV) or perimeter ft) Btuh) or perimeter ft) Brjh) Heat Cool Gross N,,,P,,S Heat Cool Gross N/P/S Neat Cool 6 Vdf 12B-Osw 0,097 n 2,53 Z82 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 13A1400s 0A43 n 3,73 2.90 0 0 0 0 0 0 0 0 4B5- 2fm 0540 n 14,09 13,67 0 0 0 0 0 0 0 0 11 11213-0sw 0.097 e 2,53 2,82 0 0 0 0 0 0 0 0 L---- G 4A5-tom R550 e 14,35 27,44 0 0 0 0 0 0 0 0 V 13A-4<)cs 0.143 a 3,73 2.90 0 0 0 0 0 0 0 0 L— D 11DO 0.390 e 1018 1227 0 0 0 0 0 0 0 0 2B-= 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 T---- G 4A5- 0,550 s 14-35 13.54 0 0 0 0 0 0 0 0 4B5-, 4m 0.540 s 14,09 13,67 0 0 0 0 0 0 0 0 w 13A-4(x--, 0,143 s 373 2.90 0 0 0 0 0 0 0 0 w 1213-0sw OD97 w 2.53 2,82 0 0 0 0 0 0 0 0 L--- G 4A')-2om 0,550 w 14,35 27,44 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 w 373 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0,550 w L24.35 27.44 115140 0 0 0 0 0 0 0 M4- 2orrid0.580 w 21.44 0 0 0 0 0 0 0 0 R 12C- 0sw 0.091 - 2.38 1,51 0 0 0 0 0 0 0 0 L—D 11DO 0390 n 1018 12.27 0 0 0 0 0 0 0 0 c 1613- 30ad 0,032 OB4 1.76 55 55 46 97 42 42 35 74 F 19A- U)scp 0295 2,89 2,04 0 0 0 0 0 0 0 0 F 19G- 19csm OD49 0,44 0.31 0 0 0 0 0 0 0 F 22A- ttarn 1,180 30,110 0,00 11 0 0 0 0 0 0 0 6 c) AED excursion 4 22 Envelope loss/ gain 46 93 35 53 12 a) Infiltration 0 0 0 0 b) Floorn ventilation 0 0 0 0 13 Internal gains: 0oajpar its @ 230 0 0 0 0 Applianoes/other 0 5w Subtotal (I ines 6 to 13) 46 93 35 553 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 26 52 437 390 14 Subtotal 72 145 472 943 15 Duct loads 13% 33% 9 47 1311b 33% 61 308 Total room load J93 533 1251 Air required ( cfirt) j81 0 099 059 Calcul th Ed. H- 2018 Apt -05 13 32:30 Rigil-StrileOUriversal 2018 18 0 11 RSU25029 Pagel MG Loft - 134-ot 124 St-R-clance A LHG Lott- S rup Calc - NAM HOLSe faces S wrfight soft, Right-JO Worksheet Job: Lot 124 Su race A LHG Loft - S Entire House Date: 04/05/2018 By: LFRUMCAT/M One Stop Cooling and Heating 7225 Sard ve Court, Winter Park, FL 32792 PI -one: (407) 629 6920 Fax (407) 629 9307 Web www0rvSlopCooIinr) com License: CAC032444 1 Room name STR2 2 E)posml wall 22.5 ft 0 ft 3 Room height 9,0 ft heav000l 9D ft heat/wol 4 Room dimensions L0 x 18-5 ft 6.5 x 35 ft 5 Room area 74,0 it-' 228 It' Ty Construction uctionU value Or HTM Area OF) Load Area (412) Load number ( 13tult,12"F) (BtuliV) or perimeter ft) MAI) or perimeter 11) Btuh) Heat Cool Gross N/P,,S Heat Cool Gross N P/S Heat cool 6 12B-0sN 0.097 n 2.53 2.82 167 1613 411 458 0 0 0 0 4B5- 2frn 0,540 n 14,09 13.67 4 0 56 55 0 0 0 0 13A- 4ocs 0.143 n 3,73 2,90 Y—G 0 0 0 0 0 0 0 0 4B5 2fin 0,540 n 14,09 13,67 0 0 0 0 0 0 0 0 11 w 12B-0sw 0.097 e 253 2,82 36 36 91 101 0 0 0 0 I— C, 4 A5 tom 0,550 e 14.35 2T44 0 0 0 0 0 0 0 0 w 13A 4o(---, 0,143 e 3,73 290 0 0 0 0 0 0 0 0 I— D IIDO 0,390 e 10,18 1227 0 0 0 0 0 0 0 0 12B-0, sw 0097 s 2,53 282 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 14.35 13.54 0 0 0 0 0 0 0 0 4-B5. 2fro 0,540 s 14.09 13.67 0 0 0 0 0 0 0 0 w 13A gaps 0,143 s 313 2.90 0 0 0 0 0 Lf 0 0 12B-0sw 0,097 w 2.93 2.H2 Y--G00 0 0 0 0 0 0 4A5-tom 0550 w 14,35 2T44 0 0 0 0 0 0 0 0 13A-4cx. S 0A43 w 3,73 290 0 0 0 0 0 0 0 0 24A5 2orn 0550 w 14,35 2T44 0 0 0 0 0 0 0 0 4A5 2omd 0,580 w 1514 21.44 0 0 0 0 0 0 0 0 P 12C- Os%v 0.091 - 2,38 1.51 0 0 0 0 0 0 0 0 L—D IIDO 0190 n 10,18 12,27 0 0 0 0 0 0 0 0 c 16B- 30ad 0.032 0,84 1.76 74 74 62 130 23 23 19 40 F 19A- ObsLV 0,295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C 19= 0,049 OM 031 0 0 0 0 0 0 0 0 F 22A- 1pri, 1,180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 33 2 Envelope lo,; s!,qajn 621 711 19 38 12 a) Infilhabon 381 140 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: 0owpants gD 230 0 0 0 0 Appliarroes/othef 0 0 Subtotal (I if ies 6 to 13) 1001 850 19 38 Less exterrid load 0 0 0 0 Less I r, i i isler 00 0 0 Redistribution 1001 850 19 38 14 Subtotal 0 0 0 0 15 DL)(-. t loads 1311/, 33- 0 0 13" 33 0 0 Total room load 0 0 0 0 Air required (( IM) 0- 0 Calcu th Ed. 2018 Apr 05 13 32 30 Rig 11- SLite.0 rAversal 2018 18 0 11 RSU25029 Page 8 Z KAC- LGIollSlot l24StnJarvPAlHGI oft Sat) Cale-NV8 Horse faces S wrightsoft- Right-JO Worksheet Job: Lot 124 Sunda A LHG Loft - S Entire House Date: 04/05/2018 By: LFIRUMCATIMC One Stop Cooling and Heating 7225 Sardsoove Coro, Winter Park, FL 32792 Phone: (407) 629 6920 Fax: (407) 629 9307 Web wvAv0neStopCoofrj] com Licerse: CAG032444 1 Room name WIC2 BED2 2 Bposed wall 5,0 It 16,0 It 3 Room height 9.0 11 heat,cool 9,0 it heatcool 4 Room dimensions 5.0 x 5,0 it 105 x 105 It 5 Room area 25.0 IF 110.3 re' Ty Construction U value or HTM Area OF) Load Area (tr") Load number (Btu[iV-'F) (Bftj1b/(t2) or perimeter ft) Bluh) or perimeter ft) Btuh) Heat Coal Gross NP/S Heat Cod Gross NP,/S Heal Cool 6 12B-Osw 0,097 n 2-53 U2 0 0 0 0 50 50 125 139 4B5-2frn 0540 n 14.09 13,67 0 0 0 0 0 0 0 0 13A-4ocs O-143 n 313 2.90t—G 0 0 0 0 0 0 G 0 4B5,2m 0,540 n 14.09 13.67 0 0 0 0 0 0 0 0 11 t126-0sw 0,097 e 2.53 2.82 45 45 114 127 95 80 201 224 G 4A5-tom 0.650 e 14-35 2T44 0 0 0 0 15 0 215 412 w 13A 4ocs O- 143 a 373 2.90 0 0 0 0 0 0 0 0 E— D HDO 0390 e 10,18 12.27 0 0 0 0 0 0 0 0 12B- 0sw 0,097 a 2.53 2.82 0 0 0 0 0 0 0 0 4A5- tarn 0,550 a 14,35 13.54 0 0 0 0 0 0 0 0 4B5- 2fi-n 0,540 s 14,09 13-67 0 0 0 0 0 0 0 0 W 13A-flocs 0,143 s 373 2,90 0 0 0 0 0 0 0 0 12B- 05w 0,097 w 2.53 2,82 t--a 0 0 0 0 0 0 0 0 4A5- tom 0550 w 1435 27.44 0 0 0 0 0 0 0 0 13A- 4oro 0.143 w 3,73 2.90 0 0 0 0 0 0 0 0 4A5- tom 0,550 w 14.35 27.44 0 0 0 0 0 0 0 0 4A, 5 2onrid 0,580 w 15,14 21,44 0 0 0 0 0 0 0 0 P 12C-Osw OD91 - 2,38 1,51 0 0 0 0 0 0 0 0 L— D 11 DO 0390 n 10,18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0,032 0.84 1.76 25 25 21 44 110 110 92 194 F 19A-Ott 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F lqC-19CSM 0,049 0,44 0,31 0 0 0 0 88 88 39 27 F 22A if 1180 30.80 ODO 0 0 0 0 0 0 0 0 6 AED excursion 8 28 Envelope lossiqan 135 163 673 1024 12 a) Infiltration 85 31 271 99 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliancesbther 0 0 Subtotal ( lines 6 to 13) 219 194 944 1353 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 329 286 7 13 14 Subtotal 548 480 950 1367 15 Duct loads 13%1 33%1 71 157 1310 3345 123 447 Total room load 619 637 1073 1813 Air required ( ch-n) 0 30 0 85 Calculations th Ed. H- 2018 Apr 05 13 32 30 Azf—"K " ' " ` "" ' ' ' ' " ' ' - ' Right-SureO Universal 2018 18 0 11 RSU25029 Page 9 HG I oft - St of 124 Sundance A I FIG Left S rup Calk, - UJ8 riouse faces S wrightsoft, Right-J@ Worksheet Job: Lot 124 Sundance A LHG Loft - S Entire House Date: 04/05/2018 By: Li /RI/MC/AT/MC One Stop Cooling and Heating 7225 Sird%mVe COW, Winter Park, Fl- 32792 111horfe, (407) 629 - 6920 Fax (407) 629 9307 Won. www0ry-,SIopGooling com License; CAC032444 1 Room name BED3 HALL 2 ExtPosed wall 23,5 It 0 ft 3 Room height 9.0 ft heat/cool 9,0 it heriVocrol 4 Room din-ronsiot is 10 x 12T8 ft 1.0 x 102.1 fl 5 Room area 127,8 ff 1021 f12 Ty consti udron U Value Or HTM Area (w) Load Area (W) Load number (BtuhAr-'-"F) (Btu[Vtrl) or perimeter t) Btuh) or porimeter ft) Btuh) Heal cool Gross NP/S Heal Cool Gross N/P/S Heat Cool 6 12B 0sw 0,097 n 2.53 2.82 0 0 0 0 0 0 0 0 4B5-2frn 0.540 n 1,L09 13.67 0 0 0 0 0 0 0 0 13A-4o,2,s 0143 n 313 2.90 0 0 0 0 0 0 0 0 4B5 2frn 0.540 n 14.09 13,67 0 0 0 0 0 0 0 0 11 w 12B 0sw 0,097 er 2.53 2.82 95 80 201 224 0 0 0 0 L—G 4A15-2on-r 0.550 0 14.35 27.44 15 0 215 412 0 0 0 0 13A, 4ocs 0.143 e 313 2.90 0 0 0 0 0 0 0 0T—D 1 IDO 0,390 e 10,18 1227 0 0 0 0 0 0 0 0 12B Osw 0.097 s 2,53 2.82 117 117 296 330 0 0 0 0 4A5-2om 0.550 S 1435 13.54 0 0 0 0 0 0 0 0 4B5-2fT'n 0540 s 14.09 13,67 0 0 0 0 0 0 0 0 w 13A-4ocs 0,143 a 3,73 2,90 0 0 0 0 0 0 0 0 12B-Osw 0,097 w 253 2.82 0 0 0 0 0 0 0 0t--G 4A5-2oa) OMO w 14.35 27.44 0 0 0 0 0 0 0 0 IL1 3AI 4o(-- 0,143 w 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5-2oru OMO w 14.35 2744 0 0 0 0 0 0 0 0 G 4A5 2omd 0,580 w 15.14 21,44 0 0 0 0 0 0 0 0 R 12C Osw 0,091 - 2,38 1.51 0 0 0 0 0 0 0 0 L—D 11DO 0,390 n 1018 1227 0 0 0 0 0 0 0 0 c 1613-30ad 0.032 OB4 1.76 128 128 107 225 102 102 85 180 F lqA-Obsp 0,295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C 1 9c9cp 0,049 0,44 0,31 102 102 45 32 0 0 0 0 F 22A tpm 1,180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED exci-jr-don 17 7 Envelops lo_qain 865 1239 85 173 12 a) Infiltration 397 146 0 0 b) Room ventilation 0 0--. 0- 0 13 Internal gains: Oocupants@ 230 1 230 0 0 Notoliancrq'other 0 0 Subtotal dines 6 to 13) 1262 1615 85 173 Lessexternal road 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 7 85 173 14 Subtotal 1270 1632 0 0 15 Dud loads 131% 33% 165 533 13% 331/' 0 0 Total room load 14,19 2165 0 Air required (drn) 0 101 i 1-2 0 CaICL11 bans raved b ACCAta meet N re uirements of M nL1al J 8th Ed. 11 -14- 2018 Apr 05 13 32 30 AC K Right-&ite@ Univenal 2018 18 0 11 RSU25029 Page 10 FiG [,oft - S Lot 124 SLrdarco A I-r U [oft Sit-T) CaIc-W8 Fimse faces: S W-OA'"M Heating Cooling in/1 00ft) i n/1 00ft) Supply Ducts 0136 OK 0.136 OK Return Ducts 0,136 OK 0,136 OK supply 4X--35, 11 A--20, 11 G=5, 11 A=20, 11 G--5, 11 M=20, 11 G=5, 1 A--35: Total EL=1 45 Return 6M=20, 6A1 1 0, 5E1 =1 0, 11 G--5: Total EL--45 41k wrightsoft- 2018 Apr 05 13 32 32 I -- —, Rigil-Sulc-M)Lfriversal 2018 18 0 11 FiSt J25029 Page 1 FIG [.oft - S11-ot 124 Suydarre ALHG Loft- S ap Calc - MJ8 Hmne faces. S wrightsoft, Duct System Summary Job: Lot 124SurwJanceALHGL,. Date: 04/05/2018 Entire House By: LFRUMCAT/W 7225 Sar)Jscywe Corsi, Wider Park, FL 32792 Plborr (407) 629 - 6920 Fax (407) 629 - 9307 Web, wA,,aOreStopCoo1irq.com Licerse. CAC032444 For: Park Square Homes 2650 Flicker Cove, Sanford, FL Heating Cooling External static pressure OM in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 034 in H2O 034 in H2O Supply / return available pressure 0.263 /0.077 in H2O 0.263 / 0,077 in H2O Lowest friction rate 0.136 in/100ft 0136 i n/1 00ft Actual air flow 0 cfm 1160 cfm Total effective length (TEL) 250 ft Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name Btuh) Orm cfm) FIR in) in) Matl Ln (it) Ln (ft) Trunk c 1813 0 85 0.141 6,0 OX0 VlFx 41.5 145,0 st4 BFD3 C 2165 0 101 0150 7.0 OX0 VlFx 34,8 140.0 st4 81H C 193 0 9 0.176 4.0 OX0 VlFx 29.0 120,0 st3 DIN c 4508 0 211 0.140 8,0 OX0 VlFx 48.3 140.0 st2 GAI I I c 4478 0 210 0.146 8.0 OX0 VlFx 39.8 140.0 st2 Kil c 2797 0 131 0,146 7.0 OX0 VlFx 40.3 140.0 st2 L DRY c 1251 0 59 0,168 5.0 Ox 0 VlFx 36.4 120.0 st3 LOFT C 1092 0 51 0175 6.0 OX 0 \AFx 25.0 125.0 st3 MRCS c 3813 0 179 0163 8.0 Ox 0 MFx 36.7 125.0 st3 IMBIH C 625 0 29 0168 4.O Ox 0 VlFx 311 125D st3 MTOI c 579 0 27 0,168 4.0 OX0 VlFx 36.1 120.0 st3 MWIC c 574 0 27 0.168 4.0 OX0 VlFx 31.9 125.0 st3 POW c 228 0 11 0.148 4,0 Ox 0 V1Fx 423 135,0 st2 WIC2 c 637 0 30 0,136 4.0 Ox 0 VlFx 48.6 145.0 st4 Trunk Htg Cl Name Type cfm) cf Trunk st4 PeakAVF 0 216 0.136 st3 SO Peak AVF 0 1160 1, 0.136 S2 PeakAVF 0 563 11 0.140 sti st3 PeakAVF 0 597 0,136 SO Pk wrightsoft" 2018 Apr-05 13:32,32 I 1 1- 11.""' " , ", -, '' -", Rig t A -St i VO Driver sal 2018 18 0 11 RSU25029 Page l FIG Left- Sloi 124 Sutlaf"ALHG Left - S tup Galc=W8 Horse faces S Grille Htg Cig TEL Design Veloc Liam H x W Stud/Joist Duct Name Size (in) cfm) (Cfm) ft) FR (fpm) (in) in) Opening (in) Matl Trunk rb2 Ox 0 0 236 50.3 0.153 534 9.0 Ox 0 VlFx rt2 rbl Ox 0 0 924 56.8 0.136 662 16.0 Ox 0 VlFx rt2 Trunk Htg Cig Design Veloc Diarn H x W DUCI Name Type (Cfrm cfm) FIR (fpm) in) in) Material Trunk rt2 PeakAVF 0 1160 0.136 656 18.0 0 x 0 VinIFIx wrightsoft " 2018 Apr-05 13 32 32 Rigit SLIIeOUriver,%il 2018 18 011 RSLJ25029 Page 2 ACCIN HG Loft- S',Lot 124 Sti-daire A[-HGt oft SrLV Caic-KJ8 House races. S 2017 ® AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 124 Sunclance A LHG Loft - S Builder Nar"10: Street: 2650 Flicker Cove 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. Rini joists Rim joists shall include the air barrier. Rho 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 subfloor 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 s ace shall be sealed. Batts in narrow cavities shall be Cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c Ds. 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 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. HVAG 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 mariner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids L 1. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/5/2018 1:32 PM EnorgyGaUge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Level 2 278cfn EF1 VTR MTOI MBED MWIC 4 4" EF VTRAll IOX-10 MBT 8X4 179 cft-n 2 cTu 4 T LOFT HALL 8X4 9" 9 ch 59 cfrn 18 1OX6 EF1 VTR LDRY 14 STR2 BP 0" 12xI2 8 Sup Rise 12" WIC2 12 7 30 cfT-n 101 CfT-n OX10 4 85 CftTI 8X4 10X8 10X10 10X6 -------- L- BED3 BED2 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =- 110 CFM Fan EFU = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box L- Zone Damper 1 12" Zone Damper 2 - 12" Bypass Damper - 10" 1OX10 RA 236 cfin 24X1 8 RA 924 chi Job #: Lot 124 Sundance A LHG Loft - S One Stop Cooling and Heating Scale: 1: 57 Performed by LF/Ri/MC/AT for: Page 2 Pak SCIUare Homes 7225 Sandscove Court Comfort Buider by W 4itsoft MOW RSMONO Miter Park, FL 32792 2018,Jan-30 10 45:45 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 oft\',undarce ALI IG I oft - Ump www.0-ioStopCooh gcom m Do, Llvs 2 Seroice& I;A(. DESCRIPTION AS FURNISHED: Lot 124 1 WYNDL-1AM' PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida, PLOT PLAN FORICERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BOULEVARD VARIABLE WIDTH RIW PER EAST LAKE MARY BOULEVARD RIW MAP COUNTRY PROJECT PS-0137 5.00, LOT 125 ff I R C, 88,96' 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 FINSHEO SPOT GRADE ELEVATIONS PER DRAINAGEPLANS LOT GRAD INPROPED DRAINAGE FLOW G OSTYPE A 0-6 PROPOSED F. F. PER PLANS = 30.0' pp N 8904217" E 40, 00' 10' UTIL, ESMT. 47. 18' 4T 18 3.0' x4, AC 6 7: LANAI 30,,4.0' Do AC ED PROPOSED RESIDENCE 1730 SUNDANCE - A 2 CAR GARAGE LEFT iv COV' D ENTRY 9, 0, vi 21. 0' 1 16 WPLK 42,88' DRIVE 5, 21' P 6 ( 9 A Ok to construct single family home with setbacks and impervious area shown on plan. 1. -7 "/. xwe, VI::,zo Su - A, Gj-L_ 5.00' is I A WALK CURB S 8904310" W 40. 00' T1_1C_ ffER CO VE 50' PRIVATE RIW) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 4,842 zt SQUARE FEET FLATWORK ONIQFF LOT = TOTAL SQUARE FEET FIATWORK DRIVE 403/ 110- 513 SQUARE FEET FOUNDATION/PAD 1,194 ± SQUARE FEET WALKS 721 200= 270 SQUARE FEET REAR PATIO 107 ± SQUARE FEET SOD 3, 0071 1.30 - 3,137,k SQUARE FEET FRONT PORCH DECK 48 SQUARE FEET POOL DECK NIA SQUARE FEET NOTE.' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT * NOT FIELD VERIFIED - CR(_1SEiVffEYER-, SyCOTT & ASSOC, LVC. - 1AND SURVEI'VES LEGEND P PLAT LEGEND - PDL, ON 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F a FIELD TYR, a POINT _ INC P TYPICAL NOTESPR: I PIPE TOP RONRODP.R.C.POINT PCz' OF REVERSE)= T-TE POINT OrCOPPOUNII, THE UNDERSIGNED DOES HEREBY CER71FY THAT THIS SURVEY WEFTS THE STANDARDS OF PRACTICE SET FORTH UY THE FLORIDA BOARD OF C III CONCRETE MONUMENT RAD RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FI.ORIOA ADMINISTRATNE CODE PURSUANT TO SECTION 472.027, FLORIDA STATIJC5 SET I. R. 1/2' I.R. /OLD 4596 N.R. a NON -RADIAL 2.UNLESS EMBOSSED WON SURVEYORS SIGNATURE AND ORIOINAI, RAISED SEA4 THIS SURVEY MAP OR COP?ES ARE NOT VALID, RECI RECOVERED WP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRIC77ONS RUD, POINT OF BEGINNING CALC, CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY, PIOIC. POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. IT N, 0CENTERLINE, NAIL t DISK F.E. B LLIFINISHEDFLOOR ELEVATION BUILDING SEE TDACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTUY, R/W RIGHT-OF-WAY D.M. BENCHMARK 8, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT' BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. m CASEMENT D,D, BASE BEARING 7. BEARINGS, ARE RASED ASSUMED DATUM AND ON THE LINE SHOWN AS WE BEARING RED,) BRAIN UTIL I)RAINAGE UTI I ITY 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CL FC CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No, 4596, WbTC C/ IWOODFENCE CONCRETE BLOCK GALE I— I* - 20 DRAWN BY., PC, P. T. POINTOF CURVATURE N POINT 0TANGENCYIFIEDDATE ER No, DES DESCRIPTION INN CER7BY., P RADIUS PLOT' PLAN 03-30-2018 1955-18 L ARC LENGTH D DELTA C CHORD C.B. CHORD REARING NORTH THIS 8UILDING\ PROPERTY DOES NOT UF WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' M X. GN USENAJ Eft, R.L.S. f 4714 ZONE ' SC' MAP # 12117CO090 F (09-28-07) S W. SCOTT, R, L 4801 In 0 Filename: PARK SQ SUNDANCE.rrr Lighting and Small _ Appliance/LaundryCircuits Floor Area SmAppNo LaundNa Leine Neutral 1730 2 1 Lighting Summary- Standard 5,342 5,342 Optional 9,690 5,342 Ranges & Ovens Range No. No? Nameplate Lind Neutral 1 1 8000 0 0 3 0 0 Range/ Overt Summary Standard 6,400 4,480 Optional _ 8,000 4,480 Dryers e s. DryerNo, No? Nameplate Lines Neutral A 1 1 5000 2 0 M= 3 0 # 8 8 56 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Hearing and Cooling: Actual Number Name M? Ph No Amps Volts VA HP Line Neutral, 1 M 1 1 14.0 240 3,360 0 1, 1. M 1 ^1 2.0 240.1. 4800 M 1 5.0 240 , 200 0 l 1 1 1 14 240 1. 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8, 400 0 Fixed .Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral OT,SP 1 1 120 600 _ _600 mT^'600 DISH 1 1 1,20 1200 1,200 1,200 MICRO 1, 1, 120 1100 1,200 1,200 WATER BEATER 1 1 18,5 240 4,440 0 OPT FOOL, 1. 1 10 240 2,400 0 PT POOL HEAT 1 1. 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17, 280 2,250 Other Appliances: Actual Number 0 Name M? Ph No .Amps Volts VA SIP Line Neutral Other Appliance Summary Standard_n 0 ______ 0 Optional. 0 0 25% of Max Motor. I-Ane isStd Only; Neutral for Both Maximum Pease Amps Volts d 1 14 240 Meat/Cool Phase Amps Volt 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 W Neutral total Total. 38,942 T15,572 Maximum .Amperage 162 65 Service Voltage = 240 Service Phase 1 t pt:a.orzal l,irze i eu.rat.._____________ Total, Total 30,388 15,572 Maximum .Amperage - 127 65 Service Voltage = 240 Service Phase = 2 Lumber design values are in accordance with ANSIITPI 1 section 6.3 Nil These truss designs rely on lumber values established by others. MiTek"' RE: P1 730A - Park Sq/ Sundance-1 730-A MiTek USA, Inc. 6904 Parke East Blvd, Site Information- 6904 33610-4115 Customer Info: PARK SQUARE HOMES Project Name: P1 730A Model: SUN DANC Lot/Block: 124 Subdivision: WYNDHAM PRESERVE 40' Address: 2650 FLICKER COVE City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State-, General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design program: MiTek 20/20 8,1 Wind Code: ASCI'17-10 Wind Speed: 140rriph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings, With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 Gl 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No' I Seal# !Truss Name DateTruss1 I 1 No. Seal# I - - - Date I J13325036 Al 12/23/18 112 IT13325047 lB3 12/23/18 12 IT1 3325037JA2 2/23/18 113 T13325048 !B3A 12/23/18 3 IT13325038_ jA3 12/23/18 114 IT13325049 !Cl 12/23/18 4 IT13325039 lA4 12/231/1-8 11151111___IT13325050 C2 2/2-3/18___ 15---- 1T13 - 325040 -- 1A5 1T113325051 JCJ1 12/23/18 -1 J6-JTl3325041 IA6 L 2/23/18 117 IT1,3325052,'CJ3L, ---- 12/23/18 1 17 lf13325042 A7_ 2 - /23118, 1-18- Tl 3325053]C11,1151 a- 18 ... IT13325043_IA8 - - ------- 119_1T13325054 1F1 1_2/23/18_ 1 19 1T13325044 1131 2/23/18 J171T133250551A 2/23/18 110 JTl 3325045_ 1132 2/23/18 121 IT133 5056 lF2 12/23/18 1 Ill 1T13325046 1132A i2/23/18 1212[F2A_____ Tl332505721al a 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 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The sea[ on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1, -These designs are based upon parameters shown ( e,g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSUTPI 1. Chapter 2. N Z, A A 0 E No 39380 STATE OF 441 441 0 R c S 0 N Ak- Thomas A, Albani PE No.39380 MITek USA, Inc, FL GO 6634 6904 Parke East ON& Tampa FL 33610 Date: February 23,2018 Albani, Thomas I ot'2 RE: P1 730A - Park Sq/ Sundance-1 730-A Site Information: Customer Into: PARK SQUARE HOMES Project Name: P1730A Model: SUNDANCE 1730 - A Lot/Block: 124 Subdivision: WYNDHAM PRESERVE 40' Address: 2650 FLICKER COVE City'. SANFORD State: FLORIDA 2 ol'2 Job Truss P1730A iA1 Mid Florida Winner, Bartow, FL. 0 0 7 11-11 1-0-0 ......... _._7-11-11 I 4x4 --- Type AON 15 0-( 7 0-5 4 City Ply Park Sqi Sundance-1730-A 2 1 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13.14-10 2018 1n 3zzrE5595gHBgKdROwR6OYzkwee-1jd9E36s3ABcyZtbS68TFE1808ufXL3n8LMI 22-1-5 7-0-5 711,11 1-0-O' Scale = 1 53.5 T13325036 3x4 -- 3x4 :::_ 3x4 --. 4x4 -.-. LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 10.0 Lumber DOL 1 25 BC 0.75 BCLL 00 Rep Stress [nor YES WB 0.51 BCDL 10.0 Code FBC20171TPE2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP NoA WEBS 2x4 SP No 3 1 DEFL. In hoc) Vdefl L/d PLATES GRIP Verpi-L) -0.40 8-10 >905 240 ( MT20 244/190 Vert(CT) -0.55 8-10 >651 180 Horz(CT) 0-06 6 rho n/a Weight- 137 lb FT = 20°I BRA ING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-10-7 oc bracing. REACTIONS. (lb/size) 2-1260/0-8-0, 6=1260/0-3-8 Max Herz 2=155(LC 12) Max Uplift 2=-396(LC 12), 6=-396(LC 13) FORCES. di - Max. Comp./Max. Ten_ - All forces 250 pb) or less except when shown. TOP CHORD 2-3=-2101/623, 3-4=1914/644, 4-5=-1914/644, 5-6=-2101/623 BOT CHORD 2-10=594/1826, 8-10=25411198, 6-8=-455/1826 WEBS 4-8=- 3191776, 5-8=-465t352, 4-10=-319/776, 3-10=-4651352 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, Cat_ II; Exp B; Encl , GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0. Intenor(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 D0L=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 Qt=lm 2=396,6=396. 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 codes. Thomas A, Albani PE No,383 0 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd- Tampa FL 33610 Data: February 23,2018 WARNING, Varffy design parodied— and READ MOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE lalb7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekaa 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 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 ternporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guMance regarding the bla,cation, storage, delivery, erection and bracing of trusses and truss systems, see AN gurfel1 Quality Criteria, DS6-89 and BCSI Building Component 6904 Parke East Bivd. Safety beormabon available from Tress Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 36610 Job rhos lTruss t- 1e - — - - -- Yt - - Qty P3y I park Sqi Sundance 1730-A I13325037 , P1730A _- A2 - --- _- IIIP - --. - .-- 2 7 lj.b Refemi ce (optionah -- Mid-Flonda Lumber, Bartow, FI-. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13.14:11 2018 Page 1 In 3zzrE5595gHggKdROwR6OYzkwee-VvAXSP7UclUGTZjSnOpfinSaNsXFKG16wM?6UfgziF5w 1_9 4 1 00 } ---_. . ----. i ----. - 719- 4 00 ____ ---i-- 1 7-0 0 2G -2-12 11 30- 4 .._._._- t1.0 01Scale = 1 52.1 des 4 5 4x4 o 13 11 10 9 15x4 I1 3x4 3x8 _ 1.5x4 if 4x4 -- 4x4 ::.. 3x4 t 0 1 LOADING { psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Ildefl Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 ! TC 0.50 Vert(-L) -0,10 11 >999 240 MT20 244/190 TCDL 10-0 Lumber DOL 1-25 BC 0-66 Vert(CT) -021 11-13 >999 180 BCLI. 0.0 Rep Stress ]nor YES W6 0-65 -iorz(CT) -0,09 2 n1a nla BCDL 100 Code FBC2017TTPI2014 Matrix -MS Weight: 157 !b FT = 20l 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 7-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 7=1260d0-3-8, 2=1260/0-8-0 Max Herz 7=-136(LC 13) Max Uplift 7=-380(LC 13), 2=380(LC 12) FORCES. ( to) - Max. Comp ,'Max- Ten. - All forces 250 (to) or less except when shown - TOP CHORD 5-6=-1611I587, 6-7=-2223709, 4-5-1363t585. 2-3=2223t709, 3-4--16101587 BOT CHORD 2-13=-55211926, 11-13=-55211926, 10-11=-31111362, 9-10=-57971925, 7-9=57911925 WEBS 6-9=01287, 6-10=-6511349, 5-10=-119/420, 4-11=-1321419, 3-11=-6521350, 3-13= 0t288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd= 108mph, TCDL=4.2psf, BCDL=3.0psf, h=25ft, Cat- 11. Exp B, Fret , GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(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 pending 4) This truss has been designed for a 10-0 par bottom chord live load noneoncurrent with any other live loads - 5) ' This truss has been designed for a live load of 20-rest 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 to uplift at joint(s) except (jt= lb) This item has been 7=380, 2==380 electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document arenotconsideredsignedand sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No. 393 0 MiTek USA, Inc. FL Cart 6634 6904 Perks East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING - Vari/y design pnravnaPars and READ NOTES ON THIS AND INCLUDED Poi}TEK REFERENCE RAGE Mti4d79 rsa. 70td37201 b BEFORE USE, Designvalid for use only with Wasik, connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the br iid,ng designer ,,.at verify the applicability of design parameters and property incorporate this design Into the overall building deslgra. Bracing indicated 1s to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing iTek' fe always required for stability and to prevent collapse with possible palerson,r)ury and property damage. For general guidance regarding theev, fabricat on, storage, delivery, erection and bracing of tresses and truss systems, see ANSIITP11 duality Criteria, 0SB-99 and SCSI Building Component 6904 Parke Last Blvd. Safety hifomration available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1ampa FL 36610 lob truss IT niSa Type Qty Ply Park Sql Sundance 1730 A -_. — -- - 1t3325038 I P1730A A3 HIP 1 L f-Qtd Refgr?neel4Ft€sn8i) __ Mid-Flonda Lumber, Bartow, Fl_ 8.130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 23 13,14:12 2018 Page 1 IN 3zzrE5595g1-IBq Kd ROwR6OY zkwee-z6kvf186boOKBt 1 za WAxKf7a3xbf?Hj4bfrpB6ziF 5v 1 0 0 5 9 4 1 1 0 0 15 0-0 19-Q-0 24 2 12 30 0 0 i -0-0) 1- 0-0 i 5-9-4 — .--_i. 5 2 12 I 4 0-0. I— -. 4- 0-0 -{.- - 5-2 12 i 5- 9-4 1 0-0, Scale = 1 52.1 I 4x4 4x4 -- 14 13 11 10 t5x4 11 3x4 US = t.5el II 3x4 3x4 3x8 LOADING ( par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DO[ 25 TC 0-35 TCDL 10.o Lumber DQL 1.25 BC 066 BCLL 0.0 Rep Stress Incr YES WB 0.37 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 REACTIONS. ( Ibfstze) 2= 126010-3-8, 8=1260/0-3-8 Max Horz 2=-117(LC 17) Max Uplift 2=-360(LC 12), 8=-360(LC 13) DEFL. in (too) Weft Lid PLATES GRIP Vert( LL) -0,15 11-13 >999 240 MT20 244/190 Vert( CT) -0,31 11-13 >999 180 Horz( CT) 0,09 8 n/a n/a Weight: 157 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc pur lins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing FORCES. ( lb) - Max- Comp -/Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3--22631743, 3-4=-1777/635, 4-5=-1530t621, 5-6=-15301621, 6-7-1777/635, 7-8=-2263/743 BOT CHORD 2-14=-584/ 1970, 13-14=-584/1970, 11-13=-416/1616, 10-11=-59211970, 8-10=-592/1970 WEBS 3-13=-5191294, 4-13=-142/509, 5- 13=-2591145, 5-11=-259/144, 6-'11=-1421509, 7-11=-5191295 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10, Vult= 140mph ( 3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, Cat. II; Exp B; Encl , GCpi=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-2-15, Intenor(1) 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=l 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 !b uplift at joint(s) except qt=16) 2=360,8=360. WARNING -Verity design paraee[are and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mt iekQe connectors. This design is based only upon parameters shown. and is for an individual building component, not a tarss system. Before use, the building designer must verify the appiicabiirty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent tbuckiing of mrfivoinal truss wale andior chord members only. Additional temporary and permanent bracing is always required for stability and he prevent collapse with possible personal injury and property damage Far general guidance regarding the fabricationstorage, delivery, erection and bracing of trusses and truss systems. see ANSIfTRi1 Quality criteria, DSB-89 and Best Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. This item has been electronically signed and sealed by Albani, Thomas, PCB using a Digital Signature. Printed copies Of this document are not considered signed and sealed and the signature must be verified On any electronic Co leS. Thomas A. Albani PE No.3B3 o MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 i fit' 6904 Parke East 810. Tampa, FL 36610 Job I rues Truss Type illy Ply 1 Park Sql Sundance-1730-A 1 l T13325039 IP1730A A4 NIP I1 1 ob Referenc optlonal1-- - Mid -Florida Lumber, Bartow, rL. 8,130 s Sep 15 2017 Milek Industries, Inc Fri Feb 23 13'14:13 2018 Page 1 I D.3zzrE5595q H BgKd ROwR6OYzkwee-Ri it-jt58kM5XBp1 cA7 EiAttfj2LvSkm7 DgJbNjZzi F5u 1iOQ). 494 900 150 2100 25-212 3000 10-01 1-0-0 4-9-4 4-2-12 6-0-0 6-0-0 4-2-12 4-9-4 1-0-0 Scala = 1 52.1 4x8 1.5x4 I! 4x8 =- 4 21 5 22 6 13 1 1 Ill 3x4 =.:::: 3x4 3x8 - 3x4 -:_ 4xer --. 4x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20-0 Plate Grip DOL 1.25 TC 046 TCDL 10.0 Lumber DOL 1,25 BC 081 BCLL 0.0 Rep Stress Incr YES WB 023 BCDL 10.0 Code FBC201711-PI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-3-8, 8=1260T0-3-8 Max Herz 2=-97(LC 13) Max Uplift 2=-338(LC 12), 8=-338(LC 13) DEFL. in (loc) Itdefl Ltd PLATES GRIP Vert(LL) -0,16 10-19 999 240 MT20 244/190 VertbCT) -0,35 10-19 >999 180 Horz(CT) 0,09 8 n1a old Weight. 150 lb FT = 20% BRACING- TOPCHORD Structural wood sheathing directly applied or 3-6-15 oc purlins_ BOT CHORD Rigid ceiling directly applied or 7-4-0 oc bracing. FORCES. ( lb) - Max Comp /Max_ Ten_ - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3^-2248797, 3-4=-1951/683, 4-5=-20211766, 5-6=-20211766, 6-7--19511683, 7- 8=-22481797 BOT CHORD 2-13=-641/986, 11-13=-44511696, 10-11=-45311696, 8-10=-649f1986 WEBS 3-13=-3401245, 4-13=-69t411, 4-11=-2271503, 5- 11=-414t252, 6-11=-2271503, 6-10=-691411, 7-10=-3401246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuii= 140mph ( 3-second gust) Vasd=108mph, TCDL=42psr BCDL=3.0psf, h= 25ft, Cat. II: Exp B, Encr, GCpi=0.18, MWFRS (envelope) gable end zone 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 25-4-11. Interior(1) 25-4-11 to 31-0-0 zane;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending. 4) 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 20.0psf art the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=Ib) 2=338, 8=338 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED Ill REFERENCE PAGE fall-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekarr, connectors. This design is based only upon pararneters shown, and is for an odrv,dual building component, ,or a lass system. Before use. the building deslpner must verify the appilcabddy of design paremaiers and properly incorporate it's design into this overall building design. Placing indicated is to prevent buckling of individual truss web andior chord members only. Addltronai temporary and permanent bracing is 8mays ivpuad For stability and to prevent collapse with possible personal trinity and property damage. For' general guidance regarding the fabrication, storage, delivery erection and bracing of huases and truss systems, see ANSIlTPH Quality Criteria, DSB-89 and BCSI Building Component Safety Information avardbro f-11 Truss P'late,!nsrttae, 218 N. Lee Street, Suite 312, Alexandna. 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. Aibant PE No. 393 0 MITek USA, Inc, FL Csrf 034 5904 Parke East Blvd. Tampa Ft 33810 Date: February 23,2018 iT 6904 Parke East Blvd. Tampa, FL 36610 I- to---- f""" Type cry Ply Park Sq/ Sundance-1730 A 113325040 1 l730A I iA5 Mid Florida 1-Unreet, Barlow, I'L. 8130 s Sep 15 2017 Mi 1 ek Industries, Inc Fn Feb 23 13 14,14 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-vL)sf4R9M7Pf2QBBMhxDPP4CoFiEc]-6BM3zKwF?ZiF5t 1-0-0 3-9-4 7-00 12-4-9 17-1-7 23-0 0 _26:2,12 30 0 0 . l o-0 1-0-0 3-9-4 32 12 5-4-9 5 2 13 5-4-9 3 2 12 3-9-4 1-00 Scale - 1 52 1. 4,mr 8PIO MI'20HS -- 20 3x4 ---- 21 5 22 23 1 5X4 11 24 6 25 26 BxI0MT201-15 - in - -- 14 -- - I 1Z II 3x4 - ova M1201-iS 3x8 LOADING (psp SPACING- 2-0-0 cSI' TCLL 200 Plate Grip DOL 1.25 TC O.88 TGDL 100 Lumber DOL 1,25 BC 0,82 BCLL 00 Rep Stress Incr NO WB 0,69 BCDL 100 Code FBC2017rrPI2014 A Matrix -MS LUMBER - TOP CHORD 2x4 SP No,2 *Except* 4-7. 2x4 SP DSS BOT CHORD 2x6 SP No 1 WEBS 2x4 SP No 3 REACTIONS, (lb/size) 2=2525/0-3-8, 9=2524/0-3-8 Max Harz 2=-78(LC 28) Max Uplift 2=-1 140(LC 8), 9=-1 140(LC 9) 4x10 Ixal :-- DEFL. in roc) Udefi L/d Verfl-L) 037 12-14 >978 240 VerftCT) -0,57 12-14 >631 180 Horz(CT) 014 9 FIB n/a 0 ass :-: PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 176 In FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins BOT CHORD Rigid ceiling directly applied or 4-8-8 PC bracing FORCES. (to) - Max, Comp /Max Ten - All forces 250 (M) or less except when shown TOP CHORD 2-3=-5180/2387, 3-4=-4994/2355, 4-5-5957/2871, 5-6=-594512864, 6-7=-5945/2864, 7-8=-4996/2356, 8-9=5181/2387 BOT CHORD 2-15=-2138/4605, 14-15=-2078/4471, 12-14=-2810/5957, 11-12=-2033/4473' 9-11 =-2072/4606 WEBS 4-15=-243/793, 4-14=-916/1815, 5-14=-695/489, 6-12=-677/480, 7-12=-905/1798, 7-11 =-24 7/798 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mah, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, Cat. 11, Exp B. Encl., GCpr=0 18. MWFRS (envelope) gable end zone: Lumber DOL=1 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 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20 grist on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 to uplift at joints) except Ot=lb) 2=1140,9=1140. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 254 1b up at 7-0-0, 123 B down and 142 to up at 9-0-12, 123 lb down and 142 In up at 11-0-12, 123 lb down and 142 In up at 13-0-12, 123 to down and 142 lb up at 15-0-0, 123 In down and 142 to tip at 16-11-4, 123 lb down and 142 lb up at 18-11-4, and 123 1b down and 142 in tip at 20-11-4, and 219 lb down and 254 to up at 23-0-0 on top chord, and 417 lb down and 213 lb LIP at 7-0-0, 89 to down and 28 to up at 9-0-12, 89 lb down and 28 lb Lip at 11-0-12,89 to down and 28 In up at 13-0-12, 89 lb down and 28 lb Lip at 15-0-0 89 in down and 28 lb Lip at 16-11-4, 89 to down and 28 lb tip at 18-11-4. and 89 In down and 28 lb up at 20-11-4, and 417 Ito down and 213 B up at 22-11-4 on bottom chord. The design/selection of such connection clevicers) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (T) or back (B) LOAD CASE(S) Standard WARNING, Verity clsedgaparameters aad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 ofiv. 1010312015 BEFORE USE. Design valid for use Only .,In MiTably connectors. This design is based only upon parameters shown, and is for an individual burning component not a truss system Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent boosting of individual truss web andfar chord members only. Additional temporary and pefroanera divothig Is always required for stability and to prevent collapse with possible pol-sonahrilmy and property damage For general guidance regaining the fabrication, storage, delivery, worried and bracing of truss" and truss sysbure, see Alsbal-Tioll Quality Criteria, DSB-89 and Beat Building Component Safety hals.-Lifirm available from Truss Plate. institute 218N Lae Street, Sure 312,Alexandria, VA223I4 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 co es, Thomas A. Albani PE lfo,38aro MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: February 23,2018 A-[, MiTek 6904 Parke East Blvd Tampa. FL, 36610 Job Truss 1 Was Type !Qty !ply Park Sq1 Sundance 1730-A 113325040 P1730A A5 tliP 11 1 Job Reference(op(lonal)_ Mid -Florida Lumber, Br iow, FL- 8.130 s Sep 15 2017 Was industries, Iris Fri Feb 23 13.14.14 2018 Page 2 ID:3zzrE5595qttBgKdROwR6OYzkwee-vUsf4R9M7Pf20BBMtixDPP4CoFiEcT6BM3zKwF7ziF5t LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate increase=t25 Uniform Loads (pit) Vert_ 1-414-7--60, 7-10=60, 2-9=20 Concentrated Loads (lb) Vert_ 4=-172(F) 7--172(F) 15--417(F) 11=-417(F) 20=-123(F) 21=-123(F) 22-123(F) 23=123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28 70(F) 29= 70(F) 30=40(1`) 31=-70(F) 32=-70(F) 33=-70(F) WARNING Vedov d I ynparameters .,to READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MIL7473 rev. 1010312015 8EFORE USE. Design valid for use only with Nu T eke, cre ecto c. This design Is based only upon parameters shown, and is far an individual building component, not it truss system. Before use, the building designar must verify the applicability of design parameters and properly incorporate this design into the overall building design Brac, tg lnc5cated is to prevent buckling of individual truss web andito chord members only. Additional temporary and permanent bracing i' is always required for stability add 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 ANSLLPU 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. 1ampa. Fl- 36610 Job iTruss Truss Type cry Pry 1Park Sg/ Sundance 1730-A I T13325041 P1730A IA6 SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi iek Industries, Inc. Fri Feb 23 13,14:15 2018 Page 1 I D:3zzrE 5595gH BgKd ROwR6OYzkwee-Nh02 HnA_uj nv2LmY F fkeyl14h9Yac bZ WLid4UoRzi F5s 1 0 0 4-9-4 9-0-0 13-6-0 18 0 0 19-6-0 24-5-12 30 0-6 331 0 0 1-0-0 4-9-4 4-2-12 4-6-0 4-6-0 1-6-0 4-11-12 Scale = 1 53-0 1 a 4x4 4x4 =_ 4x4 II 4x4 13 12 3x8 LOADING (pat) SPACING- 2-0-0 1 CSI. TCLL 20.0 Plate Grip DOL 1,25 TC 0.39 TCDL 10.0 Lumber DOL 1,25 BC 0,90 BCLL 00 Rep Stress Incr YES WB 0.49 BCDL 10,0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1260/0-3-8, 2=1260/0-8-0 Max Herz 9=-111(LC 13) Max Uplift 9=355(LC 13), 2=-442(LC 12) 5x8 -- 3x4 == 3x4 -- DEFL. in (too) I/defl L/d I PLATES GRIP Vert(ILL) -0,15 12-13 >999 240 MT20 244/190 Vert(CT) 0.37 12-13 >981 180 Horz(CT) -0,09 2 n/a n/a Weight: 156 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-15 oc bracing. FORCES. db) - Max. Comp./Max. Ten. - All forces 250 db) or less except when shown TOP CHORD 7-8 2200/772, 8-9=-2264/710, 6-7=-2122/766, 4-5=-1708/643, 5-6=-1910/685, 2-3=-2254/797, 3-4=-1955/671 BOT CHORD 2-13 632/1991, 12-13=-52011960, 11-12=-366/1559, 9-11=-546/1974 WEBS 8-11 314/245, 7-11=-280/554, 7-12=-469/1288, 6-12=-1042/405, 5-13=-366/198, 4-13=-154/614, 3- 13=-344/243 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4-2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B, Encl., GCpi-0,18, MWFRS (envelope) gable end zone and C,-C Exterior(2) -1-0-0 to 2-0-0, Interior(") 2-0-0 to 9-0-0, Exterlor(2) 9-0-0 to 12-0-0, interior(1) 18-0-0 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 pending. 4) This truss has been designed for a 10.0 per bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) 9=355,2=442. WARNING - Verify design paramaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 ray. 10/03/2015 BEFORE USE, Design valid for use only with Murek® 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, delivery, erection and bracing of trusses and truss systems, see ANSI/TPn Quality Criteria, DSB-89 and BGS1 Building Component Safety Information availatau from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 0 1 PrintedThis item has been electronically signed and sealed by Albani, Thomas, PE using a Digital 1 document are not his onsideredsignedar sealed antkthe w,ignature Ib verified electronic on any has. Thornas ,, AlbaniPEt' k yEEEEEE. I MiTtlik USA, Inc. FL Cott 6634 6904 Parke East Blvd, Tampa FIL 33610 February 23,2018 i' 6904 Patine East Blvd. Tampa, FL 36610 IJob lines 1«IssType Qtv ly P - ar - k Sq/ Sundance--i-7-30-A T13325012 17,30AIP- A7I SPECIAL 1 P I--,"- Job Reference - - Mid-Florida Lumber, Barlow, FL 8130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13 14 16 2018 Page I ID:3zzfE5595ql-lBqKdROwR6OYzkwee-iI OV6BcfOvmgUKIpMFtUVI-IGRYvVxOkfwllplKtziF6F 1 0- 0 5-6-4 10-60 13-4-0 17-10-0 22-4-025-10-1230-0-0 10-0 ' 10-of I 4-11- 12 2-100 4-6-0 4,60 3-6-12 4-1-4 1-0-0 Scale = 1 53 0 4s6 11 0 O 1 3 3x4 — 3x4 — 5X8 - 4x4 -- 3X8 '= 3x4 LOADING (psh SPACING- 2-0-0 CSL DEFL. in (too) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1,25 TC 0,32 Vert(LL) 0,17 11-13 999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 0,85 Vert(Cl) 0A1 11-13 1880 180 BCLL 0, 0 Rep Stress Incr YES WB 062 Horz(CT) 0,09 9 n/a n/a BCDL 10, 0 Code FBC2017/TP12014 i Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc puffins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2= 1260/0-3-8, 9= 1260/0-8-0 Max Herz 2= 111 (LC 12) Max Uplift 2=-355(LC 12),9=-442(LC 13) FORCES. dia) - Max Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2244/717,3-4=-2116/731, 4-5=-2655/944,5-6=-2304/791, 6-7=-18141667, 7-8=- 2054/702, 8-9=-2293/804 BOT CHORD 2-14---546/1971, 13-14=-363/1550, 11-13=-636/2234,9-11=-645/2025 WEBS 3- 14=-3141240, 4-14=-2211504,4-13=-596/1638, 5-13=-13391525, 6-11 =-563/234, 7-11 =- I 761675, 8-1 1=-270/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140rnph (3-second gust) Vasd=108mph, TCDL.=4.2psf, BCDL=3.Opsf, fr=25ft, Cat. 11, Exp B, Encl., GCpp=018 ' MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-0, Extenor(2) 10-6-0 to 25-4- 0, Interior(1) 25-4-0to 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 bottorn 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) This item has been 2=355, 9=442 electronically signed and sealed by Albarl 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, Abani PE No,391 0 MiTok USA, Inc, FL Cort 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23, 2018 WARNING- V. 0dedesign parameters andREAD NOTES ON THIS AND INCLUDED MUSK REFERENCE PAGE 11111-7473 -. 1010312015 BEFORE USE. Design valid for use only .,it, MiTeove connectors. This desigr, is based onlyupn parameters shown, and is for an individual building component, not a buss 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the atilication storage, delivery, erection and bracing of trusses and finess systems, see ANSUTPH Quality Criteria, DSB-89 and BCGI Building Component 6904 Parke East Blvd Safety Inforroation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Al..andna, VA 22314 Tamps, FL 36610 Job Truss Truss Type Cty Ply Park Sgl Sundanpe 1730 A t13325043 IP1730A iA8SPECIAL 1 1 ( lib ReferengeS4Plonalk Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MITek Industries, Inc. Fri Feb 23 13:14:17 2018 Page 1 Io:3zarE5595gH Bq Kd l4OwR6OYzkwee-K3YotSB FPK l dHevxM4m6'1 jgN PyGkg P BtalxZasKzi F 5q 1 _0 f) 1-0-pf 5 6-4 _ -.-.._I 106 0 ( 15-4-0 '19 11-12 24 4 Q 26 10 12 30-0-0 'It 0 0 i - 4 - 2-6-12 { 5-6- 4 4 11 12 4 10 0 7-12 4-4-43-1-4 1-0-0{ Scale = 1 53.0 4x4 II 116 *b .. I lL II 4x5 _ 2x4 11 4x10 = Sys MT20HS 8X8 -- 6x6 '-- 3x10 2x4 II LOADING (psi} SPACING- 2-0-0 csL DBFL. in (loc) toed Lld TCLL 20- 0 Plate Grip not. 125 TC 0-95 Vert(LL) 0,34 12-13 999 240 TCDL 10. 0 Lumber DOL 1,25 BC 0-79 VerbCT) 0-60 12-13 598 180 BOLL 0- 0 Rep Stress Inch NO WB 0-87 Horz(CT) 0,12 9 n7a nta BCDL 10- 0 Code FBC2017ITP(2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No-2'Except* 5-7: 2x4 SP No -1 BOT CHORD 2x6 SP No 1 'Except' 9-14: 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1746/0-3-8, 9=2594/0-8-0 Max Herz 2=111(LC12) Max Uplift 2=-588(LG 8), 9=-1077(LC 9) i Q PLATES GRIP MT20 244t190 MT20HS 187t143 Weight 178 to FT = 20% BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing - WEBS 1 Row at midpt 5-15 FORCES. (to) - Max- Como Max_ Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-340711120, 3-4=-295511097, 4-5=-294311071, 5-6=-642412620, 6-7=-6424f2620, 7-8=-5351t2242, 8-9=-5441I2274 BOT CHORD 2- 16=-101512999, 15-16=-1015I2999, 13- 15=2095I5795, 12-13=-209015792, 11-12=-187414725, 9-11=-195714814 WEBS 3-15=-4911265, 4- 15=-82512276, 5-15=-371611554, 7-11=-3281896, 6-12=-3061209, 5-12=-769I874, 7-12--71212021 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Volt= 140mph (3-second gust) Vasd=108mph: TCDL=4. 2psf, BCDL-3-Opsf, h=25ft; Cat 11; Exp B, Encl-, GCpi= O.18, MWFRS (envelope) gable end zone; Lumber D01E=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10- 0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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=16) 2=588,9= 1077. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 115 lb up at 22- 11-4, and 155 lb down and 160 Ib up at 24-4-0 on top chord, and 1285 Ib down and 552 ib up at 21-1-8, and 64 lb down and 24 lb up at 22-11-4. and 299 ib down and 153 Ito up at 24-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 111 the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back ( B)_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-5- 60, 5-7=-60, 7-10=-60, 2-9=-20 WARNING. - Verify design parameters and READ NOTES ON THIS AND INCLUDED IWTEK REFERENCE PAGE Mft-7473 rev. f0l03(2015 BEFORE USE. Design valid for use only with M4TelOs connectors. This design is based only upon parameters shown, and is for an Individual building component. not a miss system_ Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing tndtcated is to prevent buckling of individual truss web sucker chord members only. Additional temporary and permanent bracing is always req.,,ed 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 ANSIITP11 Quality Canada, DSB-89 and Boat Building Component Safety information available from Truss Plate Institute, 218 N- Lee Slider, 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. Aibant PE No. 39380 MiTek USA, iric. FL Geri 6634 6904 Parke East Blvd, Tampa FL 33610 Date; February 23, 2018 tot 1, 6904 Parke East Blvd. Tampa, FL 36610 Job -- -- Truss Ifree Type -.... — di- 'Ply Park Sql Sundance1730A - T13325043 P1730A A6 :SPECIAL 1 1 Reference -( optional) Mid - Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek industries, Inc. Fri Feb 23 13.14-17 2018 Page 2 I D.3zzrE5595q H BgKd ROwR6GYzkwee-K3Yoi SB F P K 1 dFievxM4m6l jq N PyGkg P BpixZa$KziFSq LOAD CASE(S) Standard Concentrated Loads (lb) Vert, 7=-98(F) 11=-299(1`) 21=86(F) 22=-t285(F) 23=-53(F) eawe. WARNING - Vadee design parneneeers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11111-7473 re+v. 1010312015 BEFORE USE. Design valid for use only with MiTeve, connectors. This design is based only upon per shown and is for wt individual building component, not f it designer m verifythe applicability o{ design parameters and property incorporate this design into the overall Nil atrusssystem. Before Ise, the bm d ng des g e usi e app cab y d s g p p p y p g buiid9og design. E3rac g i?dicaied is to prevent buckling of IndlvXdual truss web and,=or chord tnsmbers only. Additional temporary and peroianent bracing -' Is aairways requiredfor stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the I,bocatton. storage delivery, fee.,d on and brracing of tresses Intl truss systems, see ANSItTP11 Quality Catania, DSB-811 and Bost Building Component ones Parke East Blvd. Safety information o IDabdo lice» Truss Plate metanta, 218 N. Lee Street Suite 312, Alexaadna, VA 22314 Tampa F1 36610 Job T Truss iT russ Type cry Ply Park Sq/ Sundance 1 730A T13325044 IP1730A COMMON t t L--- it31 1 -- -- L ------ JobReference (ophon@I) _---- Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek industries, Inc. Fri Feb 2:3 13 14:18 2018 Page 1 In 3zzrE5595qHBgKd ROwR6OYzkwee-oF6AwoGtAe9UvoU7wnH LawNbn Mg 1 P 1 ?yzbl8QmziF5p 1-00 F --- I ....._...._ 5&A ......... b 40-60 2 21 0 (} t 22 0.0 1------ --_ _........ _....... -- 1-0-0 C 4 4-1-6-0 4 1-1--. 2 5-6-4 1-0-0 Score = 1.38. 1 4,4 3x4 3x4 = 3x4 3x4 --:. 3x4 LOADING ( psi) SPACING- 2-0-0 CSI. TCLL 20-0 Plate Grip DOL 1.25 TC 0.33 TCDL 10-0 Lumber DOL 1.25 BC 0.53 BGLL 0.0 Rep Stress Ina YES i WB 0,19 BCDL 100 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=900/0-8-0, 6=90010-8-0 Max Horz 2= 111(LC 12) Max Uplift 2=- 286(LC 12), 6=-286(LC 13) FORCES. (Ib) - Max. Comp /Max- Ten- - All forces 250 (Ib) or less except when shown - TOP CHORD 2- 3=-1451/448, 3-4=-1302/450, 4-5=-13021450, 5-6=-1451/448 BOT CHORD 2-10=-412/ 1264, 8-10=-174/836, 6-8=-32911264 WEBS 4-8=-204/501, 5-8=-323/243, 4-10 2041501, 3-10=-323/243 DEFL. in (too) Well Lid PLATES GRIP Vert(-L) - 0-06 8-16 >999 240 MT20 244/190 Ved(CT) -0.15 8-16 a999 180 Horz( CT) 0,04 6 bra ale j Weight 97 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4- 7-1 no purlins- BOT CHORD Rigid ceiling directly applied or 9-1- 1 oc bracing- NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuit=14Qmph (3-second gust} Vasd=108mph, TCDL=4.2psf, BCDL=3.0psf; h=25ft, Cat. 11. Exp B. Encl., GCpi=0.18; MWFRS (envelope) gable end zone and G-C Exterior(?) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-0, Extenor(2) 10-6-0 to 13-6-0 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 20.4psf 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 Ib uplift at joint(s) except Qt=lb) 2=286,6=286. This item has been electronically signed and sealed by AIbani, 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 Albans PE klo. 363 G I iTak USA- the, FL Cert 6634 6964 Parks East Blvd, Tampa FL 33616 Date: February 23,2018 WARNING - Verify design pararnaars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE FADE M1t-7473 rev. 10/03/2015 BEFORE USE. Design valid for lase only with ran-ekas conneetors. This design is based only upon parameters shown, and is for an individual building component, not a fnrss system. 6®fore use. the building designer must verify the applicability of design parameters and properly incorporate In. design into the overall Uuiiding design. Biacing indicated is to prevent brickling of individual truss web andVor ehord members only. Add[lianai ferlparary and p®mtanent bracing iTek' is always required for stability and to prevent collapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSIfTP11 Quality Criteria, DSB-63 and 8C81 Building Component 8904 Parke Fast and Safety Information available porn Truss Plate ins4tute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314- j Tampa FL 3661ti Job 11rues 11russType Fly !Park Sql Sundance 1730-A I Qty T13325045 I I P1730A B2 SHIP 1 1 1 L.-_--------- ,Jot) Reference (optional)— Mid -Florida Lumber, Batters, FL- 8,130 s Sep 15 2017 MiTek Industries, Inc_ Fri Feb 23 13:14-19 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-GSfY78DVxxHLXy3KUVoa68vkKrT),_b8UN5CF2hxCziF5o 4 9 4 I __... _9-0-0 12:0_-0 _. _. 16 2 12 :21 0-0 ........ 122 0-0__ I 1-0-0 4-9 4 4-2-12 3-0-0 4-2-12 4-9-4 1-0-0 Scale = 1 37.5 4x8 -- 4x4 3 4x4 - 5x5 .::: 3x8 :::. 4x4 --:: 1 LOADING (psf) SPACING- 2-0-0 ! CSI. DEFL. in (too) I/defl Lod PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,47 Vert{LL) -0,15 9-16 >999 240 MT20 244/190 TCDt_ 10.0 LumberDOL 1.25 BC 0.70 Vert{CT) -0,32 9-16 >780 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 HorzfCT) 0,04 7 Lida n/a BCDL 100 Code FBC201 7ITP12014 Matnx MS Weight 104 in FT = 201 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-6-1 on puriins. POT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 2x4 SP No 3 REACTIONS, (lb/size) 2=900/0-8-0, 7=900/0-8-0 Max Harz 2=97(LC 12) Max Uplift 2=-274(LC 12), 7-274(LC 13) FORCES. rib) - Max. come /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=14621541, 3-4=-1156/427, 4-5=-974/424, 5-6^-1149/424, 6-7=-14611541 PUT CHORD 2- 10=-413/1288, 9-10=213/971, 7-9=-421/1288 WEBS 3-10=- 3611246,4-10=-871317, 5-9=-81/321,6-9=-365/249 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=4.2psr BCDL=3.Opsf, h=25ft; Cat_ 11, Exp B; Enci., GCpi=O.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 12-0-0, Interior(1) 16-4-11 to 22-0-0 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 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 tail 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 to uplift at joint(s) except hit lb) This item has been 2=274, 7= 274_ 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. Albani PE No.383 0 MiTek USA, Inc, FL Cart 6634 6904 Park® East Blvd, Tampa FL 33610 Date: February 23, 2018 WARNING - Verid design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mfl-7473 rev. 1010312015 BEFORE USE. Design veld for use only with Weke connectors. This design is based only upon parameters shown, and is for an individual building component, not 1 a buss system. Before use, the building designer must verify the appreab fily of design parameters and properly incorporate this design into the overall i building design. Snaring indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i' 'e Is always requirednorstabilityandtoprovenlt;oi3epse with possible personal inju,y and property darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses find truss systems, see ANSITIP11 Quality Criteria, DSB-89 and Goal Building Component Bard Parke East Fivd. Safety information available from Truss Plato Institute, 218 N. Les Street Suite 312, Alexandria, VA 22374 Tampa, FL 36610 I.iob Iruss lTrussType Qty Ply Palk Sq/Sundmice1730A f13325046 P1730A 132A till 1 1 Ijlob Reference optional) _ _ ..., Mid Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries Inc Fn Feb 23 13 14 20 2018 Page 1 I D:3zzrE5595gH Bq Kd R OwR6OYzkwee-keDxL U E7 i F P886e W2 C KpfL Svs9l mtx2 FRvnET fziF 5n 1 0-0 .......- 4-9-4 9-0-0- ......_t 1.? Q.0 _...... 16-2-12 21-0-G 1-0-0 4-9-4 4-2-12 -.-3 0-0 4-2-12 4-9-4 . Scale = 1:36.0 4x4 --:- 4x8 - -- i 4x4 - 3x8 -L 4x4 __ 3x4 -'. 4x4 .::. T LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lfd PLATES GRIP TCLL 200 Plate Grip DOL 25 TC 049 Vert(LL) -O 15 8-13 1999 240 MT20 244/190 rCDt 100 Lumber DOL 25 BC 071 Vert(CT) -0 33 8-13 >769 180 BOLL 0-0 Rep Stress incr YES WB 0 19 Horz(CT) 004 7 nla nla BCDL 100 Code FBC2017(TPI2014 Matrix -MS Weight 102 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=8391Mechanical.2=90110-3-8 Max Herz 2=107(LC 12) Max Uplift 7=-243(LC 13), 2=-274(LC 12) FORCES. ( Ib) - Max- Comp./Max. Ten. - All forces 250 (to) or less except when shown_ TOP CHORD 2-3=-1464(550, 3-4=-1152/433, 4-5=-977f432, 5-6=-1154/435, 6-7=-14711546 BOT CHORD 2-10=-45311290, 8-10--238J978, '7-8=-44011298 WEBS 3-10=-3651248, 4-10=81l321, 5- 8=-89t323, 6-8=-373t253 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; Cat. II; Exp B, Encl- GCpi=0.18, MWFRS (envelope) gable end zone 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 12-0-0, Interior(!) 16-4-11 to 21-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=160 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 tail by 2-0-0 wide will fit between the bottom chord and any other members- 6) Refer to girder(s) for truss to truss connections - This item has been 7) Provide mechanical connection (by others) of trusstobearingplatecapableofwithstanding100lbupliftatjoint(s) except (jt=1b) 7=243, 2=274. 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. AEbani PE No.393 Q MiTek USA, Ine, FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING, Vartty daslgn parameters and READ !VOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE M11-7473 rev, 10103/2015 BEFORE USE. Design valid for use on y with MlTekat, connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before rise, the building designer most venfy the applicability of design parameters and properly incorporate this design ,it. the overall building design. Bracing indicated is to prevent buckling of individual truss web anchor chord members only. Additional temporary antl permanent brauret a" " le always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi e fabricatior,. storage, dehvery, erection and bracing of trusses and truss systems, see ANSUTPt1 quality Criteria, 1)88-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 1 Tampa, FL 36610 Job uss russ Type Oty Ply Park Sq/ Sundance 1730 Al T13325047 P1730A I B3 IHIP l _ jJQb,Reference, optiona11 _ MidFloridaLumber, Bartow, FL. 8,130 s Sep 152017 MiTek Industries, Inc. Fri Feb 23 13:14:21 2018 Page 1 I D.3zzrE 5595gHBgKdROwR6OYzkwee-Cqt i JYgFITZX2tnGOibvr2 BZ45TZcEcM WOgZXo?5ziF 5m 1 0-0 I .__ 1 .. 0-0 3 9 4 .. ......_}. 3- 9-4 7, 0 0 ......... t 3- 2-12 1060 -- . 1---. 14 0 0 ........ } 17-2 12 , ........ 21 0 0 -__.. 122 O.:0...i 3- 60 3 6-0 3-2-12 3-9-4 1-0-0 ' Scale = 1.37.5 4x8 = f. 5x4 II 4x8 = 4 20 5 21 6 4x6 - 3x4 -= 4x 3x8- 3x4 = 4x6 :. LOADING ( psf) SPACING- 2-0-0 I CST. TCLL 20-0 Plate Grip DOL 125 TO 0.43 TCDL 10.0 Lumber DOL 1.25 BC 0.88 BCLL 00 Rep Stress Incr NO WS 0.27 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS- ( Ibisize) 2=1778/0-8-0, 8=1778/0-8-0 Max Holz 2=78(LC 8) Max Uplift 2=-821(LC 8), 8=-821(LC 9) DEFL, in (too) Ildefl L/d Vert( LL) 0.16 11 >999 240 VerhCT) - 0-24 11 >999 180 Horz( CT) 0-10 8 n/a n/a PLATES GRIP MT20 2441190 Weight 108 Ib FT = 201 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing FORCES. ( lb) - Max. Comp/Max. Ten- - AH forces 250 do) or less except when shown. TOP CHORD 2-3=3435/1631, 3-4=3218/1553, 4-5=-3226/1591, 5-6=-3226/1591, 6-7=-3217/1553, 7- 8=-3434/1631 BOT CHORD 2-13=-146013034, 11-13=-133112871, 10-11=-1289/2870, 8-10=-9382/3034 WEBS 3-13=-253/218, 4- 13=-218/705, 4-11=-309/554, 5-11=-524/379, 6-11=-310/556, 6- 1 0=-218/703 . 7- 10=-253/219 NOTES- 1) Unbalanced roof live Toads have been considered for this design. 2) Wind. ASCE 7-10; Vult= 140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat. 11, Exp B, Encl-, GCpi=0.18. MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 Ib uplift at joint(s) except dt=11b) 2=821,8=821. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 254 ib up at 7-0-0, 123 Ib down and 142 lb up at 9-0-12, 123 lb down and 142 ib up at 10-6-0, and 123 to down and 142 Its up at 11-11-4, and 219 Its down and 254 lb up at 14-0-0 on top chord, and 417 lb down and 213 ib up at 7-0-0, 89 lb down and 28 lb up at 9-0-12, 89 lb down and 28 lb up at 10-6-0, and 89 lb down and 28 lb up at 11-11-4, and 417 IB down and 213 lb up at 13-11-4 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=l-25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4^- 60, 4-6=- 60, 6-9=-60, 14-17=-20 Concentrated Loads (Ib) Vert_ 4=-172( F) 6=-172( F) 12=-70(i=) 13=-417(F) 11=70(F) 5=-123(F) 10=-417(F) 20=-123(F) 21=-123(F) 22=-70(F) WARNING - Varify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/l-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekS, connectors. The design is based only upon parameters shown, and is for an Individual budding component, not a miss system. Before use, the building designer most verify the appiicabiilty of design parameters and properly incorporate this design into the overai; building design. Bracing indicated is to prevent buckling of indlvldual 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 darnage. For general guidance rogardtng the fabrfcatton, storags, delivery, e cuon and bracing of trusses and miss systems. see ANSUTPrt Quality Criteria, OSB,89 and BCSI Building Component Safety infonnatlon available free Truss Plate Insiituts, 218 N. Lee Street, Sure 312. Alexandria, VA 22314. 1 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 codes. Thomas A. Albani PE Mo.393 0 MiTsk USA, lnc. Fi. Cott 6634 6904 Parke East Blvd- Tampa FL 33610 Date: February 23,2018 WOW 6904 Parke East Blvd. Tampa. Fl, 36610 lob Truss f fuss I ype cry Ply [lark Sq/ Sir I 1 11 danc - e- 1730- 1 A I T13325048 P1730A B3A 1HIP J o-lb RpfebOtl Tpipikonat ...... .... . ... ....... ................ .............. ........ ..... . Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc, Fri Feb 23 13,14 22 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-g1LhiTiAFNEsfvOPou9dM[IkriiXGnzyFiLptyLiDGLXXzjF5I 3-9-4 TM 106-0 14 0-0, 17-2-12 21-0-0 1 0-0 39-4 32-12 3 3 3 396-0 -6-0 -2-12 -4 Scale = 1 36 7 4x8 1 5-4 11 4x8 4 16 5 19 6 I 4x6 - 3x4 - 5X8 3x4 4x6 -- LOADING (psf) SPACING- 2-0-0 CS1, TCLL 200 Plate Grip DOL 1.25 TC 043 TCDL 100 Lumber DOL 1.25 BC 089 BCLL 00 Rep Stress lncr NO WB 026 BCDL 100 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) 8=1 717/Mechanical, 2=1 780/0-3-8 Max Herz 2=87(-C 8) Max Uplift 8=-790(LC 9), 2=-821 (LC 8) DEFL. in (too) bdefl L/d PLATES GRIP Vert(-L) 016 10 -'999 240 MT20 244/190 Ved(CT) -025 10 '999 180 1 Horz(CT) 010 8 ma n/a i Weight 106 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins BOT CHORD Rigid ceiling directly applied or 4-10-13 oc bracing_ FORCES, (to) - Max, Comp /Max Ten. - All forces 250 (Im or less except when shown TOP CHORD 2 3=-3437/1631, 3-4=-3221/1553, 4-5=-3230/1594, 5-6=-3230/1594, 6-7=-3225/1557, 7-8=-3439/1639 BOT CHORD 2-11=-146913037, 10-11 --134112873, 9-1 0=-1 299/2877, 8-9--1410/3048 WEBS 3-11 =-253/155, 4-11 =-223/685, 4 1 Q=-31 0/558, 5- 1 O=-524/379, 6-1 0=-309/555, 6- 9--228/688, 7-9=-260/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult.-140niph (3-second gust) Vasd=108mph, TCDL=4 2psf, 8CEi Opsf, h=25ft. Cat 11. Exp B, Encl , GCpi= 0.181 MWFRS (envelope) gable end zone, Lumber D0L=I 60 plate grip DOL=l 60 3) Provide adequate drainage to prevent water pording. 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) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) except ot=llb) 8= 790,2=821. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 to down and 251 th up at 7- 0-0, 123 to down and 142 lb up at 9-0-12, 123 to down and 142 In tip at 10-6-0. and 123 m down and 142 Ib up at 11-11-4, and 224 lb down and 251 to up at 14-0-0 on top chord, and 411 lb down and 219 lb Lip at 7-0-0, 89 to down and 28 to tip at 9-0-12, 89 lb down and 28 to up at 10-6-0, and 89 Ito down and 28 In up at 11-11-4, and 411 D down and 219 lb up at 13-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others, 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber ncrease=1 25, Plate lncrease=1 25 Uniform Loads (pill Vert 1-4=-60, 4-6=-60, 6-8=-60, 12-15=-20 Concentrated Loads (to) Vert: 4=-1 77(F) 6=-1 77(F) 1 1-41 1 (F) 10=-70(F) 5=-123(F) 9=-41 1 (F) 18--123(F) 19-123(F) 20=-70(F) 21 = 70(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MUbEK REFERENCE PAGE 01,7473rov. 1010312015 BEFORE USE, Design valid for use only with MiToole connectors This design is based only upon pm-bel- shown, and is to, ant,duudruil building component, net a truss system Before,,", the beEiidrug designer most verity the applicability of design parameters and rin,pedy,ocommae, this design it,. --li binding design. Buturat indicated him prevent bacidbig tiudmdual truss web and/or client members only. Additional temporary and permanent bracing is always neq., und to, stability and to prevent collapse with possible personal injury and property damage. Par general guidance regarding the fabricated storage, delivery, erection and bracing of busses and buss systems, see ANSIITPII Quality Guiana, DSB-89 and BCSI Building component Safety Information available from Taiss Plate Insured, 218 N. Lee Street, Suit. ',M, Afe-eina VA 22114 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, Alborg PE No.3910 MiTek USA, Inc. FL Cott 6614 6904 Parke East Blvd Tampa FL 33610 Date: February 23, 2018 MR, M!Tek' 6904 Parke East Blvd Tampa FL 36610 IJob iI russ I loss Type -- - - city Ply Park Sq/ Sundance,1730 A F13325049 P1730A Cl COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL- 8-130 s Sep 15 2017 MiTek indostries, Inc. Fri Feb 23 13,1423 2018 Page 1 i D:3zzrE5595q N BgKd ROwR6OYzkwee-8Dv3zWG??Anm?ZN5jKtWG_4TD NRy4J 1 h7tOv4zziF5k 1__. 1 0 0 -_-. t 4 1O 0 .... ...._. --_ (..._.. ....... ......... 9 0 0 ........ ......I 1-00 - 4100- 420— Scale = 1:19.9 4x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) baled Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1-25 i TC 0,29 Vedli 0.03 6-9 >999 240 MT20 244/190 TCDL 10-0 Lumber DOL 1.25 BC 0-29 VerpCT) -0-04 6-9 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.08 Hor(CT) 0.00 5 n;a nta BCDL 100 Code FBC20171TP12014 Matnx-MP Weight: 36Ib 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 SLIDER Fright 2x4 SP No 3 1-10-10 REACTIONS. (lb/size) 2=418/0-8-0, 5=352f0-1-8 Max Horz 2=76(LC 12) Max Uplift 2=-142(LC 12), 5=-1031LC 13) FORCES. do) - Max- Comp -/Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/203. 3-5=-383/223 BOT CHORD 2-6-121/342, 5-6-121/342 NOTES- 1) Unbalanced roof live loads have been considered for this tlesign. 2) "rind_ ASCE 7-10, Vint=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL-3 First, h=25ft, Cat. II, Exp B, Encl-, GCpi=O-18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-10-0, Exterior(2) 4-10-0 to 7-10-0 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) Bearing at joints) 5 considers parallel to grain value using ANsitrPl 1 angle to grain formula Building designer should verify capacity of bearing surface 6) Provide mechanical connection (by others) of buss to bearing plate at joint(s) 5 This Item has been7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except pt=lb) 2=142, 5=103- electronically Signed and 8) Gap between inside of top chord beating and first diagonal or vertical web shall not exceed 0.500in. 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 Coles. Thomas A. Allami PE Na.393 0 l iTak USA, Inc. FL Cent 6634 6904 parks East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING - Verify design Pararrreters .,to READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11,7473 rov. 101031.2018 BEFORE USE. Design vaild for use only with Mi7eko, 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 Inoorporate this tlesign into the overall tot building design. Bracing hidicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IT L* ks always required for stability and to prevent collapse with possible personal injury and property darmaga. For goneral guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and miss systems, see ANSUTPii quality Chroria„ DSB-99 and SCSI Building Component 6904 parse East Sivd- satety infonmtfan available iram Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job T truss 1Tits s T11 ype 1Qty Ply (Park Sql Surs ance 1730 A T13325050 IP1730A C2 HIP 1 1 ( Mid -Florida Lumber, Bartow, FE_- 8.130 s Sep 15 2017 fell rek Industries, Inc. Fri Feb 23 13:1424 2018 Page 1 ID 3zzrE5595gNBgKdROwR6OYzkwee- cPTRArNelnUvddjylili2Olp8dd5nodpnkrMVAScOziF5j 1 0 0 3-0 is 6-8-0 9-0-0 1 0 0 300 3 8-0 2-4-0 Scale = 1. 19 3 4x4 wo I 2x4 i LOADING ( psf) SPACING- 2-0-0 CSI, TCLL 20. 0 Plate Grip DOL 1.25 j TO 0.34 TCDL 10. 0 1 Lumber DOL 1,25 BC 020 BCLL 0. 0 1 Rep Stress Incr NO WB 0.05 BCDL 10. 0 I Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-10-10 REACTIONS. lb/ size) 6=352/0-1-8, 2=418/0-8-0 Max Hora 6=59(LC 8) Max Uplift 6=-186(LC 9), 2=-187(LC 9) Max Greg 6=367(LC 2), 2=480(LC 19) FORCES. (lb) Max. Comp /Max. Ten. - All forces 250 (to) or less except when shown - TOP CHORD 4-6=-527/269. 3-4=-564f288, 2-3--663/317 BOT CHORD 2-8=-2391557, 7-8=-1991452, 6-7--199/446 4 4xII — 6 0o I12_ DEFL. in (loc) 1/ defl L/d PLATES GRIP Vert(LL) 0-01 7-8 >999 240 MT20 2441190 Vert(CT) -0.02 7-8 >999 180 Horz(CT) -0.01 2 Fla Fire Weight:41 Ib FT= 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 0o purr lins, 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, Volt='140mph (3-second gust) Vasd=108mph; TCDL=42psf; BCDL=3 Opsf, h=25111, Cat- 11, Exp B, Encl , GCp€=0.18; MWFRS ( envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10-0 pat bottom chord live load nonconcurrent with any other Live loads. 5) * This truss has been designed for a live load of 20 doer on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint( s) 6 considers parallel to grain value using ANSIITPI 1 angle to grain formula - Building designee should verify capacity of bearing surface. 7) Provide mechanical connection ( by others) of truss to bearing plate at joint(s) 6. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) except Ft=lb) 6=186,2=187, 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m, 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 Its down and 110 lb up at 11-4-0, 71 Ib down and 52 Ib up at-13-2-0, 172 lb down and 117 Ib up at-14-11-4, 77 Ib down and 104 Ib up at 2-4-0, and 35 Ib down and 50 Its up at 4-2-0, and 84 Ib down and 103 to up at 5-11-4 on top chord, and 104 Ib down and 8 lb up at-11-4-0, 52 Ib down and 4 Ib up at-13-2-0, 127 Ib down and 6 lb up at-14-11-4, 44 lb down and 25 Ib up at 2-4-0, and 25 lb down and 13 tb up at 4-2-0, and 72 In, down and 28 Ib up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) sect€on, 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 WARNING- Verify rewired perennial— sea READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14114473 rev_ 1010312015 BEFORE USE. Design valid for use only with MiTekev connectors. This design is based only upon parameters shown, and e for an individual building component not a truss system. Before use, the buikdog designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing iocinA erl is to prevent burning of In fividuai truss web andtor chord members only. Additionai 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 ANSi(rPn Quality Criteria, DS13-89 and SCSI Building Component Safety information available frown Trues 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. Albani PE No.393 0 Wall: USA, Inc. FL Cart 8834 6904 Parke East Blvd, Tampa FL 33610 Date February 23,2018 i 6904 Parke East Blvd. To pa.Fl, 36610 Jab ttuss `TrussIype Doty ,k'ly Park Sg7Sundance 1730A P 1730A (C;2 HIP l 1 Jo 3 113325050 bReference_(gptionab .... Mid Flonda Lumber, Fla ttow, FL. 8,130 s Sep 15 2017 Mi7ek indu5tile8, Inc Fri Feb 23 13 14,24 2018 Page 2 ID 3zzrE5595gFiBgKdROwR6OYzkwee-cPTRArIletnUvddjytll120lpBdd5l1odpnkrMwScQziF5j LOAD CASE(S) Standard Uniform toads {plf) Vert 4-6=-60, 3-4=60, 1-3=60, 9-13--20 WARNING - Verify do tg parameters arrd READ NOP'ES ON THIS AND INCLUDED MI TEX REFERENCE PAGE M1t-7473 rev. 1010312015 BEFORE USE. Design valid for use only will, bit okO connectors. TMs design Is based only upon parameters shown, and is for an individaai building component, not A miss system. Befts o use the bu idtng designer must verify the applicability of design parameters and properly incorporate this design Into the overall lat building design. Brae ng indicat td is to prevent buckling of oolw,dual truss web andior chont members only. Additional temporary and permanent bracing iTk is always required for stability and tc prevent collapse with possible personal intury and property earnings. For general guidance rogarding the fabrication. the, go, delivery, erecttoo and bracing of trusses and truss s ystahis, soe ANSUTPH Gasify Criteria, DSB-89 and SCSI 6u91ding Compartent 6904 Parke Cast Blvd. Safety Information available Rom Truss Plate InsftWte, 218 N. Lee Street, Suite 312, Alexanchis, VA 22314 Tamps, FL 36610 Job -;Truss TrurssType____ city Ply Park Sql Sundance 1T30-A CJ1 ACK 18 1 T13325051 P1730A dop. Reference Mid-Fanda Lumber, Bartow, FL- 8,130 is Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14,25 2018 Page 1 ID:3zzrE5595gHBgKdR0wR60Yzkwee-5clgOBIGXn1UFtW glv_MP9s8ABnYEi,_aAV?8sziF5i 1-0-0 1 0-0 1 0-0 1-6-0 LOADING (psf) SPACING- 2-0-0 j CSL TCLL 20.0 Plate Grip DOL 1-25 TC 0-07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 00 Rep Stress €ncr YES WB 0,00 BCDL 10.0 Code FBC2017/TP12014 Matrix MP LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 Sri No_2 REACTIONS. (lb/size) 3=10/Mechamcal, 2=130/0-3-8. 4=-0/Mechanical Max Herz 2=41(LC 12) Max Uplift 3=-7(LC 12), 2=-58(LC 12) Max Grav 3=10(LC 19), 2=130(LC 1), 4=12(LC 3) FORCES. (to) -Max. Camp./Max. Ten. -All forces 250 (Ib) or less except when shown Scale = 17.0 2x4 - 4:4. I 1-0-0 EFL. in (Ioc) I/deft Lid PLATES GRIP Vert(-L) 0.00 5 999 240 MT20 244/190 Vert(CT) 0.00 7 999 180 Horz(CT) 0,00 2 n/a n/a j Weight: 5lb FT= 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 ac purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat- II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D01_=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 joints) 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. Thomas A. Alleani PE No.3938o MiTsk USA, Inc. FL Csrt 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 ACkWARNING- Verify deslpn Imrsmaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev, 1010312015 BEFORE USE. MR, Design valid for use only with faffeke, 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 i and/or chord members only. Additional temporary and permanent bracing W 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 ANSItTPn Quality Criteria, [TSB-89 and Best Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N- Lee Street, Sutte 312, Alexandra, VA 22314_ Tampa, FL 36610 Job 1 mss Il loss Type 1 Qty Ply Park Soil Sundance 1730-A 113325052 P1730A CJ3 JACK 14 1 L Job- Reference (optlanalj_ Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 23 13 14:26 2018 Page 1 i D:3zzrE5595gH BgKd ROwR6OYzkwee-ZobCbXI u i 59Ls 15gOTRDucl1 Xa V?tlhy7pgEZg I zi F5h i 0 0 3-0-0 .. { I 1-0-0 0-0 Scale: 1 "=1' 2x4 LOADING (Pat) SPACING- 2-0.0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0,09 TCDL 10.0 Lumber DOL 1,25 BC 0,08 BCLL ITO Rep Stress Incr YES WB 0,00 BCDL 10.0 Code FBC2017/1-Pi2014 Matrix -MP LUMBER - TOP CHORD 2x4 Sri No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=71IMechanical, 2=188/0-3-8, 4=36/Mechanical Max Herz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-64(LC 12), 4=-4(LC 12) Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3) FORCES. Qb) -Max. Comp./Max. Ten- -All forces 250 fib) or less except when shown. DEFL. in (Joe) I/defl Lid PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 2441190 Ven(CT) -0,01 4-7 >999 180 Horz(CT) -0.00 3 nla n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140rnph (3-second gust) Vasd=108mph' TCDL=4.2psf, BCDL=3.Opsf; h=25ft, Cat. 11, Exp B, Encf, GCpi=0-18, MWFRS (envelope) gable end zone 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 par bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 2, 4. 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 codes. Thomas A, Albani PE No.393 0 MiTek USA, Inc. FL Cerf 6634 9904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING - Verify desfgn ja r 1u4.rs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 ray. 1010312015 BEFORE USE, Design valid for use only with West connectors This design is based only upon parameters shown, and is for an Individual building component, riot a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall met building design. E3racing indicated u, 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 ANSiITPl1 Quality Criteria, DSB-89 and SCSI Building Component t Blvd. e East Safety Information available from Truss Plate Insiiiute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke East0 Job Truss P1730A CJ5 Mid-Flonda Lumber, Bartow, FL. type JACK cry iPty i Park Sq/ Sundance-t 730-A I 14 1-13325053 8,130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14.26 2018 Page 1 to 3zzrE5595gNBgKdF20wR6OYzkwee-ZobCbXIu159L.s15gOTRDucizwaS6Hhy7pgEZglziF5h 1-0-0 5-0-0 ) 1-0-0 5-0-0 Scale = 1 17 3 2x4 r LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1,25 TC 0,32 TCDL 10.0 Lumber DOL 1,25 BC 0.26 OCLL 0-0 Rep Stress Incr YES ( WB a00 BCDL 10-0 Code FBC2017/TP€2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=12711vlechanical, 2=264/0-3-8, 4=64/Mechanical Max Harz 2=130(LC 12) Max Uplift 3=-94(LC 12), 2=-80(LC 12), 4=-6(1_C 12) Max Gray 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown EFL In lac) Udeft Lld PLATES GRIP Vert(-L) 004 4-7 >999 240 MT20 244/190 Vert(CT) -0,06 4-7 988 180 Horz(CT) 400 3 n/a nta i Weight 18 to FT = 2l BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 on purldis- 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, Cat 11, Exp B. Encl , GCpi=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber D01_=1-60 plate grip DOL=1.60 2) This truss has been designed for a 10-0 pair 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 in uplift at joints) 3, 2, 4. 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 codes. Thomas A. Albans PE No.3ii 0 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,201 8 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 res, 10/0312015 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- Belpre use, the but€ding (aunquer must verify the applicability of design parameters and properly incorporate this design into the overall ii 10 building design. Bracing indicated is to prevent buckling of individual truss web surfer chord members only. Additional temporary and permanent bracing i MiTek' 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 tnrsses and truss systems, see ANSUTPi1 Quality Criteria, DSB-89 and BCS1 Building component i 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 i4ty IF'iy Park Sill Sundance 1730-A 113325054 P1730A 'lt RUorIRUSS 3 1 I _ _._ _.... .. ..... .... ..... IJob Reference (optional),, Mid Florida Lumber, Bartow, Ft.. 8.130 s Sep 15 2017 Mil ek Industries, Inc. Fri Feb 23 13:14:28 2018 Page: 1 I D-3zzi E5595gN Bq Kd ROwR6OYzkwee-VBiy0DK8giP36KF 2 WeiThz 1 nC UO_giSgQ li8jgi Bz i F5f 0-1-8 I.1 3 0 I i 10-12 1 1 8_12 0-7r8 Scalb 1.50.0 4x4 3x4 --" 1x3 ix3 1x3 =--' 1x3 =1 3x6 FP = 4x4 4x8 - 3x4 !x3 li 1x3 1 2 3 4 5 6 r 8 9 10 11 12 13 14 15 36 e 3- t`~` _. t1 3M __ ..tr% _ {l y _. 35 i 32 31 30 29 28 27 26 25 24 23 2221 20 19 18 17 16 ix3 If 4x4 :_ 1x3 11 4x4 = 4x6 4A3 = 3x6 I'll -- ix3 3x4 fx3 II 3x4 LOADING (psb SPACING- 2-0.0 i CSi. DEFL. in (loc) kdefi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TO 0,83 j Vert(LL) -0,15 29-30 1999 360 MT20 244/190 TCDL 10-0 (_umber DOL 1,00 BC 0.95 Vert(CT) -0.20 29-30 >973 240 BCLL 0.0 Rep Stress Inner YES WB 0.63 Horz(CT) 0.04 16 nJa nla BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight_ 152 lb FT _ 20%F 11 h,E LUMBER- BRACING - TOP CHORD 2x4 SR Not(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ac purlins, BOT CHORD 2x4 SP No_2(flap *Except* except end verticais- 16-22 2x4 SP No 1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 be bracing. WEBS 2x4 SP No.3(flat) `Except" 1-32,15-16: 2x4 SP No.2(flat) REACTIONS. (Iblsize) 32=75010-8-0,16=577/0-8-0.24=1918/0-8-0 Max Gras, 32=779(1_C 3), 16 660(LC 4), 24=1918(LC 1) FORCES. (lb) - Max- Camp /Max. Ten - All forces 250 (lb) or less except when shown_ TOP CHORD 1-32=-773/0, 15-16=-65110, 1-2=-729/0, 2-3^-1775/0, 3-4=2253/0, 4-5=-2253/0, 5-7=-1939/0, 7-8=-1068/71, 8-9=0/811, 9-10=0/1049, 10-11=-1049/537, 11-12=-1543/212, 12-13=-1543/212, 13-14=-1415/0. 14-15=-596/0 BOT CHORD 30-31=0/1405, 29-30=0/2112, 28-29=0/2253, 27-28=0/2253, 26-27-0/1631, 25-26=-283/475, 24-25=-175110, 23-24-1751/0, 21-23-792/626, 20-21=-212/1543, 19-20-212/1543, 18-19=-10/1610, 17-18=0/1155 WEBS 9-24=-188910, 1-31=0/991, 2-31=-940/0, 2-30=0/515, 3-30=-469/0, 3-29=-122/337, 15-17=01810, 9-23=0/1 124, 14-17=-778/0, 10-23=-1032/0, 14-18=-21/362, 10-21 =0/730, 13-18=-272/116, 11-21=-888/0, 13-19=-420/0, 11-20=0/293, 9-25=0/1313, 8-25=-1237/0, 8-26=0/873.7-26=-827/0. 7-27=0/499, 5-27-612/0 NOTES- 1) Unbalanced floor live loads have been considered for this design_ 2) All plates are 3x3 MT20 unless otherwise indicated, hIS Item has been3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends of restrained by other means. electronically Signed and 4) CAUTION, Do not erect truss backwards. 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. Albani PE No,393 0 till USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date, February 23,2018 WARNING, Vw'tfy destyn par > netxrs and READ NOTES ON THISAND INCLUDED MlTEK DIFFERENCE PAGE Mtd-I473rev. 1010312015 BEFORE USE. Design valid for rase only with kinekal connectors. This design's based only upon parameters shown, and is for an individual building component, not ! r IIa !Hisssystem. Seto e use, the butid'ng designer rnusl verify the appiicabiltty of design parameters and properly Incorporate this designrinto the over a IS budding design 0, an,rig Indicated is to prevent buckling of i xd'va rat loss web anchor chord membeis only. Additionsl temporary and permanent bracing Welk' is always;egn,, ed for stab!Rty and to prevent collapse with possible personal Inkly and property damage. i'or geaierai guidance regarding the fabrication. storage. delivery, ere hon and bracing of trusses and truss sy sterns, see AN51tTPi1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Hivd. Safety Information avatiabie iron; Truss Plat€ insfiite. 218 N Lee Sn'aet. Sure 312. Alexandria. VA 22314. Tampa FL 36610 rJob 'Truss Truss Type Qfy (Ply Park Sq/Sundanco 1730-A ' 113325055IP1730AF1AGABLE11 I uRference pptign-- MEd -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. FrirE Feb 23 13,14.29 2018 Page 1 In 3zzrE5595qN BgKd ROwR6OYzkwee-zNGKEZ Lmt>OYwj UqF 3b_wWF KY WoYhU 2Aa VoTD Ndzi F 5e 0- 118 0- Scale 114`= V i 5 49r 2 48 34 FP 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x6 FP -- 24 i 2 51 25 10- 11-4 10- 10-14 12-3-4 20-5-4 24-5-4 25-7-4G26-11-4 I i 7-4 Z j`-4 { 4 45 7 4 fi-91 4 I--'+-4._ i f 4 i.1: t 1J1.-4- 114 11-3 11? 3 4 F-1i:7 4.1.1 I.fi 3 Q _t1 7 4 I11 4 _t--A 5 r t1- 7.4 _ 4-6 1-4-0 14 U Y-'1-40 1-4-Ei 1-4-0 -9-4 Q-tj-6 -10 6 1-4-0 1-4-0 1-4-0 ` 1-4-0 1-4-0 1 4 0 p- 0 1-4 0 1-4-4 D 0 rib-2 1 2 A 1-4-0 17-4—' 07140112 LOADING ( Pat) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1-00 TC 0,11 Vert(LL) nla nfa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1-00 BC 0,01 Vert(CT) Na me 999 BOLL 00 Rep Stress Incr YES WB 0.03 HOrz(CT1 0 00 25 n!a nfa BCDL 5-0 Code FBC2017ITP12014 Matrix-R Weight_ 127lb FT = 20%F, 11%E LUIVIBER- BRACING - TOR CHORD 2x4 SP No.2(flab TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No REACTIONS. All bearings 29-10-8. lb) - Max Gray All reactions 250 Ib or less at joints) 48, 25, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26 FORCES. ( to) - Max. Comp./Max - Ten- - All forces 250 (lb) or Less except when shown- NOTES- 1) All plates are 10 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (-e_ diagonal web)- 4) Gable studs spaced at 1-4-0 on, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ao and fastened to each truss with 3-10d (0-131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 coppies. Thomas A. Albani PE Na,=o Wak USA, Ina. FL Cert 6634 6904 Parke Bast Blvd, Tampa FL 33610 Date: February 23,201E-3 AO, WARNING- Verify dae spo parameters and REAP NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE 14114473 rau- 1010312015 BEFORE USE. Design valid for use only with Moek D connectors. This residue 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 interne overall boiling design. Bosong indicated is to prevent buckling of individual truss web and/or chord membors only. Additional temporary and permanent bracing °` ` is always required for stability and to prevent collapse with possiblem personalinjuryandpropertydaage. For general guidance regarding the S fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DS8-88 and SCSI Building Component ( 6904 Parke East Bivd. Safety Information available from Truss Plate Institute, 218 N. Lee Stoodt Suite 312, Alexandria, VA 22314. Tampa, FL 36610 IJob Truss r ` i russ 1•ypo (lty P!y Park Sqt Suadanoe-]73c-A r13325056 111730A F2 IROOFTRUSS 4 1 4ob Reference (optional) _ J Mid Florida Lumber, Bartow, FL. BA30 s Sep 15 2017 MiTek Industries, Inc Fri rob 23 13:14:30 2018 Page 1 I D.3zzrE5595q FI BgKd ROwR6OYzkwee-RZc iRvMOMKgnl-eP Rd I V93SsZ2 BfOD LIjkSCrtlp3zf`5d 0-1-8 1. I..1 30 r1 012..i ? ).:8.1 Scale = 1 431 4x6 3x4 4x4 3x6 FP 3x4 .::.: 4x4 =_' 3x6 2 3 4 5 6 7 8 9 '10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 '15 1.5x4 II 4x6 3x4 = 3x8 MT20HS F 9x3 II tx3 ii 4x4 46 = 3x1© = 1.5x4 111x3 li 4x4 1 5x4 SP LOADING (psf) i SPACING- 2-0-0 csl. DEFL. in (loot hued Lld TCLL 400 Plate Grip DOL 1-00 TC 0-76 Vert(LL) 0.30 24-25 799 360 TCDL 10.0 LurnberDOL 1-00 BC 0.97 Vert(CT) 0.42 24-25 583 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.06 19 n:ra n/a BCDL 50 Code FBC2017ITP12014 Matrix S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat)'Except' TOP CHORD 9-14: 2x4 SP DSS(fiat) BOT CHORD 2x4 SP No 2(flat) *Except* BOT CHORD 15-26: 2x4 SP No.ID(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (It/size) 30=975/0-8-0, 15=-253/0-3-8, 19=2079/0-3-8 Max Uplift 15=-483(LC 3) Max Gray 30^977(1 C 10), 15=160(LC 4), 19=2079(LC 1) FORCES. (to) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-30=-971/0, 14-15=-1681456, 1-2-943/0, 2-3=-2399/0, 3-4=-32631Q, 4-5--3552/0, 5-6=-3440/0, 6-7=- 2918/0, 7-8=-1795/0, 10-11-0/2474, 11-12=0/2474, 12-13=0/1396, 13-14=-451592 BOT CHORD 28- 29=0/1821, 27-28=0/ 2949, 25-27=0/3559, 24-25-0/3440, 23-24=0/3440, 22-23=0/3440, 21-22=0/2480.20-21=011079, 19-20=- 1074/0, 18-19=-1396/0, 17-18-1396/0, 16-17-1396/0 WEBS 1-29=0/1282, 10-19=-1872/0, 2-29=-1221/0, 10-20=0/1431, 2-28=0/804, 8-20=-1378/0, 3-28=-765/0, 8-21=0/1010, 3- 27-0/437, 7-21=-966/0, 4-27=-412/0, 7-22=0/634, 6-22=-811/0, 5-25=-241/392, 5- 24=-329/80, 6-23=-61/350, 14-16=- 789/60, 12-19=-1618/0, 13-16=0/1093, 12- 18=0/545, 13-17-569/0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight. 136 lb FT = 20°/nF 11 %E Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals Rigid ceiling directly applied or 2- 2-0 oc, bfacing- NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 26 = 11 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 15- 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0,131" X 3") neils- Strongbacks to be attached to wails at their outer ends or restrained by other means 7) CAUTION, Du not erect truss backwards. WARNING - Verfiy dosign paran eearc and READ NOTES ON ' LHIS AND INCLUDED M17-EK REFERENCE GAGE 01-7473 rev. 1010312015 BEFORE Use. Design alid for use only .,if, MiTekdt connectors This design is based only upon parameters shown, scale, for an individual building component, not a moss system. Dormouse than ding designer must verify the applicability of design parameters and properly Incorporate this design cap the overall building design. Bracing indicated is to preveni buck3ing of individual truss web andror chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse Min possible, personal injury and property damage. For general guidance regarding the fah"Cation, swage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and SCSI Building Component Safety Information available roo Truss Plate Institute, 218 N. Lee Street, Suit® 312- Aiexandna, 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. AlbaniPE Ner.303 0 Mark USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 is 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type 1aly (Ply (lark Sq/ Sit ndance-1730-A T13325057 P1730A F2A ROOF TRUSS Qk Refe enC@SfiI1aE Mid-flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek industries, [tic Fri Feb 23 13-14-31 2018 Page 1 In 3zzrE5595gHBgKdROwR6OYzkwee-vmO5eFM16doezo_dBOQObgFjxb?nylBsz6yKMWzIF5c 0-1-8 Scale - 1 43.2 4x4 -- 1x3 -_-. 4x6 --- 1x3 = 3x4 = 3x3 == 3x3 = 3x3 == 3x3 = 3x4 = 3x6 FP - 4x6 -= 6x6 = 4x6 = 3x6 =_ 1 2 3 4 5 6 7 8 9 10 11 12 13 30 4 129 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 1_5x4 it 4x6 := 3x4 -- 3x8 MT20HS FP --- tx3 11 1.5x4 II 3x4 4x6 ------ 4x6 - ass '-- 4x6 - 30 11 15x4 Sri -::-:3x3 6x6 -.. 3x3 4 12 1 t! 9 25 E-4.... 21 0 12 7 F3 ...-.... 4 01011111111, Plate Offsets (X,Y) 1 Edge Q 1 8j [17 0 3 Q edge] LOADING (psf) SPACING 2-0-0 CSI. DEFL. in (too) Ildefi Ud PLATE$ GRIP TCLL 40.0 Plate Grip D( 1-00 TC 0-82 j Verpl-L) 0 31 22-23 812 360 j MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 1.00 Vert(CT) 0.42 22-23 1591 240 MT20HS 187/143 BCLL 0-0 Rep Stress Incr NO WF3 0.83 Horz(CT) 005 17 nta n/a BCDL 5-0 Code FBC2017/TP12014 I Matrix-S Weight 134lb FT-20%F 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No l(flat) TOP CHORD BOT CHORD 2x4 SP No *Except* 14-24, 2x4 SP DSS(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 28=946/0-3-8, 14=-25715-5-0, 17=4771/5-5-0, 15=-47915-5-0, 16-41515-5-0 Max Uplift 14=-257(LG 1), 15=-479(LC 1), 16=-415(LC 1) FORCES. (Ib) - Max. Comp -/Max. Ten. -Ali forces 250 (1b) or less except when shown. TOP CHORD 1-28=-940/0, 13-14=0/259, 1-2-910/0, 2-3=-230210, 3-4=-3104/0, 4-5=3326/0, 5-6=-309510, 6-7=-2380/0, 7-8=-1066/0, 8-10=01837, 10-11=0/3363, 11-12=012499, 12-13-0/416 BOT CHORD 26-27=0/1757, 25-26=0/2817. 23-25=013379, 22-23=013095, 21-22=0/3095, 20-21=0/3095, 19-20=011831, 18-19=0/254, 17-18=-193410, 16-17=-336310, 15-16=-131710 WEBS 11-17-343210, 1-27=0/1236, 10-17=-190310, 2-27=-117810, 10-18=0/1526, 2-26=0/759, 8-18=-151710, 3-26=-717/0, 8-19=011130, 3-25=0/398, 7-19=-106310, 4-25=-38310, 7-20=01765, 6-20=-1024/0, 5-23=-154/503, 5-22=-386110, 6-21=0/414, 13-15=-554/0, 12-15=011252- 12-16=- 164410, 11-16=011749 Structural wood sheathing directly applied or 5-8-7 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,16-17,15-16, NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated 3) The Fabrication Tolerance atjoint 24 = 11 % 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 14, 479 Ib uplift at joint 15 and 415 lb uplift at Joint 16. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0, 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pip) Vert: 14-28=-10, 1-13=-100 Concentrated Loads (11b) Vert: 11=-1775 WARNING - verify design Parameters anti READ NOTES ON THIS AND INCLUDED Mt TEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITekea connectors. This design is based only upon parameters shown, and is for an individual building component, not a toss system. Before use, the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated ism prevent buckling of oclividuai truss web and/or chord members only. Additionat temporary and permanent braetng is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, actively, erection and bracing of trusses and truss systems, see ANSUTPI1 quality Criteria, DSB-89 and Boar Building Component Safety Infomtatfon available front 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 co(JIes, Thomas A. Albam PE No, 3838Q MiTek USA, Inc. FL Gent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 23, 2018 iT k' 6904 Parke East BI d. Tampa, Pl 36610 Job l i nrss t mss Typc oty Ply Pa[k SqI Sundance 7730 A 113315058 ! IP1730A (13 ROOF TRUSS 3 1 l i r _ -.- _ , Job Reference (optional) Mid - Florida Lumber, Bartow, FL- 8,130 s Sep 15 2017 MITek Industries, Inc. I'd Feb 23 13.14:32 2018 Page 1 ID- 3zzrE5595gNBgKd ROwR6OYzkwee-NyyTsbNttxwVayZplijXdBtyvm7NighFYOBmhiuyziF5b 0- 1-8 H I... , 3 0....y r1 0 1.2--, Y=r--81 Scale = 1.425 4x6 '-- 3x4 4x4 -- 3x6 FP -_-= 3x4 -::: 4x4 '. 3x8 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1. 5x4 r . 4x6 3x4 = 3x8M120rSFP =- 10 L 1x3 II 4x4 4x6= 4x8 = 2x4 II 4x6 15x4 SP = 1;x3 II LOADING ( pat) SPACING- 2-0-0 CSI. DPFL in (too) I/dell L!d PLATES GRIP TCLL 400 1 Plate Grip DOL 1 00 TC 075 Velt(LL) -0 29 24-25 >851 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 VerpCT) -0,39 24-25 >620 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WE0-70 Horz(CT) 0,05 19 n/a nla BCDL 50 i Code FBC2017rTP12014 Matnx-S Weight 135 lb FT = 20%F 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, 9- 14- 2x4 SP DSS(flat) except end verticals. BOT CHORD 2x4 SP No 2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing_ 15- 26. 2x4 SP No.1D(flat) WEBS 2x4 SP No REACTIONS. ( Iblsize) 30=947/0-8-0, 15-423/0-3-8, 19=2239/0-3-8 Max Uplift 15=-632(LC 3) Max Giant 30=949(LC 10), 15=93(LC 4), 19=2239(1-C 1) FORCES. ( ib) - Max- Comp /Max- Ten. - All forces 250 (to) or less except when shown - TOP CHORD 1-30=-943/0, 14-15=-1001609, 1-2=-913/0, 2-3=-231110, 3-4=-311710, 4-5=-3348/0, 5-6=-319210, 6-7=-262610, 7-8 144510, 8-10= 01413, 10-11=0/2884, 11-12=0/2884, 12-13=0/1692, 13-14=0/758 BOT CHORD 28-29=0/1762, 27-28=012831, 25-27=013386, 24-25=0/3192, 23 24=0/3192, 22-23=0/3192, 21-22=012157, 20-21=01700, 19-20=-146610, 18-19=-1692/0, 17-18--1692/0, 16- 1 '7=-1692/0 WEBS 1-29=0/1240, 10-19=-1899/0, 2-29=-118110, 10-20=0/1464, 2-28=0/764, 8-20=-141710, 3-28=-724/0.8- 21=0/1047, 3-27=0/397, 7-21=-999/0,4-27=-374/0, 7-22=01662, 6-22=-85010, 5-25=-1971431, 5-24=-348/60, 6- 23-401368, 14-16=-100910, 12-19=-1766,/0, 13-16=0/1270, 12-18=01628, 13-17=-654/0 NOTES- 1) Unbalanced floor live loads have been considered for this design- This item has been All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated electronically signed and 4) The Fabrication Tolerance atJoint 26 = 11% Sealed by Albani, Thomas, PE 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift atjoint15. using a Digital Signature. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 on and fastened to each truss with 3-1Od (0,131" X 3") nails- Printed copies of this Strongbacks to be attached to walls at their outer ends or restrained by other means. document are not considered 7) CAUTION, Do not erect truss backwards, signed and sealed and the signature must be verified on any electronic copies. Thomas A. All PE No.393 0 MiTok USA, lnc. FL coil 0634 6904 Parke Eaet Blvd. Tampa FL 33610 Date, February 23,2018 WARNING - V vier das7gn hararnafars andREADNOTESONTHISANDINCLUDEDMITEK REFERENCE PACE 1411-7478 rev. 101031201S BEFORE USE, Design valid for rise only with Mi 1 ekx, connectors This design is based only upon pararnelers shown, and is for a-oi vldual building component, not I a truss Syarto Before use, the building designer must verify too appricability of design parameters and properly incorporate this design into the overall building design. 8rar nq indicated is to prevent b wHing iffindividual tn,ss web and/or chord members onlyAriddionai temporary and perrnaneni bracing elk' s always required for stablay and to prevent collapse with possible personal Injury and properly damage. For genera! guidence regarding ttae fabrication, storage- delivery- -'cnnn and bracing of trusses and truss syeres, see ANSBTPH Quality Criteria, 066-89 and Be51 Building component 6904 Parke East Blvd. Safety efoorenji, n available from Truss Plate Ifly, tole. 218 N. Lee Street, Suite 312. Aosandna, VA 22314. l Tarnpa. FL 36610 Job rftss . iruss Type c y Ply Park Sq/ Sunctance-1730-A P1730A IF4 IROOF TRUSS 12 1 T13325059 l r ,Job Roseanne-aoihonal}_.. Mid -Fonda Lumber, Barlow, FL- 8130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 23 13 14.33 2018 Page 'I 1D 3zzrE5595gNBgKdROwR6OYzkwee-s8Wr3wOHeF2LC6801R3sg5UDjPI301ID9QQRQQOz€F5a a-1-tf 1 4 H Scale= 1.34.8 3x6 FP __. 4x4 --. 4x6 -_ 6 9 10 11 I bra I; 4x6 3x8 MT18HS FP = ix3 li 4x4 -- 4x6 -=- 4x4- LOADING (psf) SPACING- 2-0-0 CST. DEFL. in (loc) Ifdefl Lld TCLL 40-0 Plafe Grip DOL 1.00 TC C-93 Vert(-L) 0.41 16-17 607 360 TCDL 10.0 Lumber DOL 1.00 BC Crag Vert(CT) 0-56 16-17 443 240 BOLL 0.0 Rep Stress Iner YES VVB 0.73 Horz(CT) 0.08 12 n/a Na BCDL 50 Code FBC20171TP12014 Matrix S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP No.1(flat) 'Except' 12-20: 2x4 SP DSS(flat) BOT CHORD WEBS 2x4 SP No REACTIONS. (re/size) 23=1131/0-8-0, 12=1131/0-8-0 FORCES. (Ib) - Max- Colmp./Max- Ten. - All forces 250 (Ib) or less except when shown - TOP CHORD 1-23=-1124/0, 11-12--1123/0, 1-2=-1108/0, 2-3=-288710, 3-4=-40471Q 4-5=-476810, 5-6=-476810, 6-7=-467910, 7-8=-408410, 8-10-2920/0, 10-11 =-1 158/0 BOT CHORD 21-22=012144, 19-21=013596, 18-19=014495, 17-18=014768, 16-17=0/4768, 15-16=014526, 14-15=013621,13-14=0/2191 WEBS 11-13=011541, 1-22=011506, 10-13=-143610, 2- 22--1442/0, 10-14=011014, 2-21=011033, 8-14 976/0, 3-21--98710, 8-15=01644, 3-19=0/ 627, 7-15 615/0, 4-19=-62410, 7-16=-27/397, 4-18=-85/671, 6-16=-4681234 PLATES GRIP MT20 244/190 MT18HS 244/190 Weight_ 108 ib FT = 20 t E 1 1 %E Structural wood sheathing directly applied or 2-2- 0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0- 0 oc bracing- NOTES- 1) Unbalanced floor live Toads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated_ 3) All plates are 3x3 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0. 131" X 3") nails. Strongbacks to he attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albania 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 codes. Thomas A. Albans PE No.393 0 MITek USA, Inc. FL Cott 6634 6904 Parke East Blvd- Tampa FL 33610 Date: February 23,2018 WARNING • Vartfy design p- 111 ter. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtt- P47? rev. 1010312015 BEFORE USE. Design valid for use only with NeTev& connectors. Thrs 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 trio the overall Dot building design. Bracing indicated is to prevent backfing of irdiwduai truss web andfor chord memGers only. Additional temporary and permanent bracing i t" is auvays required for stability and to prevent collapse with possible personal injury and property damage. For gen®rat guidance regardingthee eten atian, storage, delivery erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, RSB-Sg and BCSI Building Component 6904 Parke East ravd. Safety mforma[lon available from Truss Plate Institute, 218 N. Low Street, Suite 312, Alexandra, VA 22314. Tampa Fl_ 36610 T13325060 Job Truss --- (truss Type -- fty IPIyPark Sql Sundanc.e 1730-A arP1730AROOFTRUSS ! Job Reference (optional).-__ _ Met Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc Fri Feb 23 13 14:34 2018 Page 1 I0-3zzrE5595gFlBgKdROwR6OYzkwee-KK301 IGPvPYACgFjCs8a5Dl I D_pOf97pJf4A_ztziF5Z 0-1-8 li 1 3 0---i i0 9 12 Scale = 1 33.£ 4x4 1x3 sl 3x6 FP = 4x4 - 4x6 =_ 2 3 4 5 6 7 6 9 10 11 1.doe 11 4x6 UsMT20FISFP - 1x3 i! 4x4- 4x6 i 5x4 SP 4x4 r: LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (too) Udefl Ltd TCLL 40.0 Plate Grp DOL 1-00 TC 0.83 Vert(LL) -0.38 16-17 >625 360 TCDL 10.0 Lumber DOL 1 00 BC 0.99 Vert(CT) -0-53 16-17 >456 240 BCLL 00 Rep Stresslnci YES WB 071 Hcez(CT) 0-09 12 n;'a n/a BCDL 5.0 Code FBC20177TP12014 Matrix S LUBBER- BRACING- T OP CHORD 2x4 SP No-2(fiat) TOP CHORD BOT CHORD 2x4 SP No 'Except' 12-20. 2x4 SP No-1(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lbisize) 23= 110010-7-4, 12=1100JMechanical FORCES. (a) - Max_ Cornp-/Max_ Ten_ - All forces 250 (to) or less except when shown_ TOP CHORD 1-23=-1093/0, 11-12=-109310, 1-2=-1075/0, 2-3=-278910, 3-4=-388910, 4-5=-452210, 5-6=-452210, 6-7=- 4453/0, 7-8=-3922/0, 8-10=-282110, 10-11=-1123/0 BOT CHORD 21-22=0/2079, 19-21= 013468, 18-19=014301, 17-18=0/4522, 16-17=014522, 15-16=0/4331, 14-15=013491,13-14=012124 WEBS 11-13=0/1495, 1-22=0/1461, 10-13=139210, 2-22=-1397/ 0, 10-14=01970, 2-21=0/988, 8-14=-93210, 3-21=-94510, 8-15=01599, 3-19=01586, 7-15=-56910, 4-19=-572/ 0, 7-16=-701352.4-18=-117/569, 6-16=-385/220 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 Ib FT = 201 F, 11 °hE Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2- 0 oc bracing_ 19-21,17-18,16-17- NOTES- 1) Unbalanced floor live loads have been considered for this design_ 2) All plates are MT20 plates unless otherwise indicated 3) All plates are 3x3 MT20 unless otherwise indicated_ 4) The Fabrication Tolerance at joint 20 = 11 5) Refer to girders) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 0o and fastened to each truss with 3-10d (0,13'1" X 3") nails- Strongbacks to be attached to walls at their outer ends or restrained by other means_ 7) CAUTION, Do not erect truss backwards. all WARNING - Verify design perarnetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAVE MN-7473 rev. 1010312015 BEFORE USE. Dealer, valid for use only with Malekllb connectars. Thus design m based only upon pararnaters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design p utnisi ars and properly incorporate this design into the overall bulkfing design. Bracing indicated is to prevent buckling of individual truss web snare, 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 darer a! guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate institute. 218 N. kee Street, sure 312, Alexandra, 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 codes. Thomas A. Albani FIE No,393 0 DTak USA, Inc, FL Cart 6634 6994 Parke East Blvd, Tampa FL 33610 Date February 23, 2018 Welk' 6904 Parke East Blvd. ampa. Pt 36010 Job Truss -- Truss Type TQty Ply JParkSglSundance-1730A Ct33250&1 P1730A F7 ROOFTRUSS1 t Mid Florida Lumber, Bartow, FL, 8-130 s Sep 15 2017 Mil ek Industries, Inc. Fit Feb 23 13-14:34 2018 Page 1 In 3zzrE5595gHBgKdROwR6OYzkwee-KK3DHGPvPYACgFjCs8a5Dl1JnpF69l4Jf4A_zrziF5Z 0 li 18 Scale = 1 21.8 2 ix3 ' I 3 A 5 6 3xE -- 14 13 12 1'1 10 9 8 tz3 i, T LOADING ( par) SPACING- 2-0-0 CSL DEFL. in cc) Irdefl Lld PLATES GRIP TOLL 40.0 Plate Grip DOL 1-00 TC 0-39 Vert(LL.) Ma ISO 999 j MT20 244/190 TCDL 10-0 Lumber DOL 1.00 BC 0,06 Vert(CT) rite BID 999 I BCLL 0-0 Rep Stress incr YES WB 0.05 Horz(CT) 0-00 8 BID BID BCDL 50 Code FBC2017fTP12014 Matrix S Weight 70 to FT = 20'X F 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing 12-13,11-12, REACTIONS. All bearings 13-1-12. lb) - Max Gras All reactions 250 lb or less at join(s) '15, 8, 9, 14, 13, 11, 12 except 10=303(LC 1) FORCES. ( lb) - Max Comp /Max- Ten- - All forces 250 (Ib) or less except when shown- NOTES- 1) All plates are 3x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing, 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails - Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by AIbani, 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 codes. Thomas A, Allgard PE No.393 0 MiTek USG, ino. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nt11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTen3£ connectele 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 J(8` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f a & 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. Lae Street. Sure 312. Alexandria. VA 22314. ( l ampa. FL 36610 Job Ifund ilrUSS iVDe Oty Ply IParkbgdSutrdance-1730A P1730A IF13 Poor TRUSS 11 1 r133250Fi2 I job, Reference_(optional)__.... Mid Florida Lumber, Bartow, Ft-. 8.130 s Sep 15 2017 Mi rek Industries, Inc Fri Feb 23 13 14.352018 Page 1 ID 3zzri-5595gHBgKdROwid6OYzkwee-oXdbUcPXAsl3SPHOQs5KmWaUbCX7uhsSukwXVHziF5Y 0-1-d 1-3-0 ..; 1 1-0-12 i Scale = 1:17.1 lx3 1x3 2 3 4 LOADING (psf) SPACING- 2-0-0 1 CST. DEFL. in loc) Well LId TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0 02 8-9 1999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) 0,03 8-9 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 7 nta nta BCDL 5.0 Code FBC2017ITP12014 I'v ixS LUMBER- BRACING - 3x6 6 PLATES GRIP M-120 244/190 Weight_ 51 to FT , 20 /aF, 11 1 E TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No_2(flat) except end verticals. WEBS 2x4 SP No_3(flan BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. 0bisne) 12-49570-8-0, 7=4951Mechanical FORCES. (Ib) - Max_ Comp./Max Ten - All forces 250 (Ib) or less except when shown - TOP CHORD 1-12=-491J0, 6-7=-491/0, 1-2=-41910, 2-3=-90710, 3-4=-907/0, 4-5=90710, 5-6=436I0 BOT CHORD 10- 11 0/794, 9-10-01907, 8-9=0/808 WEBS 6-8= 01580, 1-11=01569, 5-8=-51810, 2-11=-52310, 5-9— 51263. 2-10=0/274 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Refer to gjrder(s) for truss to truss connections- 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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 codes. Thomas A. Albani PE No.393 0 iRiTek USA, Ine, FL Cott 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING - Verrfiy deslya Par efers cad READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE. ff Design valid for use only with Mi7ek* 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 prop.try 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' ' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the tabricaeon, storage dclisery, erection sold pion of trusses and truss systems, see ANSIITP11 Quality Guiana, OSB-89 and Boar Building Component 89©4 Farke East Blvd. Safety Information available from Truss Plate institute, 218 N Lee Street. Suite 312, Alexandria, VA 223114. Taonpa, FL 36610 Job Trrlss 11 nlss Type _ [airy !Ply Park Sq( SUndance 1730-A T13325063 1 P1730A F9 IROOF TRUSS 2 1 Job Rgfergneglop4!on9p _.. Mid-FEonda Lumber, Bartow, iR_ 8.130 s Sep 15 2017 MTek Induatnes, Inc Fu Feb 23 13 14:36 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-G)B_iyQ9xAQw3Zsb_ZcZlj6kfcxedBDc6Ot5ljzii-5X 13-0 _.... { x' i-=' 3x6 -- 1 3x6 =- 2 3 1x3 iI 4 Scale = 1.9.4 3x3 :::::. 3x3 7 6 3x3 11 3x3 11 LOADING (psi? SPACING- — 2-0-0 CSI. DEFL. in too) Well Lld PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0,11 Vert(LL) -0,00 6 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0,06 Vert(CT) -0 00 7 >999 240 BCLE. 0.0 Rep Stress Incr YES WB 0.08 HOrz(CT) 0-00 5 n/a nla BCDL 5,0 ( Code FBC2017ITP12014 Matrix-S l l Weight 24 lb FT 20! F 11 % E LUiNL3ER- BRACING - TOP CHORD 2x4 SP No-2(flan TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals WEBS2x4 SP No BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/size) 8=170tMechanical, 5=170/Mechanical FORCES. ( lb) - Max- Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections_ 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 did (0,131° X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means Thisitem 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 codes. Thomas A. Albans PE kirTH 0 MiT® h USA, Inc. FL Cart 6634 6904 Parke East Blvd Tampa FL 33610 Date February 23,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE Mfl-7473 rev. 1010312015 BEFORE USE, Design valid prose only with MITekar connectors. This design is based only upon parameters shown, and is for an individual building component, not a tnrss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall bu8ding design. Bracing indicated is to prevent buckling of individual truss wen andlor chord nembars anly. Additianat temporary and permanent bracing{` is always required for stability and to prevent collapse with passibr. parsonai injury and property damage. For general guidance regarding the a a iTek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality criteria, DSB.88 antl Best Bedding Component 6904 Parke East Bivd. Safety Information avwiable fiom Truss Plate Instal te. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, ft- 36@to Job TrussI Truss Type PlPr'akSgiSundance-ark-A T13325064 P1730A 1113 JACK I3 1 l_. ....... .. ..__. l____. ,Job [Reference ..(optional)_....... Mid Florida Lumber, Bartow, FL_ 8,130 s Sep 15 2017 Mil'ek Industries, Inc Fri Feb 23 13,14:36 2018 Pape 1 iD: 3zzrE5595gF1BgKdROwR6OYzkwee-GjB_iyQ9xAQw3Zsb_ZcZ1j6kOcwLdCQc6Of51jziF5X 3- 0 10d0 Scale. 1"=T' 2x4 i _. ..... ....._ -- 7 LOADING ( Fish SPACING- 2-0-0 r iCSI. DEFL_ in too) I/defl L/d ! PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.09 ! Vert(LL) -0,00 4-7 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.08 Vett(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0-00 Horz(CT) -0,00 3 nia n/a f BCDL 10 , Code FBC2017/TPI2014 Matrix -MP Weight:11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=711Mechanical, 2=188/0-8-0, 4=36/Mechanical Max Horz 2-85(1_C 12) Max Uplift 3=-52(LC 12),2=-64(LC 12),4=-4(LC 12) Max Grav 3=71(LC 1).2=188(LC 1),4=52(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vu1t=140rnph (3-second gust) Vasd^108mph, TCDL=4.2psf, BCDL=3Opsf. h=25ft, Cat 11, Exp B, Encl , GCpi= O-18, MWFRS (envelope) gable end zone 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 fora 10.0 psf bottorn chord live load nonconcun-entwith 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 52 lb uplift at joint 3, 64 Ib uplift at joint 2 and 4 to uplift at joint 4. 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, Albans PE No.393 0 MiTsk USA, Inc. FL Carl 6634 6904 Parks East Blvd. Tampa FL 33610 Date: February 23,2018 WARNING - Verify dewsin Para t s an<f READ NOTES ON THIS AND INCLUDED Ml7EiC REFERENCE PAGE MI1-7473 rev. 10/03I201513EFtJRE USE. Desig alid for use or Iy viih tdil eke connr:ctoi s. This design x based only upon parameters shown, and is for an individual building component.. not a { Hiss system Bervio use. the b id'ng designer trust verify the applicability of design parameters and properly incorporate this design into the overall building design. Bloc indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing '° ° is always required for stability too to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storagedelivery, erector, and bran ing of to/sses and truss systems, see ANSItTPH Quality criteria, USB-b9 and BCSI Building Component - 6904 Parke East Bivd. Safety information available from Truss Plate institute. 218 N. Lee Stood, Suite 312, Alexandria, VA 22314. j 7a;rpi, FL 36610 Job [nlss itass Type Qty !Ply Park Sq/ Sundance 1 730 A _ — -- I P1730A J7 .tACK ( t13325065 20 Mid Flonda Lumber, Bartow, FL. 8-130 s Sep 15 2017 MiTek Industries, Inc Fit Feb 23 13 14:39 2018 Page 1 ID:3zzrE5595gHBgKdROwR6QYzkwee-git6K__T2E5oV/wl bAfli9HwMk6gggmqZA2pMule2ziF5U I_ 1 0.0 { 7 0,0 ........ -.-. 0-0 7 00 Scale= 1.21.8 3x4 -- 7 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in doc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1-25 TC 0,70 Ved(LL) 0-14 4-7 580 240 TCDL 10-0 Lumber DOL 1.25 BC 0.54 VeP(CT) 0-24 4-7 348 180 BCLL 0-0 Rep Stress Incr YES I VVB D.00 Hoiz(CT) 0.00 2 nla pile 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=183/Mechanical, 2=342/0-3-8, 4=901Mechamcal Max Herz 2=175(LC 12) Max Uplift 3=-135(LC 12), 2=-99(LC 12), 4=-8(LC 12) Max Grav 3=1830LC 1), 2=342(LC 1), 4=129(LC 3) FORCES. (Ib) - Max. Comp /Max- Ten- - All forces 250 (lb) or less except when shown PLATESGRIP MT20 244/190 Weight 24 lb FT = 20°! BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur€ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 0o bracing. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat- Il; Exp B; Encl., GCpi-0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=l 60 plate grip DOL=1.60 2) This truss has been designed for a 1 O.0 psf bottom chord live load nonconCUITent 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 135 lb uplift at joint 3, 99 lb uplift at joint 2 and 8 Ib uplift at joint 4- 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. Alberti PE No.393 0 MiTek USA, life, FL Ceti $634 6904 Parke East Blvd, Tampa Fl- 33610 Date February 23,2018 WARNING - Verify dealgn parameters and READ N07ES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rev. 1010312015 BEFORE USE. Design vand for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual building component, not I a truss system. Before usehis hooding designer must verify f e applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicaEed is to prevent duckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iT ' 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 690A Pare East Blvd. Safety Information available from Truss Plate institute, 218 N. [-as Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I russ I WSS Type P 1730A i J 58 JACK MidFloridaLumber. Bartow, FL- 1 1- 0-0 Qty ( Ply iPark Sq/Sundance-1730-A T13325066 lJob. Reference (optioned -. 8 130 s Sep 15 2017 Mirek Industnes, Inc Fri Feb 23 13 14-37 2018 Page 1 11) 3zzrE5595gnlBgKdROwR6OYzkwee-kviMvll2niTYffhjRnXG7urxfgOOCVMfgIt2PeZNiF5W 580 5- 8-0 3x4 a f-- 5- 8-0 LOADING tpsf) SPACING- 2-0-0 CSL DEFL. in doc) Itdefl Ltd TCLL 200 Plate Grip DOL 1 25 TC 043 Vert(-L) 006 4-7 999 240 TCDL 10.0 j Lumber DOL 1-25 BC 0,34 VerbCT) 0-10 4-7 668 180 BOLL. QO Rep Stress Incr YES W6 0,00 Horz(CT) 0,00 2 nfa n1a BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD REACTIONS, ( Iblsize) 3=1461Mechan9cal, 2=290I0-3-8, 4=731Mechanical Max Herz 2=145(LC 12) Max Uplift 3=-108(LC 12), 2=-86(1__C 12), 4=-7(LC 12) Max Gras, 3-146(LC 1), 2 290(1_C 1), 4=104(LC 3) FORCES, ( id) - Max- Comp,/Max. Ten. - All forces 250 tlb) or less except when shown Scale - 1.19.0 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 20% Structural wood sheathing directly applied or 5-8-0 oc burros. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind_ ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDI =4.2psf, BCDL=3.Opsf, h=25ft, Cat- 11, Exp B; Encl., GCpi= 0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-7-4 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 108 lb uplift at joint 3, 86 Ib uplift at joint 2 and 7 Ib uplift at joint 4. 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. AFbani PE No,6 0 MiTek USA, Inc. FL Oert 6634 8904 Parks East Blvd, Tampa FL 33610 Date: February 23,2018 WARNING - W ry resign parameters and READ NOTES ON THIS AND INCLUDED MfTEM REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only An es, r.kO connectors. This design is based only upon parameters shown, and is for an individual building component, not a miss system Before use, the budding designe' mast verify the apphrotb city of design parameters and propety Incorporate this design ,,is the overall N!,11n ng design. bracing indo.atedn, to prevent b ckling of individual truss web and,/or chord members only Additional temporary and permanent bracing ( iTek v always required for stability and to prevent coiiapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and among of trusses and rose systems, see ANSUTPH Quality Criterla, OSB-89 and Bost Buliding Component 6904 Parke East Gloat Safety information available rrom 1russ Plate Institute, 218 N. Lee Sireel Suite 312, Alexandria, VA 22314. Tampa, FL 36610 P1JobTrussiTrussTypeOrlyply ark Sq/ Sundance 1730 A t13325Q fi7 P1730A KJ3 JACK 1 1 i__. ......--- _-._ ......... - Mid-Flonda Lumber, Bartow, FL 8-130 s Sep 15 2017 Mrrek industries, Inc Fri Feb 23 13 14 40 2018 Pagel I D:3zzrE 5595dH BgKd ROwR6OYzkwee-8U RUX K Tg?OwMYAAMD PhVNZi-10_DG€ZOP B 10d1AUziF5T 1-,`J 0 4 2 15 t -5-0 4-2-15 2x4 -_-- LOADING (par) I SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DQL 1 25 TC 022 TCDL 10-0 Lumber DQL 1.25 BC 0.18 BCLL 0.0 Rep Stress incr NO WB 000 BCDL 10.0 Code FBC2017(TP[2014 Matrix -MP LUMEER- TOP CHORD 2x4 SP No -2 BOT CHORD 2x4 SP No 2 REACTIONS, (lb/size) 3=101fMechanical, 2=262T1-0-0, 4=49/Mechanical Max Harz 2=96(LC 4) Max Uplift 3=-65(LC 8), 2=-138(LC 4), 4-3(1-C 8) Max Gray 3=101(1-C 1), 2=262(LC 1), 4=75(t-C 3) FORCES. (lb) - Max. Comp /Max_ Ten_ - All forces 250 (Ib) or less except when shown. Scale. V=l' DEFL. in (loci Udefl L/d PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 VerhCT) -0.03 4-7 >999 180 Horz(CT) 0.00 2 nta ma Weight 15 Ib FT = 201% BRACING - TOR CHORD Structural wood sheathing directly applied or 4-2-15 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, Cat_ II; ESP B, EncL, GCpi=O.18, MWFRS (envelope) gable end zone, Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.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 65 lb uplift at joint 3, 138 lb uplift at joint 2 and 3 lb uplift at joint 4. 6) Hanger{s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 12 Ib up at 1-6-12, and 71 Ib down and 12 to up at 1-6-12 on top chord, and 10 to down and 5 lb up at 1-6-12, and 10 Ib down and 5 Ib up at 1-6-12 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 Uniform Loads (pit) Vert: 1-3=-60, 4-5:-20 Concentrated Loads (Ib) Vert. 9=7(1`=4, 6=4) WARNING - Verity d eigim pararred— and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE GAGE Mtf-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MriekQd connectors. This design is based only upon parameters shown, and is for an individual building component, not a mass system. Before usethe building designer mustverity in. 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 passible personal injury and property damage_ For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. sea ANSGTPII Quality Criteria, DSB-89 and BGSI Building Component Safety Infon-radon available from Truss Plate Imaiiuto. 218 N. Leo Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by AIbani, 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 cc ies_ Thontart A, Albans PE PIo1l) 6 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33616 Date. February 23,2018 Welk' k. 6904 Parke East Bivd. ramp., Fr 366tQ Job (truss Iimssiype Oty Piy Park Sq/Sundance 1736A 113325068 IP1730A KJ3A IACK 1 1 1 ... .... ._ ... ....- __.- ---- - -.... 1Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 a Sap 15 2017 Mi l ek Industries, Inc. Pit Feb 23 13.14 40 2018 Page 1 I D.3zzrE5595gH BgKd ROwR6OYzkwee-8 U R UXKTg?OwMYAAMD Ph WTZH PXDtIAZOP B 1 fad I AUzi F5T I .-.....-....... ......... 3-3 10 3310 Scale. 1"=l 7xf '% rah LL - -= _ - _ i LOADING t sf SPACING- 2-0-0 CSi. - DEFL. In (loc) I?deft Ltd - PLATES GRIP ITCLL200PlateGripDOL25TC016 Vert(-L) 001 4-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1-25 BC 0,08 Vert(CT) -0,01 4-8 >999 180 BCLL 0-0 Rep Stress Incr NO WB 0-00 Horz(CT) 0.00 1 n/a We BCDL 10-0 Code FBC2017frP12014 ( Matrix -MP Weight 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=88/Mechanical, 4=36/Mechanical, 1=122/0-1-8 Max Holz 1=49(L.0 4) Max Uplift 3=-58(1-C 4), 4 -4(1-C 4), 1=-32(LC 4) Max Grav 3=88(LC 1), 4=52(LC 3), 1=122(LC 1) 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, Cat. II; Exp B, Encl., GCpi-0.18; IyJ (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 ref 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 Uuss connections. 5) Bearing at joint(s) 1 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1- 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3, 4 lb uplift at joint 4 and 32 lb uplift at joint 1 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 Ib down and 9 ib up at 0-7-8 This Item has beenontopchord, and 10 to down and 5 lb up at 0-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others electronically signed and 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B)- Sealed by Albans, Thomas, PE Using a Digital Signature. LOAD CASE(S) Standard Printed Copies of this1) Dead + Roof Live (balanced)- Lumber Increase=l-25, Plate Increase=1-25 document notUniformLoads (plf} are considered Vert 1-3=-60.4-6=-20 signed and sealed and the Concentrated Loads (to) signature-' must be verified Vert_ 8=4(F) on any electronic Codes. Thomas A. Aibani PE No.393 0 Walk USA, Inc. FL cart 4834 9904 Parks East Blvd- Tampa FL 33310 Date: February 23,2018 WARNING - Vert/y design pnra rre[ers and READ N07ES ON THIS ANt7 lNCL USES far EK REFERENCE AAtiE hill-7473 rev. 1010312015 BEFORE USE', Design valid for use only with W.1,10 connectors This design is based only upon parameters shown, and is for an individual building component, not a miss system. per use, the budding designee must verity the applicability of design parareters and properly incorporate this design into the overall IS building design. Bacing rdicalad is to prevent huckhori of end `d ai truss web andfom r rl—d members only. Additional temporary and pemtanent bracing irsd ( Welk' is always rec fo re stabilityandtopventcollapse withos psiblepersonal injury and property daage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of tuns— and truss systems, see ANSI1TPn Quality Criteria, OSS-89 and SCSI Building Coreponeat ( 6904 Parke East Blvd. Sandy inionnatian available from Tnsa Piate Institute, 218 N. tee sheet. Suite 312, Alexandria, VA 22314. 1ampa, FL 36610 Job rruss i russ Type Oty Ply Park Sqi Srundance 1730 A P1730A KJ6 JACK t 1/ 13325069 slob Rgferenca_(optlon l) Mid-Flonda Lumber, Bartow, FL. 8-130 s Sep 15 2017 Mi rek Industries, Inc, Fri Feb 23 13.14-41 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-dh?tlgUImilDAKIYm6CI7ngSgdT_IRuLGgNsixzif-5S 92 Scale = '1 18.7 4x4 — LOADING lost) SPACING- 2-0-0 CSI. DEFL. in (toe) idefl Ltd PLATES GRIP TCLL 200 Plate Grip DOL 25 TC 0 66 Vert(-L) -0 13 6 9 >718 240 MT20 244/190 TCDL 00 Lumber DQL 1,25 BC 015 Vert(CT) 0 28 6 9 >341 180 BOLL 00 Rep Stress Incr NO WB 0,18 Horz(CT) 0,01 5 nla maBCDL100CodeFBC2017tTR11 12014 Matux-MR Weight: 33 to FT = 20l LUMBER- BRACING - TOP CHORD 2x4 SP No -2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. 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=1831Mechan€cal, 2=431f0-11-5, 5=3277Mechanical Max Herz 2-156(LC 4) Max Uplift 4=-153(LC 13), 2=-202(LC 4), 5=-125(1-C 8) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-5221215 BOT CHORD 2-6=- 2951492 WEBS 3-6=-5291317 NOTES- 1) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=42psf: BCDL=3-Bost: h-2511: Cat II, Exp B: Encl-, GCpi=0.18, MWFRS ( envelope) gable end zone, Lumber D0L.=1-60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads- 3) " This truss has been designed for a live load of 20.Qpsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder( s) for truss to truss connections. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint 4, 202 Ib uplift at joint 2 and 125 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 12 to up at 1-6-12, 3 lb down and 12 Ib up at 1-6-12, 5 Ib down and 45 Ib up at 4-4-12, 5 lb down and 45 to up at 4-4-12, and 63 lb down and This Itenl has been 99 lb up at7-2-11, and 63 lb down and 99 to up at 7-2-11 on top chord, and 4 Ib up at 1-6-12, 4 Ib up at 1-6-12, 8 Ib down and 13 lb up at 4 4-12, 8 lb down and 13 Ile up at 4-4-12, and 48 Ib down and 22 Ib up at 7-2-11, and 48 to down and 22 Ib up at 7-2-11 on electronically signed and bottom chord. The design/ selection of such connection device(s) is the responsibility of others- sealed by Albani, Thomas, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) Using a Digital Signature, Printed copies of this LOAD CASE(S) Standard1) Dead + Roof Live ( balanced): Lumber Increase=125, Plate Increase=l_25 document are not Considered uniform Loads (pit) signed and sealed and the Vert 1-4=-60, 5-7M-20 signature must be verified Concentrated Loads (lb) 14= 16(F=-8, 15=-85(F=-43, B=-43) on any electronic Co Ies. Vert 12=-126(F=-63, B=-63) 13=7(F=4, B=4) B=--8) Thomas A. Aibaol PE No,30 0 MITek USA, If1c, FL Qert 6634 6904 Parke East Blvd, TampaFk 33610 Date, February 23,2018 WARNING - Vartfy dasi sa parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall @, building design. Bracing indicatedistopreventbucklingofindividualtrusswebanchorchordmembersonly. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For °t` t•general guidance regarding the t t4. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPH Quality Cetera, D$8-89 and Boat Building component 6904 Parke East Blvd. Safety Information available from Puss Plate Institute, 21a N. Lea Street, Suite 312, Alexandria, VA 22314. 1ampa. FL 366'10 Job i russ 1 ins Type cry Ply Park Sql Sundance 1 730 A -- r13325070 P1730A iKJ7 JACK (6 1 Iota Reference_(optionaft Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc- Fri Feb 23 13.14:42 2018 Page 1 ID_3zzrE5595gHBq KdROwR6OYzkwee-5tYFy?VwXOA4tiUKkKcij_, Y_MbA1 mx1 roU VK6PF NziF5R 5.- 5 I 9-10-13-i 15-0 5-2 5 4-8-8 Scale = 1.22.7 3X8 5 3x4 LOADING (psh SPACING- 2-0-0 CSI. DEFL, in Qoc) Ildefl Lld I PLATES GRIP TOLL 20-0 Plate Grip DOL 25 TC 0.82 Vert(-L) -0,30 6-9 >398 240 MT20 2441190 TCDL 10-0 Lumber DOL 1,25 BC 0-96 Vert(CT) -0.64 6-9 >186 180 BOLL 00 Rep Stress Incr NO WB 0-35 Horz(CT) 0.01 5 nta me BCDL 10.0 Code FBC2017rrP12014 Matrix MS 1 Weight, 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BO r CHORD Rigid ceiling directly applied or 9-6-8 oo bracing. WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 4=134JMechanical, 2=52910-5-11, 5=3751Mechanical Max Herz 2=186(LC 4) Max Uplift 4=-112(LC 4), 2--244(LC 4), 5=-158(LC 8) FORCES, (b) - Max- Comp /Max- Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-704f322 BOT CHORD 2-6=-4151664 WEBS 3-6=-7121444 NOTES- 1) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft, Cat_ il; Exp B, Encl., GCpi=O-18, MWFRS {envelope) gable end zone, Lumber DOL=1.60 plate grip DOL.=1-60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads_ 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide Mechanical connection (by others) of truss to bearing plate capable of withstanding 112 IS uplift at joint 4, 244 Ib uplift at joint 2 and 158 to uplift at joint 5- 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 71 Ib down and 12 in up at 1-6-12, 71 Ib down and 12 lb up at 1-6-12, 34 to down and 45 Ib up at 4-4-12, 34 Ib down and 45 lb up at 4-4-12, and 61 Ib down This Item has been and 95 Ibupat7-2-11, and 61 Ib down and 95 Ib up at 7-2-11 on top chord, and 10 Ib down and 5 Ib up at 1-6-12, 10 Ib down and 5 to up at 1-6-12, 23 Ib down and 13 Ib up at 4-4-12, 23 Ib down and 13 Ib up at 4-4-12, and 42 Ib down and 22 to up at 7-2-1 1, electronically signed and and 42 to down and 22 Ib up at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of sealed by Aibanl, Thomas, PE others using a Digital Signature. 7) in the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B)- Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead 4 Roof Live (balanced): Lumber Increase=1-25, Plate Increase=1-25 Signed and sealed and the Uniform Loads (plf) signature must be verified Vert 1-4=- 60, 5-7=-20 Concentrated Loads (ib) n any electronic oThomas A AbanlPENo, 9opieS. Vert_ 12=-85( F=-43, B. -43) 13=7(F=4, B=4) 14=16(1`=-8, B=-8) 15=-71(F=-36, 8=-36) MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FIL 33610 Date: February 23, 2018 WARNING - VerNy 1- 1911 parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11,7473 rev. 10103/2015 BEFORE USE. Design valid for use only wdh M, reply connectors This design is based only upon pararebas shown, and is for an individual building component, not a tn.lss system. before use, the buHding designer must verify the applicability of design parameters and property tricorporate this design into the overali budding design. bracing Ind-ted Is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing ` is always re< luired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e fabrication, storage dein, ery, erection and bracing of trusses aria truss systems, see ANSUTPii Quality Criteria, DSS-89 and BCSi Building Component 6904 Parke East Blvd Safetyinformation available from Truss Plate Institute, 2IS N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 1-1, 36610 Job Truss Truss Type o" Park SIlly q/ Sunclance 1730-A P1730A iMGI IMONO TRUSS i T13325071 I I I Mid-Floncla Lumber, Ballow, FL 8 130 s Sep 15 2017 fall ek Industries, Inc. Fri Feb 23 13 14 43 2018 Page 1 ID 3zzrE5595qllBqKdIROwR6OYzkwee-Z36dALVVYIJ[xPeVXLIXED4CvrcR6YtiiC5ej_Syl)pzIF5Q 2-11-8 2-8-8 Scale = 1 20.9 1 5x4 I LOADING lost) SPACING- 2-0-0 CS1. TCLL 200 Plate Grip DOL 1 25 TC 045 TCDL 100 Lumber DOL 1,25 PC 0.94 BCLL 0,0 Rep Stress Incr NO j WEI 0,71 BCDL 10'0 Code FBC2017/TP12014 Matrix MP ova --- DEFL, in doc) I/defl -1d PLATES GRIP Verft(I-L) 004 5-7 >999 240 MT20 244/190 Vert(CT) -006 5-7 >999 180 Horz(CT) 001 4 n/a n/a LUMBER- EIRACING- TOP CHORD 2x4 SP No,2 TOR CHORD BOT CHORD 2x6 SP No, I WEBS 2x4 SP No,3 BOT CHORD 3-4 2x4 SP No 2 REACTIONS. (tolsize) 1=1652/0-3-8, 4--1305/Mechanical Max Harz 1-124(LC8) Max Uplift 1 =-680(!-C 8), 4=-532([-C 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (to) or less except when shown - TOP CHORD 1-2=-2219/846 BOT CHORD 1-5=-856/2000, 4-5=-856/2000 WEBS 2-5=-726/1861, 2-4=-2293/981 Weight 32 to FT = 20% Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. Rigid ceiling directly applied or 7-8-2 oc bracing NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCC)L=4,2psf, BCDL=3 Opsf, ln=25ft, Cat 11, Lao B, Encl , GCpi=0.18, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL-1 60 2) This truss has been designed for a 1 DrO psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20FFsf 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 680 lb Uplift at joint 1 and 532 lb uplift at joint 4. 6) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1697 lb down and 810 In up at 1-8-12, and 819 to down and 263 In up at 3-8-12 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 lncrease=1,25, Plate Increase=1 .25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (to) Vert 8=-1697(B)9=-819(B) WARNING, Verify design P—neaft,ra and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE lair-7473u., 1010312015 BEFORE USE. Design valid fairs. ady .,In M,T.kg connectors. This design is eased only upon parameters shown and is for an individual building component flat a truss syslor,. Before is. Ina building designer most verify the applicability of design parameters and properly incorporate this design into the overall arrildingdesign Bracing indicated is to prevent buckling of individual truss web and!or chard members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal story and property damage For general guidance real.ofing the fabrication, storage, delivery, erection and bracing of trusses and tress systems, sea ANSI/TPI I Quality Criteria, DSB-89 and Bost Building Component Safety importation available from truss Plate parante 218 N Lee Street, smile 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 codes. 0 Thomas A, Albani PE ND3910 MiTirk USA, Inc, FL Coll 6634 6904 Parke East Blvd, Tampa FL 33610 Date: February 23,2018 Welk' 6904 Park. East NMI T.,nist FL 36610 Symbols 4_ 13/ 4 " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 _}l 6" rF,,, 4sx.2 orientation, locate plates Plates 0- Iil' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ate iloca ton oetans Mal e I I software or upon request. aw—AMMIM The first dimension is the plate 4 width measured perpendicularx4toslots. 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: ANSP7PI 1 : 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. 0 711 0 T_ 0 l— Numbering System 6-48 dimensions shown in ft-in-sixteenths Drawings not to scale", 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 I JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT, CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: E,SR-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 ANSUTPI 1 section 6-3 These truss designs rely on lumber values established by others. @ 2012 MiTekS, All Rights Reserved MiTek"; M Tek_Eiirtiruerng Reference Sheet MII-7473 rev. 10/03/20 11 5 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Add rasnal 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 'or 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 super -visor, property owner and all other interested pates. S. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1, 7, Design assumes trusses will be suitably protected from the environment in accord with ANSl,1TP] 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 the, specified. 13, Top chords must be sheathed or purfins provided a, 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. 17, instal l 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. Reve,,vnig pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 12' 20 V a 24" 24" 1 24' 24" 24" 24" 1s 24" 24' I c r- GARAGE Him 1 I NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED, 2i-0' _ _ 91-91 J L_ 5 - HUS26 1-PLY HGR 0 3 - HGUS26-2 2-PLY HGRS. A IS. 16 - HHUS46 FLR. HGRS APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =42 TOP = 42 2x4 Cont. Sand MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS SD aK, l 9-'D iti F 'i 2z hR W"I"C'S .} HA" _ut ',";Y.. S" .f .,`v .ti Park Square Homes1730 - A Sundance - A PiMol ZFVVSEC:1-30-18 SPACING FOR A.H,U P 1730A A s z -17 amp SANFORD 1 8 56 4Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at fflyw4florida uildin .or . The following information must be available on the jobsite for inspections: 1 . This entire product approval form Category / Subcategory Manufacturer Product Florida Approval # Descri tion include de 1.- Exterior Doors S,yv' in Therma - Tru in le Door F L8871 5 l din MI Windows and Doors C-Io-p"-aY Series 420 Alum SGQ - 2 Panel --FL 15332A ctional Building Products 94/T40-W4 FL15279,20 utomatic Other 2. Windows Sin le i i illf MI Windows & Door!s---- Series GA 185 Aluminum SH FL 17499,2 Horizontal Slider Casement Double hung Fixed MI Windows & Doors— Series GA 185 Alum Picture Fixed FL15349,1 A Pass Through. Plr2iocted Mullions MI Windows & Doors 5764 Verical Alum Multion FL 15353,2 Wind Breaker Dual Action dt—her- Category'Subcategory Manufacturer Product Florida .Approval C rr tr`t ra irxcJqq d cima . Shatters Accordion v. _ .,.._... Bahama Colonial Roll tirrnt Other ht Other Structural Cow orient Wood Connectors l Anchors Truss Plates En In rnlar Railing Concretet Admixtures Precast Lintels Insulation Forms Plastics Deck 1 Roof Wall Prefab Sheds Other v New Exterior gnyy l Products F Applicant's i n tur Applicant's Name lw4i. pleasePrint) Florida Building Code Online app WP 2' oilA, Iv t 1%, "Q'OiNgg414 A 1 Z WC-11, H,,,me I mj l" r Req,vaw'n }i'A 7"pic, Sob". '+i hame t" P,b,cationl p8c st.ff I< I S S 0, PA 1 "k, Product Approval h , US ear: P; s i ) W Usesdbp"r R8 Application Type Revision Code Version 2017 Application Status Approved C o r , ) r I I e t I t s At Owc,d Product Manufacturer' I herma-Ifu Corporation Ad dr eys/Plnone/Ernad 1 118 lIIdWAri0l r)fiV(' F d g e rtnn, 011 4 35 1 Z 119) 298-174 0 r! c kw @ rw b I d o ca n s u I t a Wus. cc) m Authonferj SIg[Iat.LJI(' Vivian Wright i i ckw_d)rwL)ldqconsuI lants. cot n Fechrical Representative Addrps-,/Phone/Frnail QUAlity Assurance Reproson1fative Cat-: agony Exterior Doors uh( at gory Smnginq Exterior Door Assemblies Comphance MeLhod LvaluW ' on Report froma Florida Registered Architect, (.,.r a I rcensed Florida Profe—ional Engineer Evaluation Report - liardco,ny Received Florida Fngineer or Architect Narne who developed Lyndon K Schmidt, P.E. the evaluation Report Florida License PE-43409 Quality Assurance, Entity National Accredi,ation anti Managen,iont Institute Qualify Asmiram.e Contract Expiration Date 12/31112NI Validated By Ryan J. King, RF Validation Checkhvt - Hardcopy Received Certificate of tndei,)eodorwo Referc')c(Nj. Standard and Year (of Standard) WBI? [ Rh COI (b) CeHUhCate of lndeeem'?ence'pdf 5-k-And4ni Year: AS rM D LW9 1996 ASTM 02843 1999 ASTM D635 2003 ASTM E 1300 1998 ASIM E84 2000 ASIM G26 1995 TAS 201, 202, 203 1994 I of"I 4,11 I'S-20 1 8 4:47 P%I 1 Florjda Building Code Online k., htt,,,p-s:ll'www,tloi-id,ibtiildiiig,()rglprpi, --_Eipp,,citi,aspx?ptirdiii-vvGEVX,.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Florida Licensed Professional Engineer or, Architect FIBB z1- 5,pdf 10/ 17/2017 10117/ 2017 10/ 19/2017 12112/ 2017 Summary of Products FL Model, Number or Name Description a. " ClassicCraft Rustic" Series T6 x WO "Impact" Opaque Fiberglass Radius Single Door X) , Inswing or Outswing Limits Of Use Installation Instructions Approved for use in HVHZ; Yes j, 8f37 1,,I,pdf Approved for use outside HVHZ Yes Verified By: Lyndon F. Schmidt, RE 43409 Irnpact Resistant, Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. See INST 8871,1 for Design Pressure Ratings by FQ3,?7l,-RfAE-As) yval f$87 I . 1, Pot specifir Model and for any other additional use limitations Created by independent Third Party: Yes and installation Instructions, 8871.2 b, `ClassicCraft" or "ClassicCraft X6 x Wo "Impact" Opaque Fiberglass Single Door W Rustic" Series Inswing or outswing Limits of Use Installation Instructions Approved for use in HVHZ* Yes Kfif!7I, Rfi ,,- jj_(b) jtj,jt d8 ,Lad Approved for use outside HVHZ: Yes Verified By: Lyndon L. Schaact, RE. 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 8g71,Z,pdf specific Model and for any other additional use limitations Created by Independent 'Third Party: Yes and Installation instructions. 8871,3 c. "CiassicCraft" or "ClassicCraft Y6 x WO "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (QX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FI-8871 RA It ,' I jo) Approvedfor use outside HVHz. Yes i Verfievi ay'_F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent 'Third Party: Yes Design Pressuren N/A Evaluation Reports Other. See INST 8871.3 for Design Pressure Ratings by 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,) d. "ClassicCraft" or " ClassicCraft Rustic" Series Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVICZ: Yes Impact Resistantr Yes Design Pressure: N/ A Other. See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. ( For FiberClass-ic and SincrothStar sidelites, this product approval requires the use of "J" part numbers far these, sidelites, which have been T6 x WO " Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions ft. 3871 R8 I 714,pdf I -j I_Q,,) inst, "1 11 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports I! 471,4, pdf Created by Inclependent' rhird Party: Yes 2 of 4 4/15/20184:47 PM Horidif Building Code Online htt[)s:;', vvwkN, floridahu ild Mg.oro/ pr/ I pr app dd.aspx'.1pat-am- \vGFVX,,., 11 1 stained of painf-ed within six rondo; of inslakaUlonj 8871 5 a. "FiborGa5sic" or "SirrooLtiScat" 3'0 x ST "Impact" Opaque, riborglass; Slagle ;)oar (a) Series Inswing or Outs wing Limits of Use Installationn Instructions Approved for use in HVHZ, Yes FL88/1 iol 11 (b) inst Approved for use outside HVHZ: Yes, Verified By: Lyndon F. Schmidt, RIP. 43409 Irripact Resistant: Yes Created by independent Tnh d Party: Yes Design Pressure: N/A Evaluation Reports Other: See INS'T 88 / 1. 5 for Design Prelsi,ro Ratings by VtMll Rtl Af, Evai 887!-"3,pdf specific Model and for any other acluitiona! use 1jr-nitations Created by Independent flitrd Party: Yen and installation instructions. 13871.6 b "Fiber-C"lassic" or "Smoothstaf" TO x 8'0 'IrnpacC Opaque ribergrass Single Door with Series sidelite (OX or XO) Inswing or Oulswing Limits of Use Installation Instructions Approved for use in HVHZ, Yes, FL-98/1 R8 J'I , (b) 8871.6.polf Approved for use outside HVHZ: Yes Verified Ely: 1i F. Schmidt, P.E. 43409 Impact Reslstant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other* See INSI- 8871,6 for DQbjg1i Pressure Ratings by F1,8871 F2S AL (b) t va specific Model end for any other additional use limitations arty: Yes1CreatcdbyIndeperdentThirdP and installation instructions. ;For FiberClassic and SI irroothStar sidelites, this product approval requires the rise of "J" part nurnbers, for these sidelites, which have been stained or painted within six months of 1fiscalation.) 88713 g"Fibei(Jassic" or "SmooLhSLar" Se ri ices Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: See INST 88713 For Design PreSSUre Ratings by f,o('0h(' Model and for any other additional use HM cations and installation instructions;. (For Fibei0assic and Snicoths"ar side6te5, this product approval requires the 1,-,e of ")" part numbers for, these sidelites, which have heon stained or painted within six months of installation-) TO x WO "Impact" Opaque riber-glass Single Door with Sidehrv,., (UXO) inswing car OLASWing Installation Instructions Fl-brHjR8 H inst 6871,/,r0f Verified By: Lyndon F. Sd`fluldt, RE. 43409 0nated by independent Third Party: Yes Evaluation Reports f- L88/1 RS AE (b) F-vaf871,-/,r',nf Created by Independent Third Party: "es 88/1- 8 h. 'FiberClassic", "St'noothStat", 6'0 x B'D "Impact." Opaque Fiberglass Double Door (XX) - Classiccraft" or, " ClassicCraft Inswing Or OLItswing Rustic" Sullen Limits of Use Irstallation, Instructions Approved for use in HVJHZ: Yes Fl.88,,1 R8 11 tV, Ins', 8811.8,pd! Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: Yes Crated by independent Third Party: Yes; Design Pressure: N/A Evaluation Reports 01i Sod INS 1 88 11 .8 forDesign Pressure Ratings by FL,8871 R8 AL (b) Evai 8871.8,pdf spoddc Model and for any other additional use limitations Created by Independent Third Party: Yr.s and nstaflf-)tion instrUCtiOnS. 118/1.9 I. "FiberClassic'. "SinoothStat"' ClissicCraft" or "Cirissscraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: N/ A Other: See INST 8871.9 for D(Isf9fr Pressure Ratings by specific Model and for any other additional use imitations and installation instm( trrof,s. (For FibeoClassic and SrnoothSt,ir sidelites, this product approval requires tl)(-, use. of 'T part numbers for those sidelites, which have been stained, or painted withol six months of installation.) 6'0 x 8'0 "Impact," Opaque Fiberglass Double Door with Sidelites, (OXXO) - Inswing or Outswing Installation Instructions H- flail' 1 P;8 11 (i)) inst88719,P(J Veffied By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yen Evaluation Reports J- L68/1 R8 A' rib) Eval 8871,9.r:;(" Created by Indopys- clerlL 'hird Party: Yes Aad: Next of" I L' 15/2018 4:, 17 111i k Florida Building Cmie Online https://Nvww,for idabuilditig,org/pr/p`,_app_dti.aspx?param=NvGEVX,,, The State ofFlorlda Is an AA/LEO employer, r yyi: IWO, 5taperonxitQaptlaftit, Under Florida law, ennal addresses are public records, If you do not ound your e-Mag adrimss rewoved in response to a public-recolds request, do not send eleciuonr mail to this totity. Instead, contact the office by phone or by tradtilonal mad. N you have any questions, intease contact 850,487,139S, -Purcisaut to Sec"n 455,275(l), Honda Statutes, offiactirds October 1, 2012, truareiew firensed underChagaar,155, FS, must provide the Department with an ernallackkesa fthet, have arre. The email; provkled nray be need for official communirdflon wth the kensee, However email addresses are putile, rectua, If you do not wish to suppe, a pemonal address, pleose pnovibe the tstpartmere, with an email address wh0h can be roade avagatse to the public, In dsterhune f you are a kensee or Chapter 4bb, R&, phase ckk Product Approval koceptin M MI W Etcett M 4 of 4 4,115/2018, 4:47 PM THERMARTRU @ THERMA TRU [DOORS 1 S ND U STR t A L DP.., 4_- DF_-_sz-r 0m, 0H, 4:3 5 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING Es " IMPACT" a i I -s) i 2b 7' _ j - -c,,,e -EC teenccorD5 'ice, wit r. to 6!n dit cr, r3u,oko- i ZOfle' fuctjscfequi-eper, , s,nc,jcing hp 'High Vssscc 2, Pfcclud cl[ chofs skclii ble lsslsieG ec as ,cwn or oetcils. Anc' 0 embedment `o bcse mcler'd srcl beycric wag, dres:ng or stucco, e C, re 3- Whe" i uses :i -he "NH, Z' ac s vAth Sec ,csn 1,4 26 of , he &da S, c, d ,,g c ae ard tces M cnverrc, 4. Wren t_sed n areas wutsice cf te '-N'T 'eou rrg Mr.d i" '...s iE, Ns prccLcl ccr-rlie-, -mth F?,c c-,jor} 60, 1,2 ',,K 1. 21,2 c rc: ices cl,e pcll es 5, crf c cveTr - proc t c e s rnssVie be,e c P, d r, c f s; d'e c n e4 as c e r d i n, , k S T N1, E 19 0 6 c, i c j B C S e c f io or s 6 G9. 2 & R 3r, ',, 22. I b c a,- tt, c show..show..fof 2x buc mcsonv5. Far 2x slud frcmingcor-fqjcfion, crrncrrrg of these ur,4s shd e, cons4f,jcfion. 6, Sios ccrdifc-ns fl`ct de,ve `mn of 'his drcwng recuLle . rther ergree,irg a,idysis by cemed e ineer or reds exec clrcnitecl. 7, Cutowrg conngirdlons uajr.g cosetal Aq ierr- ;i4 under active dccfs meet wcrer,nfilitrmlan, recu,rreents 'or"HM42", 8, r"wing cons guKat,Cn5 u-sving configurccficre usil_,g sM ifern #5 under the door Jcs nof -.eet The wsacr fffrnfio.q k/ q 'INHT' usnd sndl be' unto lied oritsit non-habitcb,".- a, .as ff al h0bHlft,'e;0cofi0-s c I -tit, e.kje f conopy or ovefcng to671is :ess prmedec by or over-,cog fs -crapy such lhol `he argeiDefweerlP:e n 45 degrees, 37.7FMAX_ zRAP111E WIDTH PAINMH C) 2 R, j 0 i N Lj R OVERAH DESIGN PRESSURE ( PSF) TY-- F F L100PE Si* NG FRE AM POSM"VE F_ NEG ATWVE NSWING37,75' x R&GO" 80.0 8M SMOOTH S7AROUTSWING 3T75", x 96.50" 80.0 80.0 INSWING 37. 7F x 98.00' 80,0 80, 0 i HSER CLASSIC OUTSWMIG 37 75 x 96.53` 8M MO i see sheel 8 1-, ll L. Cn ;=W o a`'S L DETAILA-A -2 00000cao 1 — 00,001-00 QF) 0000000C 4-4 29 84% OPEN AREA MAX, 4,07 J—' I -z UZI 1ST C45 NOTE: 'WOOD DOOR COWOqENITS: PINE (SC- >-- 0,42) POLO I WERIOR INTERIOR 2 VEJOCAL CROSS SECIIOM 2 1-3 V, lq oq 5Z22ZO8 tT.5, ows LFS 8871,5 8 17' EXTERIOR V, DET,A j-L 1-A, 1 o0c -1 c01 c 0coil c 11 fl 01 N 1 3 0 C o0c, o 3 c c ooc0 0 ern 3 Pare! ferface-mert 1, HORIZONTAL CROSS SECTION 4.(Y 7'P. 4 RAIL 63 E;/7777,77, 71,_MfKGE STU 64 M 1-'A 1 1 cpEN, AR -A M.AX. NOTE: W001D COOR COMPONEKTS: PINE ,',SG >= 0.421 A, a% A 1 z 0 Z Zc tj 111 2n: CROSS SEMN 3 R 14 H(>RIZOtfr_Ai CROsS SEQON 4 a= mm a 21 FZ M CL 0 M T S. LFS 5ww. —ma_ FL—,8371,5 4 C, 8 M DJEROR iNTER!OR 1"', VERTICAL CROSS SECnON- o n nv,,n,,- EX- ERICR INTERICR 4-\ VERTICAL CROSS SECTION see no-e-, 5'leeI I EXTIERJOR yj NTERIOR EXTERIOR RNIERIOR VER77CAL CROSS SECTION for " HvIi.—acte, NTERIOR j4YERTICAL CROSS SECTION see gerp-ranr,she,-- I ec rertn mmm 6-' VERTICAL CROSS SECTION e ,- ee, c u, ver, -- n s t ' n t:-x I v tcl ex 05/22/G8 LFS Ez FL- 8871,5 EE-, 5 - OF 8 1 ; it TYP. H[s & IAMBS MASONRY] OPENING f i S h i 2X BUCK---,, t t iro i s t i G d r CONCRETE ANCHOR NOTES. I Concrete oncho, loc lions at the corners may be adusted to maintain the rrn, edge distance to mortarjoints. Z Concrete onchsr locations noted cs 'MAX. ON CEtdTER" €nud be c ousted to maintain # tse ;run. edge distance to ovarjoh nts, a€id Koncrl concrete onwhors moy be regained to er a:xe the `PIAX. 0.14CENTER` dimens on are not exceeded. 3. Gor rete anehcx tab%: ARCi i?i frYCf#L7tI- 1/4- tA1. CfEfi NCE- MIN,, 7f7 GitJRY ORLSJACENT tTw 3i i' StLE - EII 9 A 3CHC}R z TAFCONO bit CON i# OC33 SCRE`JNJN,-TA.L A7d N NO t"S: Mohiairt o minimum 5/e edge dunce, I end dWonce< E 1 ° o.c, spacing Of woodsomows to prevent ;tie spitli€ lg of wood. 6"^ b t ry MASONRY OPENING sAMRS y FRAME u1 { C2 d 2X BUCK` 3 3fRAMEk masorry 2X buck n sue rfl qy w iJ G iLL 13 ii N f9Y} 3 fit Ul % p 2 m mm ffllLr-g_lAMS ay-rs may be cc jhxaed to mcintah,he min. Concrete anancrIccetnns 0 Ple -C - edggc distance '0mcdorid.his. 2 Coperefe noted as 'MAX, ON CENTERmust be cqlusted to mofrttoiin the mh adge distance '4 mcf'cr odd ftcrm c0ccrete archers foensurs the'MAX. ON CENTER" dmensfor, are not exceeded. 3. Comczefe mchor 'abie: TMfN, — CLEAPANC9 V-N-,—CEA-K-AWIETAN I CHOR ANCHOR MIN, I TtYMASONRY TO ADJACEW s. Typr SIZE Ei llDWW I EDGE ANCHOR TAFC MW 1/ 4" 1- 1/ 4' 4- O— -- — — — — — ITW 1- 114' TAp CoNe WOOD SURLYWSTAUATIONNOTES: eki oin o rn hnum 3/8' edged stance, and distance. & I " o'C' spoc"',ng of yeod 5creY4 to prevenf ! hp smIt ffing ofwOac. LRAME.LK00RING W= orry I X buck ce ,frunftn Rini= 13 I 5/ 22/ C- 3 N, T S. Dws 3 L - 8 87 7 Florida BUdding Code Of line 0, KIS 110me 1,0, q In User R,gnt"v On 1'oA rop{cs S,Lml State, & Hm" PublKaions FBC Stall MS S'Le M ap links Search Product Approval USER Pubic U,,ecdbrhw! I t App.—,fls =ano Pmz!W! Se3101 I Appliciti-I Detail A F- Application Type Revision Core Version 2011 Appiwation Status Approved Conunents, Archwed Product MOIlUfactwei MT %ndows and Door's Addr ess/Phone/Ernai 1 650 West Market GiaLz, PA 17030 7 17) 365-3300 Fxt, 2 560 Author' 17ed Signature Brent Sitlinger bsithnger@Drnivvd. ccq-) leclimcal Representative Address/ Phone/Ftnail Quality Assurance Representative Addres-/ fOhone/Email Catego, y Exterior Doors SuIxateQ01 Y Sliding Extenor Door Assemblies Con' InharICO Method FvaluaUon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received l" lorida Engineer or Architect Name who devoloned Luis Robert,) Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Fritty National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. UrIch, RE Ceicificate of Independence Rcferem, ed Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections flora the Code Villidodorl CheCKHSt - Hardcopy Received H, 1533',R4 COI F LtX)Lpd' 5tandl" r AAMA/ W[)MA,/CSA 101/1.S.2/A440 S Florida Building Code Online https°//,A,ww.floridal)uildirig.org/pr/Pr",app_Atl.aspx?param=w(;EVX,., Product Approval Method Method I Option D Date Submitted 08/11/2017 Date Validated 08/1312017 Date Rending FSC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL Model, Number or Name Description 15332A SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"X80" NOW REINFORCED Limits of Use Installation Instructions Approved for use inHVHZ. No Approved for use outside HVHZ. Yes Verified try; Luis Roberto Lomas 62514 Impact, Pesistant, No Created by Independent1bird Raft : Yes Design Pressure, N/A Evaluation Reports Otber; REFER TO APPROVAL DOCUMENT FOR DESIGN FLt'_Q3Z R4 AE-51-0.807D,Pdf PRESSURE RATINGS Created by Independent Third Party: Yes 1,5332,2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OX, XO, XX 96"X80' NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ* No rt,1,5_33,2_Rao. Approved for use outside HV"Z- Yes Verified BY: Luis Roberto Lomas 62514 Impact Resistant., No Created by Independerr(Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 015'1,32_ R+_A( 510111(I i),pdf PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SCA) REINFORCED OXO REINFORCED 1145-.3/4")(96" Limits of Use Installation Instructions Approved for use in HVHZ: No Ft.153'32 R4,JI Approved for use outside HVHZ Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes 1 Design Pressure: N/A i Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN F051,K4 RI - AC. 5,1296 PRESSURE RATINGS Created by Independent Third Party: Yes 15332A SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD REINFORCED OX, X0, xx REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ€ No Ft _,Pj X I f Approved for use outside HvHZ, Yes Verified By: Luis Roberto Lomas 625,14 Impact Resistant: No Created by Independent I hi rd Party: Yes Design Pressure: N/A Evaluation Reports Othen REFER TO APPROVAL DOCUMENT FOR DESIGN Fr,1533s_ K4 At- 5I29(59(_,p(.!f PRESSURE RATINGS Created by Independent Third Party: Yes 15332,5 1 SERIES 420 ALUMINUM $GD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in "V"Z, No FI-1,533 2_94,11, Oq,- 0225 K,',prif Approved for use outside HVHZz Yes Verified By; Luis Roberto Lomas 62514 Impact Resistaft No Created by Independent Third Party. Yes Design Pressure. N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL151Qj__b4L PRESSURE RATINGS Created by Independent Third Party-, Yes 15332. 6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, X0, XX ALUMINUM SOD Limits of Use Installation Instructions Approved for use In HV14Z: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistaritt, No Created by Independent Third Party: Yes 2 of 3 4/15/201815:03 PM Florida Building Code Online app dil,a,,ipx?paraiii--w(if-,'VX,.. Design Pressure: N/A Othert REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 1.5332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZa No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REI-ER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332,8 SERIES 430/440 ALUMINUM SGD Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; PDA Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 SERIES 430/440 REINFORCED ALUMINUM SGD Evaluation Reports H-15332-Al AE 510,8060,pdf Created by Independent. Third Party: Yes SERIES 420 REINFORCED ALUMINUM SOD OXO 146"x96" Installation Instructions F1,153,311, R4 it 08 0050I-L,rdi, VeriLed By: Luis Roberto Lornas 62514 Created by Independent T'hird Party: Yes Evaluation Reports 1-11533-1, RI A,_b10806D,;xJ[ Created by Independent Third Patty: Yes SERIES 430/440 ALUMINUM SGD XXX 143W0" NON REINFORCED installation Instructions I L I ')3 '7 r R4 i i Qt-1, 0 L') 0 2 E pd f Verified By: Lois Roberto Lomas 62514 Created by Independent Third Party: Yen Evaluation Reports F1115332 R1 AL Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"X96" Limits of Use, Installation Instructions Approved for use in HVHZ: No ILV)33-1 R,1 11 WB-0`;03E,pd,,1' Approved for use outside HVHZ: Yon; Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent -1 hird Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN V'11,1533'2 R',! AL 5,081110i),pdf PRESSURE RATINGS Created by Independent, Third Party: Yes ConW I, Js :: 2601 tknt 'iWne Road, .52399 php1w 4SQ-461,1-1$44 I 11u State 11" Fklld. 11 anI AA/rF',) a'rplova, (-k)Py,aIhr 201 ta-'e Qr F IQ tid1, 11roory 4jaLQ;T,ejt c RCrj,jd 5taLeravat Under Florda taw, en"'I'l addresses are puby: records. 9 yao do not wan, y", e nio,i ac07s,,,; vieased in re6DonSe to A request, (10 lot !Pnd Pkectr onr mafl U, rhls OnUty, Irlstcad, contact the o1fir2 by phase Or by luadkionil oafl, If you iave any questions, ooase contact 850,487 OnS. *PrT5Liant to Section 45, 5,0'-,; 1), Florwla SLaWltes, eflectl,n 00,bee 1, 2C-2, kensees kceqsed unde., chapier 451", r's must pc-wdo in,, De")artment .0, of) eri),14 ad(J,P"s & they oa,e oo" Thm eroaBS wo.otnd may he -v'! roi oo,kn! , r,0, the hcoi—. Ho— , eri.j addres ef, j)ra p,A)k record. If you do not —bh to Supply a ro" o,iol address, fkao, po,irje the Depytn,nt mUl are esirall address whklo can b, made a,a,lable to the pulA- Kdctenrn,ne fy(w we a kan,eo ut-de, Chapter' 45S, Rs, phase o<i, Pmdud ApiawVyat A" v.vrs: rr I111, 0Z F--w-d M I- fedit f" I'aW Safe 3 of'' I 4/1 -5'N 18, ':03 I'M NOTED: I , THE PRODUCT SHOWN HEREW 15 DESIGNED AND MANUFACTURED TO COMPLY WiTH, REQVREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO SE DESIGNED AND ANCHORED TO PROPERLY RAN' SFER ALL LOADS TO STRUCTURE, FPAMfNG AND MASONRY GPDONG IS THE RESPONSIBILri Y OF THE ARCHITECT OR ENGINEER OFF FCORD. 3. IX SUCK OPY—ER MASCNR'f/OONCRETEE IS OFTK)ILAIL 10MERE IX BUCK IS NOT USES DISSRALAR MATFRALS MUST BE SEPARATED WITH ARPRGVED COATING OR MEMBRANE, SELECIRON OF COATING OR MEMBRANE IS THE RESPONS0LITY OF 'OfE ARC41TECT OR ENQNEER, OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT S40WN HEREIN. V44D LOAD DURAPON FACTOR Cry-1.6 WAS USED FOR V.-K)D ANCHOR CA- CULATIONS, 5. F-RAIAE MATERXEXTRUDED ALUMINUM 6063-T5. 6, UNMS MUST BE GLAZED PER ASTM E1300-04/09 W,'-rH, SAFETY GLASS. 7. APPROVED IMPACT PROTEC7T,/E SYS77M a SO NE FOR TpusPRODUCTINVNDR, DEBRfS REGIONS, 6. SHRA AS REQUIRED AT EACH INSTALLATION ANCHOR Wr,'ri LOAD BEAPING SHM4. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS, MAMMUM ALLOWABLE SHIM STACK TO BE 1/4", 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG P00 IS EQjXL OR GREATER THAN 10 DO OT REQUIRE WATER iNRI-TRATION RESISTANCE, OVERHAND RATIO = OICRHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCI-IORNG INTO WOOD FRAMING OR 2) BUCK USE #10 WOOD SCREWS WTH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINOALIJA EMSEDMEN'T INTO SJaSTRA-IE, LOCATE ANCHORS AS SHOWN IN ELE,IATRONS AND INST&LATION DETV-S. ll. FOR ANCHOPNG INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIEN7 LEENI—Mill TO AOHIEVE A 1 1/4- MftMUM EMBEDMENT VN70 SUBSTRATE lIflTH I" Imamum EDGE DISTANCE L0CA7E ANCHORS AS SHCAWN W ELEVATIONS A -NO WSTALLATION DI-77MI21- 12- FOR ANCHORINGfNT0 METAL STRLCTURE USE flC SMS OR SELF DRILLING SCREWS VTH, SUMCN-EEN'T LENGTH TO ACHfEVEE3 7'-,READS M. NtMUM BEYOND STRUCTJRE INTEMOR WALL. LOCATE ANCHORS AS SHOWN ! N ELE)VATV4S AND INSTALLATiDN DET-AILS, 13, ALL FASTENERS TO BE CORROSION RESISTANT. 14, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE Wf-,,H ANCHOR IdANUFACTURER'S WSTALLATION INS7RUOPONS ANI ANCHORS SHALL NOT BE USED IN SUBSTFATES WITH STRENGTHS LESS - D-IAN THE to NISIUM STREINGTH SPECIFRED BELOW: A. WOOD - MjNlhfUM SPEC§ FS GRAVITY OF G=0-42 B, CONCRETE MINIMUM COMPRESSAfE STRENGTH OF 3,192 PSI. C. MASONRY RMA STREW. 714 CONFOIIISE, TOASTIMC-90, GRASS N, (OR GREATER). D, METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM, 6063-T5 -048' THICK MINIMUM 15. APPROVED CONFIGURATIONS; OX, XG, XX, XF, FIX, XIP, PdX CABLE OF CONTENTS SHEET NO, DESCMP7tGN NO TES 2 3 ELEVANONS 11 INS aEwfo—low DATE APFNV 1-0 ADDED FLAkj'EA4D aNsTTALATIONs r12/10/13 RL RSASED INSTALATION DE`,XLS 08/a5/15 R,L DETIILS R.L- SIGNED: 0612112017 MI WINDOWS AND DOORS LLC LLC N"WWI'qj/ 650 WEST MARKET STREET f'e'l- N,5, GRATZ, PA 17030 SERIES420SGDREiNFORCED WITHOUT ADAPTER U 1) P Tz 96" x 96" NCITESTATF TAT C'F DRAW* ow. wl_ are A 5"' NTS DUE 10/ 30/13 s'--T I OF 10 1432 VV=FLlRVRD LEW." V! LIE, W- 7aW Luis R. Lomas P,E. FL No.; 62514 4. wASSIxclv 9A-" MAX PRAME R;!C,-;-, ---4 1 ANCH.CPS P--; .,,'CATCN P M MBEP 0; OCATPGNS VAX IA.Ax 7 pAX 7- VAX MAY 6' MAX SERIES 420 SGD RE,,PVFO,-7C-FD OWTP-IOUT ADAPTER EX-ERfOR V!Ev'i 35,0PSF S r /,,,q S # AIV 1, # ZFOR 0rj-.EX{ UV I TS PA' , MIGS PH) T FS MAXMILCI, PAhF,' 3ZF, 49 2` Y,1;5' Z1, 1,AXIm",'7,,,F,_'),,,4Sx905IL" HARDWARE SCiIIEDULE F " 95, -- EACH ENC TTLL - wr'N' IN F --pl :1, EME I T `Siie I AT AN Ell "I - c1c Is DATE t kpp'7"-- rc R, L, wHE, RE IVA -E'c; NF; RA T'ON RESIS 7A N'S RE0bIRED. Design pressure chafl(ps* sm') IV - -'Iel' ard -cAal `'3 Muth (v) amp T -------- T- 310036,0 420 48.0 72 60, 1084,00 1 A pas NOR PCs Reg pos Keg A ,c PC, 4 40, 457 li GO 42 C 88: 0 40,r 562 Le, 29A 5Z.4 40- 3 52 4 z- R&O CHAIR - Re AlAT" 4;,'AX:( L'IRA rX)N RESIS IANCEiS NIOTnFC'Ulpic- SEE NO I- E - ShEL Design pressure char ( p4 Srgfe :mane! ard - otaf care 14cIth tn) Frwv' 3016 36d 420 48 0 P.. Vg Pie Neg p— Ngg P.. Nag 8417 c13A 53A 5D, fX) 9 4--,7 45,7 420 42-' 8a'o 56, 2 48-5 48,0 43 41,0 0 4 4 A 45 4j6 4 2_ C 96,0 49.8 49,tl 4a,'e 43' 384 :V435- Nl.b- &ancho, t.cationsreqI,ed ac Tctzi S— W'dt^- 36.1742, 0 48.0 60,0 72- 0 84,0 96,13 H&S iamb H&S j.11b H&S Jamb H&S Jamb 340 f 88, 0 4 1 9201 4 1 iz5 5 6 SIGNED: 06,21i2017 Mi WINDOWS AND DOORS ILLIC R t //' 650 WEST MARKET STREET % 04, E ' fir" GRATZ, PA 17030 \Gu V SERf,-5 4200 SGD REINFORCED WITHOUT ADAPER 5 E I E 420INDG0 I R A R W T M A p A N R AR r K T 7 E D DO ORS T' T p E H S E ILLS R 5 S I T A-, ER ES TS* E OU T 96 x 96" = EL" f T ELEVATION SF R AR vj ' 18- 02249 N ' T TS IS/ 30j/132 3F 1 r. L R L' IIC13ER TO CsVAS ILusR. Lomas F., N" 2,L?, No: 62PI4 6' MAY 6' MAX 17' MAX O'c. 96" MAX FRAME 6" MAX 1) ANCHOR PER LOCA:TION AT HEAD & JAMBS SEE CHAFT #4 FOR NUMBER OF LOCAMONS REQQqREU 17' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTEERIORIWEW 35,OPSF NONE SEE CHARTS #1 AND 12 SHEET 2 FOR OTHER UNITS RAPAJGS FLK' MOUNTED HN0LE SET (99-4-145} AT 35 a(4-0,N --ENT ER FROMPANEL SOTTOFO, VFT, ALUC TANDEM R6L---R S Mg- 17- ISS),,,T EACH' END OF PAN EL SC—MaO, RP4L3 JMNUM 3063T5 REN'707- BENT (55-8,1 AT At a EL NTER LOCKE 2) ANCHORS PER LOCADON AT SILL SEE CHART #4 OR NUMBER OF LOCATfONS REQUIRED AUDW FLANGE ANE) RN T. LATION RP4SED WrAILLATI3N DETNLS CREASED WSiALIAIION DO'NU3 NOTES, i- MAXIMUM PAWEt S,12E:46 IO'x95' 2, MAXff4UMD.L,0.:4459'X905)8' zomm MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SG0 REINFORCED WiTHOUT ADAPTER 96" x 96" FIN ELEVAPON V,`. 1 05-02249 CAL' NTH 1— 10/30/13 1-3 OF 10 ROBE RD LF-VwllVxL8l'Ar- P71113 E APMOWD P-L 06/21/77 1 R,L SIGNED: 06127l,2017 R, L STATE OF Luis R. Lomas P.E. FL No- 62514 i WP 2x 00 r<.RX.41 N S '_ rt p% t B. PS f MAX, wur M PEN EXTEP! R "fTE..RICP r r2 w"-'t REW VEPTI, CAL CROSS SECTON ON 0f R,^ WNC, OR 2X BUK iNS T Rr An'OttNOTFS: t r Rr' JR 2L FXc't OR .NfSNE br. "T"Hr'rzS, SHOVINFOR, C 4Rl r K DESG ED W ACCOROA. E Fr 'N A i1 -2?' % A7.7 r_w, GEAND, _ N i+k. -7 RC,', t6S 5 ' v r" A L:3 `J 1"3 a R,L _. c?c,.D N" S s4kL -t i w_ip LS R.. I J. _..t... 4 MAX, pv "woc ° ACOAM'NG — l 6 WSTALLA7"FC?N DE TAIL CF 2X BUCK3v OTIHERS SIGNED: 06:27r2 9 i hAl i°J[P WS AND DOORS LevG E53 WEST MARKET STREET GRATZ, FA f 763 SERIES 420 SGD REINFORCED WTHODi ADAPTER, 7 51, . 85" X6" FRAME iP STALLA?# i0 DETAILS tom, Ai E OF 0RVDVL H- 022449 t t SjPvAL ` cn GF .0 his 10/ 30j13 Br=:* JL;R Y.". Ltii4 R. ..+J(nas R.E. as:,:a-.,5 d&,rras r tsor",sze. F Na 625 4 1/2- mx EDGE MSTANCE MAX. SHIM, SPACE 10 sass OR SELF DRILLING scpclf; WTER1QR SILL TO BE SEET IN A BED OF APPRI`.'NED SEALANT 10 SIVS OR SELF DML-ONG SCREW METsA- STRUE71JRE BY OTHERS 1/2' WN, EDGE DtSTANCE VERTICAL CROSSSECTICIAl MET4L SMLr,7VRE INSTALLADON MOTES: MOTERIOR ANO EXTERIOR FfMISHES, BY OT-LEPS, NOT, SHOWNFOR C-A, R, rY. 2. PERIMETER AND JOINTSEALAMT EY OT F-JRS TO BE DESIGNED tNACCORDANCE WTH AS7M E21?2 2' Ml EDGE 1ST; f 10 SIBS OR SELF DRILLING SCREWS META STRUCTURE BY OTHERS REV'Son mScfwRc" DATt APPROVED ADDED PLAI,*E AVID ilN 06TALLAMN 12/10/13 RL REASED OTALLAT*4 DUN -S 08/03/15 R.L RW, S:D NSTLALLATON DUALS E 06/21/17 R-L JAMB INSTALLATION DETAL META L Sr TIPLC TUPE IN,"rA 1. L4 T --W Ml WINDOWS AND DOORS LLB 650 WEST MARKET STREET PA D-RATZ, 17030 SERIES 420 SGO REINFORCED WITH05JT ADAPTER 5 96, x 96" FRAME INSTALLATION DETAILS TAT NSF On IF op-m- 1 0 R I'D N V. L 08-07-24 9c f/ ION A L r- AU 10/30/*, 3 Lf7f'7'5OF 10 F NC 27OZ paLms-ou Luis R. Lomas F.E, IFLNo.. 62514 4-4,6IO-0sov VASO"VP' 2Y CTHERS OPT 'ONAL 3 CK SECURED SEE N07 3 EE-, 3//'6" T"PrSN MASC%"Ry ' CtNCRLL , 1/2" WN SE PARA T C N M'N. 1/4" Wt, 41 EN LMSEDMENT SrU, SPACP EDGE 117 .4C_ TAPC EXTEP,'0P, INTERIOP APPROVED zFAILAN7 i 2 7/8" MAIM r WN, SEARAQNr 1-,S_,ANCE VERTICAL CROSS SECTION 3" VH" 4 ARA C N, Cl, APPROWD LANGE AND WIN lNSALL-:,l,)N 12/10/'3 R ern NS_ A_LA_K`N DE -AILS R.- 06/2 1 7 R,L, 1/4' MAX, SHIN S__ 1111C' IERICF? q r EXTEPIOR 31163' TAPCON 5' OPSAMB !NS TALLA TION DETAIL OP 7 CNAL 'X c' TO BE PROPER - I R9 SEE NC7 3 S,'- E7 I 14, N"l ii-, PK, R ANO FXTERIOR Sr SUSS. BY0 THFPS, NOT S40'NN SCf, CLAP?-Y E-,'CR ANDJOiN7 SEALANT ERS To BE DESIGNED 'N ACCORDANCE fflTH AST? V E2112 SIGNED: 06,12,12017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET R L GRATZ, PA 1, 7030 1 61 T 1, SERIES 420 SGO REINFORCED WITHOUT ADAPTER 5 1 96" X 96" Z FRAME INSTALLAT! ON DETAILS IOFY.L. 08-02249 Sc-LE NTS 11,D/30/ 13 6 OF O Luis R. Lomas P.E. NC27C, J FL N 625 1/2' MIN, EDGE DISTANCE f EMBEDMENT i 1 /4' MAX j SHM SPACE 10 WOOD SCREWS INTERIOR 0 BE SET IN OF VFO SEA ANT WOOD FRAMINC OR 2x FX'k Fy OTHERS MAIN. RENT VERTfOAL CROSS SECTION WOMCIRAMJMC OR2YBU„XNSTALLATOV NOTES" 1, RhrRYJF AUND EXEMOR FlUtSWES, UY OTHERS, MU—SHOWNFOP Of ARTY 2. PERMETER AND J'QhVT SEALANT BY OTHERS TO BF DESIGNE,Dlt4ALe,'ORDANCE' NITHASTME27;2 R— I 3/ 8 MIN. EMBEDMENT 1 /4- MAX SHIM SPACE 1/ 2 EDGE MST ANCE 10 woon SCREWS EXTER'OR WOOD FRA*011G JAM8 INSTALLATION DETAIL OF 2X BUCK WOOD FRAMINO OP 2,' BUCK JNSTA.LL,4 T/Oft W 0714EPS SIGNED0612112017 0 w N 0 Mi WINDOWS AND DOORSLLCM' WIND A DR' LC L 4 65-3 WEST MAPKETSTREETWMKpApAST Z GRATZ, PA 17030 ATSERIES 420 SGOREINFORCED VTH0l;T ADAPTER 61/ 96" x 96, T IO_ L FLANGE INSTALLATION DETAILS UETEOFt/ATE OF AwRa/ R'S PITS/30/13 —7 OF 10 Luls R, Lomas P, E. 1432 VIOWFiNWRO LFWlSVkL& MC 270M FL No.: 62514 M, E,t- S7RUG-LR', 9Y C-HRS PC sys OR L. Nc SC R E`N METAL PE L WN, 2' MV,. EDGE DS-ANCE VERTICAL CPOSS SECTION Tr _ rA7_0ML—CO.IRE NCTES, IV EHIICR AND BY —11 NC T7iHC/VrV--0P 2, PEP hlVE7EP ANI ljjf'TSFAL4NTBv OTHERS TCBE EStNED.IN ACCORDANCE M7,' ASTMc?! %2 vAx, HiM SPACE M, S C R DPI- NG 1 SE7 N 817D OF P OVED S--- LANT EDGE DiSTANC 1c I- ELP 5R':'-- NG SCRE"NS MEA- A:,'CiE, L) F AW - A D N NY-A LAT CN RE'i SED NSTIA LA-ICN DETAiLS 1,4,,VB fNSTAL LA TUN DETAIL MH WINDOWS AN"' DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 G SERIES 420 SOOREINFORCED WITHOUT ADAPTER 96" x 96, FLANGE [ NSTALJATION DETAILS 08- 02249 NTS 3 0' / 13 8 OF IS 432 DAelE AP-Rl- Vf5 21`1C/I 3 L 6 `2' R SIGNED: 06, 2 1 87AT: OF 0 R k c t Luis R. LomasP. E. FL No,: 62514 S .F"A$tA,x:rFi f EDGE DISTANCE. e b s 4 EMBEDME.Pai` MASONRY 1/4 MAX. HYOTHERSE< SHIM SPACE CiPDONAL BUICK C BE PROPERLYSOCURED SEE N31,413 3/ 16- TAPcom Ah#. S`3mF-'f CONCRETE Ff' CTH mRS3/ S 6' T:1,PCON INTERIOR SILL TO BE SET IN kBED OF APPROVED SEALANT 1/4" MIN. EMBEDMENT 4 t i 2 1/ 8' M1W SEPARATION — EDGE G STANCE VERTICAL CROSS SECTION CON RET" Et'WA50t,T, YYfN<STALLAi7C3h 6xC,'s ADDED F- LI zGE AND TIN i STfit.tA'".?Gh 12l1Gt 13 t R.'s., REVISED WETA sIcil DEINU s GT3/G3"15 ° R.L. RHIMEP sE k T DETAILS d '06/V/17 € P,L. 1 1/ 4" Mild, EMBEDMENT SHIM SPACE 4 n l INTERI R WN, EDGE =- 6tSTA,' E F I — t 3'I [ If t f 3f 4 s" TAPGG a y EXTERIOR COM BETE/ MASONRY JAfvf3 ffi4ST4LLATION DETAIL OPriONAL 17 BUCK TO, BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES, 1 TN E-f310RANDEXTEr''IOR FINISHES, BY OTHERS, ITS N FOR CLARITY 2, F arumE-ERAIVD JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE Vft -H A5 TPf E2112SIGNED: 0& 2112017 MI WINDOWS AND DOORS LLB 650 WEST MARKET STREET GRATZ, PA 1703 , ° v ENS, SEMES 420 EGO REINFORCED WITHOUT ADAPTER ss xs" LANCE INSTALLATfON DETAILS per . TAT O ,4u Z or"°FEW m ra o 1e Iff l AlkiL .li NT 1Gf3Gj`13 i3 1-9 Or i LR€HH R70LL RE Luis €2 Lomas P.E. MAX hocD Y THERS 7 EMBED Fr LP— APPRCVED EAL-ANT VGOD SFA- VIi- eE" ND PN s- wcon; S C R ` N 7/ 16 )N ED<, E EXTERIOR NT;: 7- OF EXTERIOR JA ME INS TA, L LA TfOND F TA IL 4' YIN. EVBEDIADN7 Nooc FRAMING BY c7HE s INTEPIOR fNTEJRIOP VE' 7T!(--AL CROSS SECTION WOOD F PAM Pi G OR 2Y 9 U C K IN S TA , LA TICN CP Sl L - WSTALL,1177CN SEE Sl4r';E;'34 3, EDGE DiST RN4 1/ 4- MIN fNTFP! OP L PPOPERL- SEC'UPEC EXTERICIR -- - 1- p IAN E - N HOOK STRIF ANSTALLATON EDGE D7HERS EDGE DSTANCE STANCE ry IN ER/ OR W PANEL EXTEPIOR EXTFRIOR PANEL NT--RLCCK HCOK STRIP INSTALLATION HOOK STRIP INSTALLATION SIGNED: 06,,'2!;,2017 D FRAIV; NG I W71 N D S D 0 R L TOW 7ANTDO7SLF7650WESTMARKETS7REETc, L r GRAT2, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPFLR 61 96" X 96" AILPN & HOOK IMSTALLA71ON DETAILS TATE OF Q 7S 1 wi; c, REV ANO EXr- ghi,iOP F1',,V!5,ES, BYOT?EPS SPOWN-C,? CAPfTY 08-022, 49 C ONAL NOF 2PFR,' METP3 AND ;C!N7SEALAUTPVDT=IFPS TO LF 30/',3 0 OF 10 fESS3fJE0,',l, ACCOPOANCE f'WTHAS711, 12 L P08E2i -'E Luis R. i. ornas R.E. 1<1'? mOODFORD R,,:) FK79 V, C23 L P- 2514 Florida Building Code Online A https;//www,floridabuilditig,org,/I)r/pi, apjp"Atl.aspx?paranf wGEVX... SCIS Home Log In Uw Reqmkiatbn Hot To Submit $imhatse Stats WN Pubficatbm FRC Staff WiS Site Map Links Sea.ch dProduct Approval USER: Public Use, b Acokalur ,at > Apiftatkon Detal lop I N." 01, ME w FL # FL15279-P,5A, al, Application 'Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Emall 8585 Duke Blvd, Mason, 0H 45040 513) 770-6062 mwe,sterheld@clopay.com Authorized Signature Scott Hamilton shamitton@ciopay.com technical Representative AddreSS/Phone/Ernall Quality Assurance Representative address/Phone/Email Category Exterior Doors Subcategory Sectional Fxterior Door Assemblies Compliance Method Certification Mark or Listing Certi6cation Agency Intertek -resting Services NA, Inc, Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) NIMNIAN YM ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1686 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect QA Oy.pof d,em 1 of 7 4/15/2018, 5:17 PM Hot & Building Code Online litti)s:ll/www.flot-(lat)tiildiiio.oi-g/pr,,pi-. app dt1.aspx?puarIV- ",GLIVX, Product Approval Method Method I Option A Date Submitted 08/10/2017 Date Validated 1112912017 Date Pending FBC Approval Date Approved I 2/0s/2ol 7 Summary of Products GO to Page Page I / 8 FL # Model, Number or Narne Description 15279.1 001 W3-09 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. rnln,; 2051,2053,4050,4051,4053, 62, interior skirt 29 ga, rnin,) Single Car (up to 9'0" ,,iicle) 64, 65, 62G, 621,G, 64G, 5DF,38, WTNDCODE(t1 W3 Garage Door SF1_38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: + 20 Psr/-2o PST Other! The OPTIONAL glazing available for this product nie(,'2ts the wind load requirements of the building code brit DOES NOV rfieeL the impact resistant requirement for windborne debris legions. Tine product without glazing DOES 01TIPly with the impact resistant reqLH! erue.nL for xindbol tic, debris, regions, (lot 1609AA FB(,-,), Certification Agency Certificate 1 L15279 h', -C CAC Le(ter with pioof of contl,,,ct and p,00f of 'nsfx-xtuonpclf R5 Quality Assurance Contract Expiration Date 05/ 21/2028 installation Instructions FL1, 5279 R!,, 11 1,,).'6_55-rZQv12,rdf Vet Pied By: Interfelk Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 15279,2 002 W3-09 DSTE-IA471: GDISP, Gallery/Atti,,;U y/Expressions: 1- 3/8" Double -skim Insulated GRISP, GD11Y, GRILP, ARISP, EPS (exterior skin 27 ga. min.; inferior skin 27 ga, vuin.) ARILP, EDISP, EDILP, 4132, 2132, Single -Car (Lip to 9'0" wide) WINDCODE(? W3 Garage Door 6132 SFC38 MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant: N/A Design Pressure: LZO PSF/-2.1. PSF Other: The OPTIONAL glazing available, rot- this product rineets the wind load requirements of the building code but DOES NOT rneet tha impact resistant requirement for windborne gently regions. The product without glazing DOES comply vith the impact resistant: requirorinon1f for wndborno' debris rogrons ( ref 1609.1.4 FBC). 15279,3 003 y13-09 DSIU-1A171: 9130, 9131, 9133, fIDPI3, HDPFI3, FVDPL13, 7: 130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVIHZ: Yes Impact Resistant., N/A Design firessuren i 20 PSF/-20 PSF Other: The OPTIONAL glazing available rot this product tbeeLs the wind load requirements of the branding code but DOES NOT rneet the impact resistant requirement for windborne debris regions. -The product ymhout glazing DOES coniply with the impact resistant- i equirernent for evindboi lie debris regions ( ref 1609.1,4 FBC). 004 W3- 16 DSIE-1A1/I: 2050, 2051,2053, 4050,4051,4053,tat, 64, 65, 62G, 62LG, 64G. SDP38, SFL38, SRP38, 134, 1315, 136, 6130, 6131, 6133 Certification Agency Certificate no k prif of Qf 21''R, C ( AC kN_l UO'o lu Quaiity Assurance Contract Expiration Date 05/21/2() 28 Installation Instructions HA52/ 9 W", ' it 1,03952 Re"'01t`dC Verified By: InterickTosting Services NA, Inc. Created by Independent Tlhird party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 go, Loin.; interior skin 27 ga. min.) Single -Car (Lip no 9'0' wide) WINDCODER W3 Garage Door Certification Agency Certificate H, 152 79 R5 U, CAC- Letter with t t r, or cr C ca t. pI oof F1L,5279 R,', C. "AC, 0,13 t stin[3 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL152,-/' 9R_1,, 11,10417S, 'RevOl,pd' Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent I had Party: 1-3/8" Double -skin Insulated FPS (exterior skin 27 ga. min.; interior skin 29 ga. ruin.) Double -Car (9'2' to 16'0" wide) WINDCODE:w W3 Garage Door 1 o f 7 4/15!20 18, 5 : 1-7 PiedPied2-1 Florida Building C(Ae Online htt11T://www.floridabuilding,ter /pr/pt-,,ap _dti.aspx?pari-,w j VX... Limits of Use Approved for use In i VHZ'. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +20 PSFf-21 PSF Othort 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 MCI, 005 W3-16 DSIE-IA471: GDISP, GR15P, GD1LP, GRILP, AR1SP, ARILIS EDISP, EDILP 4132, 2132, 6132, SFC38, MFC38 Certification Agency Certificate f t..t 211.. . { ..ts k t... i nl.3fi•i, W"Or Ill ,C>f of cgr rm"', and proof arfi fCi"r[J CCif rr,1 1#f terfek, Of Equality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions f€ 4W,7f>,?f...Sf71..f sl1'i2 t134ie:Ct Verified By. Intertek Testing Services NA, Inc. Created by Independent Third Party. Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions*, 1-3/8" Double -skin insulated EPS ( exterior skin 27 ga.min.; interior slain 27 ga. ruin.) Double - Car (9'2" up to 16W wide) WINDCC DEOfi W3 Garage Moser Limits of Use Certification Agency Certificate Approved for use in HVITI: No FL15279 42a t C-iC:, Letter ryith aloof rf contract and hterf Approved for use outside fi'6t a Yes of 45peciio¥1.raclf impact Resistant: N/A Design pressure: + 20 PSF/-21 PST 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 i windborne debris regions. The product without glazing DOES Verified By. Intertek'Iesting Services NA, Inc. cprnpiy with the impact resistant requirement for windborne Created by Independent 'Third Party: debris regions ( ref 1609,1.4 FBC), Evaluation Report Created by Independent Third Party: 152M6 1 O06 W3-16 DSIU-IA171: 9130, 9131, 9133, HDPI3, HDPF13, HDPLt3, 7130, 7131,7133, 8130, II131, 8133 Double -skin Insulated € UR (exterior skin 27 ga. min_, interior skin 27 ga, rnin.) Double -Car (97' to 16'0" wide) WINDCODF..Co) W3 Garage Door Limits of Use Certification ,Agency Certificate Approved for use In h9VHZ. No Fi,T tiZ a t`; C .. C.t iC,p;' tyiCll,pr 7pf { i' c`c>nte aFt e$€ ci 4 r >pr' Approved for use outside H Fi a Yes f inspe¥;tkw'prlf Impact Resistant: N/A Fi 1,5279 R{ C",,CA W,.3 tiw,t,tfig !€il,trrgk.pf Design Pressure. + 20 P sF/-21 PSF duality Assurance Contract Expiration Date Either. The OPTIONAL. glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FI„A l9 W,,, Al .104J(,5,5-Peat)I 3( windborne debris regions.The product without glazing DOES Verified By: Intercek Testing Services NA, Inc, comply with the impact resistant requirement For winciborne Created by Independent Third Party: debris regions ( ref 1609,1.4 FE3C), Evaluation Reports Created by Independent Third Party: 152793 O07 W3-16 PAN-2F153: 73, 1500, steel Pan (min. 25 ga.) Double -Car (97" to 16T' wide) 75, 190, 84A, 94, 42, 48, 55, 426, WINDCCYDE(K) W3 Garage Door 488, 55 , 4R T, 6RST, 4RSF, 6R af Liaalitsof Use Approved for use in HVHZf No Approved for use: outside if ii . Yes Impact Resistant: N/A Design pressure: + 20 PSFJ-21 PSF Othor: 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 DOFS comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC), 15279.8 008 W4-09 DSIE-1 F171: 4300, 4301, 4310, 4400, 4401, HDG, HC?GL, HDGE 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVH . No Approved for use outside F VHZ* Yes Impact Resistant: No Design pressures + 28 PSF/-29 PSF Othen The OPTIONAL glazing available for this product Certification Agency Certificate t 5Z79 W5.t',....5 Ft . ?< itr i itli_I rt1 f pt c c,F t..f r'ta.lar4,t>f F05279 95 C:, C7{,. tN,a !i>Crt i.t teltr:k,,6cff Equality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Verified 8y: Tntertek Testing Services NA, Inc:, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double - skin Insulated EPS (exterior skirt 27 ga. mini.; interior shin 27 rga, mini,) Single -Car Cup to 9'0" wide) WINDCODES W4 Garage Door Certification Agency Certificate Letter With or oof of ("'o tr,ii:C and proof rsf t¥, iapctiel('r,lrclf f,.t tinslv,tn eg0,,udf Quality Assurance Contract Expiration baste 05/21/ 2028 3 of' 7 4/15/2018, 5:17 P Florida Buildin- Code On inn app dti.apx'?p,rarii=%v(ifVX,.. rneel-to the wind load requirement,; of the building code but Installation Instructions DOES NOT' meet the irnpacL resistant requirement for !Ll')2-19 W) 11 1010.52 B-PovIlLodf windborne debris regions. The product without glazing DOES Verified By: Inter -Lek testing Services NA, Inc:. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris i egions (ref 1609, t A FBC) Evaluation Reports Created by IndLpendent Third Party. 15279,9 009 W4-09 DSIF LF471: GD2SP, GR2SP, GD2LP, GR21-P, AR2SP, AR21-P, ED2SP, FWLP, 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: -+ 28 PSF 1-29 PSF Other: Tho standard glazing available for this product r-neets the wind load requirements of the building code, but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.10 010 W,1-09 DSIU-11`171. 9200, 9201, 9203, HOP20, HDPF20, 11DI't- 20, 1200, 1201" 1203, 8200, 8201, E120- 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, - f28 PSF/-29 PSF Other- The OPTIONAL glazing available for this product meets the wind load rcquirernerits of the building code but DOFS NOT meet, the Impact resistant requirement for vvindbci ne debris regions. The Tit cidur-t Without q1,17ing DOES comply with Ltic inkpact resistant fcauti-ernent, for windborne debris regions ( ref 1609,L4 T`Bc,)_ 15279-11 011 W4-09 DSIUO-11<479: Canyon Ridge/Brookstane 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 Cither: I he OPT-IONA[. grazing avaj4rble for this product meets the wind load tC(jUireroontS of the building code but DOFNOT meet the irnpact i esiscant requirement for windiborriv dotins regions. The product without grazing DOF`S, comply with the impact resistant requirement for vvindboi it(.', debits regions (ter 1609,1.4 roc). Gal let y/ Ai tistry/Exprossions: 2" Double -skin Insulated FPS exterior skin 27 ga. min., inferior skin 21 ria- nnin.) Single Car Top to 9'0" wide) WINDCODE* W4 Garage Door Certification Agency Certificate FI-15219 R5 C CAC Letter w,Lh Proof of Lontract and proof of inspectlonpdf ft- 15279-R5 C CAC WA Usnnq Inteitck.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By: Intertek Testing Sorvice-, NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Double -skin Insulated PUR ( exterior skin 27 ga, rnin., inferior skirt 27 do, nim.) Single -Car (tip to 9'0" wide) WINDCODEC W4 Garage Door Certification Agency Certificate F- Lib) 79 Rb C (.AC _et!er v,1,th ptoo'f of cakIla,",, and piucT 11 1W 79 P5_(' (-, Ai, 04 =nt'qck,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions R5 If 104!I33- Rev0J,pJV Verified By Intertek losung Service,; NA, Inc_ Createdby Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR ( exterior skirt 27 ga. min.; interior skin 2 Iga. ryfln.) with Overlay Single -Car (kip to 9'0" wide) WINDCODER' W4 Garage Door Certification Agency Certificate FL 15279 RS t-' A(,, Letter tvilll i,ioril ul r:ontra-, ano, Psr)f of H.15,179 R5 C CAC U,-,ung Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions F1,15279 R5 11 10,1456 Rev01,j;1iW Verified By: Intertek Tirqpng Servicos, NA, Inc. Created by Independent Third Party_ Evaluation Reports Created by Independent Third Party: 15279.12 012 W4- 09 PAN-21`151: 73, 1500, Steel Par, (min, 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEv W4 Garage Door 42B, 48B, 555, 4RSF, 6RST, 4RSF, 616F, 2R51; GD5S, GD5SV, GR5S, GR5SV, AR5S, A125SV, EMS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 125 PSF/- 32 PSF Other: The standard glazing available for This product meets the. wind land ierfuirernents of the building code but D(.')FS NOT meet the Impact reslqtanl, requirement for windborne debris regions. Certification Agency Certificate r- L,15279 K5 C CACLeUp,unf Of ard p uuf of msped"on"pd! 1LA5279 W5 C CAC W,! Listing InWil,ck.pc' Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F1 , 5279 R5 It 300 159-13-Revlf, Pcif Verified By: Intertek Testing Service,;, NA, Inc. Created by Independent -third Patty: Evaluation Reports Created by Independent Third Party: 4 ot'7 41r 15/ 20 18, : 17 JIM Florida Building Code Online I https://www.noridabuilditig.oi g/pr/papp dtJ,aspx?parairv,-wGEVX,. 15279J3 1 013 W4-09 PAN-21`441: (34S, G"54, Gal lery/Artistry/Expressions: Steel Pan (rain. 24 ga.) Single- 34L, GL4, GD4S, GDAIL, (3114S, Car (up to 9'0" wide) WINDCODEO W4 Garage Door GR4L, G4SV, GS4V, (34W, GIAV, GD45V, GD4VJ, GR4SV, GR4LV, E4S, E4L, E04S, ED4L, E4$V, E4D/, ED4SV, FD4L1f SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4[_V Limits of Use Certification Agency Certificate Approved for use in HVHZ; No C Approved for use outside HVHZ- Yes of inspecIf'Qu,ficif Impact Resistant-, No EU 5279 R5_ C_ L, ist i n g-Jittort.v K_ ad f 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 NOTmeet the Impact resistant requirement for I'L15279--R5 11-403466-0-KeyMudif windborne debris regions, Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 1,4 1014 W4-09 SPO-21`449: Grand Steel Pan (min, 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE(ti) W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ. No with proof of Contract ono proQf 1 Approved for use outside "VUZ: Yes or ins,P1gct1on,pdf Impact Resistant, N/A F 11-1,11 5279 -, R5C__,CAQ_W4_ L n g, j of rfelkjc q DesignPressure: + 25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other. The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but i Installation Instructions DOES NOTmeet the impact resistant requirement for FI,,15,Z7,3 J1 J1 1_9) K Y0 ) pdf windborne debris regions. The product without glazing DOES e Verified By: IntertekTesting Services NA, Inc. cornply with the Impact resistant requirement for windborne Created by Independent Third Party; debris regions (ref 1609,1,4 FEIC). Evaluation Reports Created by Independent' Third Party: 15219.15 i 015 W4-16 DSIE-IF171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. rnin,; 4301, 4310, 4400, 4401, HDG, Interior skin 27 go. rnin,) Double -Car (9'2" to 16'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODF(q) W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ. No fl_3 5 79 R,5 ridc, prC Approved foruse outside HV"Z. Yes Impact Resistant: No I'1-1,5279 Design pressure; +25, 5 PSF/-25,5 PSF Quality Assuranm Contract Expiration Date Other. The standard glazing available for this product 05/2 1/2028 meets the wind load requirements of the building code but i Installation Instructions DOES NOT meet the impact resistant requirement for fl_15279,_R5.jl l4f J,,',j, d P_f windbornedebris regions, Verified By: Intl rtak'losting Services NA, Inc. IS279,16 016 W4-16 DSIE-IF471 : GD25R GR25P, GD2LP, GR2LP, AR2SP, AR2LP, EWSP, 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 Pressurw +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. 15279,17 017 W4-16 DSTEO-1,1`479: Coachman/Settlers/Affinity Created by Independent ' fill rd Party: Evaluation Reports i Created by Independent Third Party: G allery/Artistry/ Expressions: 2" Double -skin Insulated EPS, exterior skin 27 ga, min,; Interior skin 27 ga. min,) Doubler Car- (9'2" up to 16'0' wide) WTNDCODE(RD W4 Garage Door Certification Agency Certificate F1,15279 R5 C, C,,,\C-.,Letter with proof of contract, and proQt of inspPaido.odf 1A14 jj,! Quality Assurance Contract Expiration Date 05/21/2028 i Installation Instructions FLJ-WZ9 I Verified By: Intertek Testing Set -vices NA, Inc. Created by Independent Third Party Evaluation Reports Created by independent Third Party; Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior i skin 279a, min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door 5 of 7 41115/2018, 5:17 PM Florida Building, Code 0111ille littps:,,','\vww,floridaIbLlil(tinLL-oi-_4,'prl"pr app 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 ratfv err The OPFJONAL glazing available for this product rnects the wind load requirements of the building code. but DOES NOT rneet. the impact resistant requirement for- windborne debris regions, the product WIthOUt glazing DOES comply wid-i the impact [-CSiStant requirernerit fat windborne debris regions {ref 1609,1A FBC). 15279.18 018 W4-16 DSlU- LF1 I I : 9200, 9201, 9203, HDP20, HDPF20, f-IDPL20, 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: 1-25.5 PSF/-25.5 PSF Other: The OP FZONAL glazing available for this product inerlts the wind load requirements of the building code but DOES NOT meet the impict, resistant requirement for windborne debris regions. The product without glazing DOES connfly with the impact resistant requirement for windborne debris egionF (let 1609.1A MCI). Certification Agency Certificate 1115279 R5 C CAC Leuct vjilh picof of cntia-', and, ploul cr FL15279 P-5 Q- CAC VVI Usting I-TeCrok,pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions F1 I5279 K3 11 l0304G-ri?v07,j-jd- Verified By: Intoatik Testing Services NA, Inc. Created by Trdependent Third Party: Evaluation Reports Created by Independent Third Party: Dcoble-skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ca, ruin.) Dmtble-Car (97' to 16'0" wide) WINDCODE':% W4 Garatje Door Certification Agency Certificate FLIS27) R5 C. (AC i,CU,cf lllth proof of col) VJC1, aild iir-oor of infpect );),Pdf FL,15279 Rm C CAC lV1 lisrinq 1W,ertekfidf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL151279 R, 11 104169-R0vT,)1 PJf Verified By: Intertek Testing Services NA, Inc. Created by Indeporde.nt third Party: Evaluation Reports Created by Independent Mira! Party: 15279.19 019 W4-16 DSlE30 I.K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga, fnin.; Ridge/Brookstone interior skin Mia. min.) with overlay Double -Car (97' to 16'0" wide) WINDCODE W4 Garage Door Limits of Use Approved for use in HVHZ- Be Approved for use outside HVfM Yes Impact Resistant: N/A Design Pressure, T 25.5 PSF/ -25,5 PSF other. the OPTIONAL glazing available for this proaluct meets the wind load requirements of the building code but DQFS NOT meet the impact resistant requirement far vvindbuine debris ferjiws. The product without glazing DOES comply with tire impact resistant QgJ1fen1(-'nt for WilldbOt'ne debris region, (ref 1609,1A FBC). Certification Agency Certificate FL15279 1-15 1C CAC Letter with ploof cif conttac, and proof of it-pecuon.pdf FL15279 R5 C CAC VVI lising Quality Assurance Contract Expiration Date WJ/ 2t/2028 Installation Instructions FL15279 P,5 11 10+157 RevO2.rld' Verified By: Intertek Testing Services NA, Inc. Created by Indepencient Third Party: Evaluation Reports Created by Independent Third Party: 15219. 20 020 W4 16 PAN 2FL53: 73, 1500, Steel Pan (min. 25 ga,) Double -Car (9'2" to 16W wide) 75, 190, 84A, 94, 42, 18, 55, 416-111 WINDCODEJ,,, W4 Garage Door 6RST, 4RSF, 6R5F, GD5S, GD5SV, GRSS, C46SV, AR5S, AR55V, ED5S, ED5sv Limits of Use Approved for use in HVHZ: No Approved for use outside HVl-M Yes Impact Resistant: No Design Pressure: 1 24 P-SF/-24.5 PSF Other: The, standard glazing available for this product njer,, ts the wind load requirements, of the building code but DOES Nor meet The impact resistant reqUironient for windbof- Me debris.regions. Go U." Page AD Certification Agency Certificate H- 152 7c) RS ,,' CAC . LoItc, witui T,)rl)or of conbai-t aiid oof of iw,,pedU,on,Wdf FI, J'-27`4 R-', C CAC A,14risting, InLertek,pdf Quality Assurance Contract Expiration Date 05/ 2112028 Installation Instructions L 11 ;/ /,I) R-5 11 1 Qt /T j, ,3 Rev L -,,, Td'- Vei ifled By: Intertek -testing Services NA, Inc(,. Created by Independent frTird Parity: Evaluation Reports Created by Independent Third Party: 0 a Page 1 it 8 4 0 Cqri14iUUs IDZI Tl,'U,.e uf FwCa s an AA/EEO eripzoyt^, C(rpy:iqrlt 3 Stotv sffzol&1 a : Pf IV,, -y Schein en„ : A((,e ,.tsltiy 51uATs;rryM prim I"o sorlo"ITT[It Uride, I Wda k1w, iliria, l addresses are pubsc reco,&, it ywj do riot wanr your il-mM address in resposrre to arequest, (110 wA Send 6 of 7 4! 15120 18, 5: 17 I'M Florida Building Code Online littps,//ww ,ilot,i(iitl)ui((i ci .or /pr/Fora...til,,)gz_w ti.as ?atll=z G ... mail to etrt, enter. Instead, contact the office by phone or by traditional mail, If you have any questbns, please contact 85Q,d87,1395,-Pumuane to eection 455, 275(1), Mrida Statute% effective October Y, 204.2., lkensees lidansa d under Chzp¢er 4.+5, rS, must provide the Derantrotm with it) emxt add+z',%, ff fey have one, the erals,provided maybe used for u€f ai cx mu tbn onto the Werazo. However email addresses are public record. If you do not Wish to st rtriar a personal address, phase pruvkle the Mporneert ukh an email address which can be made available tit the tartar, To detetramis ityou are a P etsme under Chapter 455, RI, latelsea flick ner. , Produat Approval A ptst Credit Card Safe 7 of 7 4/ l i/2018, 5. k 7 PM m" 1 _1111& SEE SHEET rWO FOR IMDACT RESISTANT CONSTRUCTION CE771L W AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. 0 on CpTICAN,L CUZNG WAY BE SFANOARD OR RAFACT RES6TNt€ GUZING SEE SECnON 8-5 FOR DETXLE. VAX. STANDARD SZE rS 42-1/2%16', MPACT RESSTAW GLAZJNG f$ 21-5/8'04-1/8'. A, ji h 121 11r-155 D RN If I .W, RM,ANT C-,M F-C A A Merl =V Es M9N, YEJILD STRENGTH 51- K51 1; CALV. ST-U- TOP R BRACKET EACH 8 FACKETATTM W ACHl{-} 114x5/ 8.9'',-ET VEAL SH; p LAP X#4& If - Ek4&'Ty ys - Y. VNE, FOAM 6HTJLAT4]IN r1,CK wrl-K 1111NYL D,,CXER ( WSUCATE-1 MOSELS ONL-, E5 CA. WN. GAL:V, STEEL S&W WTTHI A awED-0 4 ppwm AA YES 4 8"RD-_R 2 EC"NF`A-rE TOP COAT APPUED TO BOTH S*Es OF STEEL Sxjs. Z-1 - C113pay 1 /3/ 97 Building Products Z= AS0N"&7 compony WWW 14 CA., G. RQUER WNCF, EACH 1UNGE FASNENEr TO SAO ITIUS WlM (I I # I 4WS' SHEET MESA: SCREWS kiD (4) i/4%V.' SELF TAF1,4r TALL 20 G. A. DALV. S-,EL i-EARS 'N A 2-2- T AAHTRN' 'I E ON go-,10N. SEC7c41 ONE U-SA's" ON Nrx- SE C, IAR ATTAC ZO 2) t, 7 TAIP-ING SrqEWS PER S_11L_ 1 LCCATtCN_ 13 C.A. GAV, STE—, '-D70M BRACIIET, A—AC4ED MTH 2Tjb4z5/ 8__ SHEET METAL SCREIVS. Umwuw EXTRUSSN WEA71HERS"'RP O'ScNLC464)S: + 24.O PV & -24-5 PSF TEST LCIIZS; .36.0 NOE A, -,37.G PSF C A-mD C44 aspsTEDL FT00CELE-CAR, 16V 124/- 24,5 FSF B a x..m'•zausn #' . ,,r ec,xsazr sssaar j own Im *aim IcYJ110M.. IOULS 5k atssa+< z rm { ram.. ... 7 NOL z 1J rn akkE ` t m 9/z ,4-aPs' pro p as .n, ewa. stc' Av<04 u,iwea siPAC' RESISTANT ASSck.r Lr$A s$.m t DFU 101711 A tz I Y. s z a err s aasFs c n eav s sca ea ax} w I pr sft * r aFrya sF*` 1 LW M,-#4- OF TW5 DOM{ Lz u i E"..bl. W9x5 a8s gpo E6R S LW TOP awY.E:fiHoRaWAL fi%± d? t. fC%t 4HE i °+3i 6X£6`k5..$b" tMiRt"i. 1 i 8 F s eE s Wit. a¢ m.nxeaw xUE a+ ate: xwm& Umm ? wo tram a 14 s Qft. S=M Cox 100 ORNM ML BALM # 9 S' ARB ASSEMBLY M7AILS DRAVANG 1171 1-8 1s ea. i #!ca's- s s'sac u rsz terse uvOum eacE t^> err s g ills 3 ice e x + ec S `.< fm wm 0"" U vmm Aamw S j iy{ OM F i i AO r S iE S [ 1clepay r r 1/3/97 CLA5&C AND CH PO STEEL PAN suuer ohs rr, ex as nra . 8 ES83 Ca.!%.E CYR ay, "DOUD..E CAk I VW +i4/-24.5 P$F Building Products , erg'M jAC As $;2aa5 itY' fi..1Sii (5t3} 7M—Awl t i taaaaa e vgz, sus m i £ Si711 tC Florida Building Code Online htt[)s://wwvv, floridabLl itd .org/pr/j)r_app_dthaspOparam- ,AGL," V X— m o' v v KIS Hine (.ayIt, Ow, H-A topics subsubmit.sjrcharcge Mats FactsPubkaoonS FaC SUM Site plan links sewch bProducl: Approval o ) USER: pw)k tjoH` AjdQmrIPNA j, . -, , P w , ' e(,.,- 1 1 Appk,t n I Appr atlun V)eolfl FL # FLA 7499-R3 Application Type Revision Cod(,. 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 Manuacturer Address/ Phone/Email Authorized Signature Technical Representative Addro. c;s/Phonc/Emak Quality Assumnce Representative Address/ Phorte/I mail MI Window,,-, and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingerogn- flwd.corn Brent Sitlinget bs0, ho9eri47Mmd.corr, Categoty Window,,-, Subcategory single Hung Cornphance Method Certification Mark or Usling Cetfification Agency American Architectural Manufacturers Association Validated By Steven M. unch, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of ptandarr!) tgj c p(I Y AAMA 506 2011 AAMA/ WDMA/CSA 101/1,S,2jA440 2008 AAMA/ WDMA/CSA 101/1.S,2/A440 2011 Equivalence or Product Standards Cettiffied By Product Approval Method Method I Option A I of 11 4/1 —2018, 7:05 AM Florida Building Code Online https,//`www,iloridabLrildii:ig,org/pi-/pr__al)p__dti.aspx? ,ir ttn'- Col VX,.. Date Submitted Gate Validated Hate Pending FBC Approval Gate Approved 01/15/2018 01/15/2018 01/21/2018 Summary of products FL # Model, Number or Name Description 17499A 185 SH 36x84 Fin/Flange Frame IG/SC impact Single Hung Limits of Use Certification Agency Certificate Approved for use in tiYHZI No F A-2499-R-tr,_ E,,Kv,Pi1 Windows 12,5 t1 tltrt.i t.."jp` jet Approved for use outside HVHZ; Yes (<a}<# C Impact Re l taant: Yes FC.t7 3 I? .,., ;.. C„ hit_ V ra4ielvv;F 1dF5, (Fire) Ir='tpact Design Pressure-, -t 55/-55 s nn, riF Other: R F 55 za Missile Level D, wind Zone 3, Glass to beI Nt 117xl laJ..,R 3,_(..i3:zpct bedded in Pecora 896 sealant. (31•n0f 17499.2 185 SH Limits of Use Approved for use in HVHZ-, No Approved for use Outside HVHZ. Yes Impact Resistant., No Design pressure. -r.60 f-60 Other: R-PG60 174993 185 SH Limits of Use Approved for use in t14 KZ. No Approved for use outside HVHZ-. Yes Impact Resistant. No Design Pressure., +60/-60 Other: R-PG60* 17499.4 185 SH Limits of Use Approved for use in HVHZ*. No Approved for use outside HVHZ. Yes Impact Resistant, No Design Pressure. +60/-67 Other: P-PG60* r11,74 9 R3 (_ (AC -NI VY1409w3u,' 10at[ (iI rt 1, it ttx3CC Quality Assurance contract Expiration Sate 10/ 1712018 Installation Instructions 1' E7^}25.rt d Verified By: Luis. R Lomas PE-62514 Created by Independent Third Party:. Yes Evaluation Reports i l'j'749 R3 ,A Created by Independent Third Party: Yes 52x72 Fin/Flange Frarne SG/SG Single Hung Laminated Class Certification Agency Certificate Rzil7495. R3 r...t71(-..-Ai t,.{1 336) F 1726,(11:-1C.2 47 Fit} 1£iti 11( FLCv w werl.<p t1 i` t i 74Cir r 3 (:. AC .hil- rr rw vs 185 $H (`in) (1I ) pof It i7499 R C',.E 7atw h'iT.ta+€ ; 9 F... J ti SPI.,Fir0'0' C1(_ M1_ftndcevv t iti1,1JGSI Quality Assurance Contract Expiration Date 10/ 08/2018 Installation instructions Verified By: Luls R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent'rhird Party. Yes 3Cix; 64 Fin/Flange Frame IC/SG Single Hung Laminated Glass Certification Agency Certificate FLJ74 9 R3.,.C"aA(-"APC 1,,. k:.i.Yg9<F1 r;ta7 z. t)-_ti 2 l" LL-1499 113, (,-QAC_h l Wirrdcaws, IFS 5N (Firs) (73),lsdt I U7-499 RJ t"..,t ltit.,.M1 WIgd, v ....ii35 £l (F t1) (14) 12tft F L174 '1 ?._C_{-AC W.)rri€Aows 7r24-ti_(Fi t'Sf Quality Assurance Contract Expiration mate 10/ 17/2018 Installation instructions Verified Fay. Luis R Lomas PE-62514 Created by Independent' Third Partys Yes Evaluation Reports Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate _ L, i 749, R 3 1.,, C." _ E'6a hli 4Ci,4xC 1 9 c 0 1 `5 I:? Quality Assurance Contract Expiration Date 04/ 25/2022 Installation instructions 2 of 4 4/15/.201 , 7:05 AM Horida Building Code Online 1)499,5 185 si-I Limits of Use Approved for use in HVLM No Approved for, use outside HVHZ: Yes impact Resistant: yes Design Pressure: + 55/-55 Othen R-PG55, Mis-de Level D, Wind Zone, 3. Glass to lie bedded in Pecoi a 896 sealant. 17499.6 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVIAZ: Y,,s Impact Resistants No Design Pressure: 1-60/- 60 Other: R-PG60 17499.7 185 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +501-50 Othen R-PG50* 17499,8 185 Twill SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: 4 45/ 45 Other: R-PG45 1,1 ? 4 9' i, s3 If 08-03163, pd , Verified By: Luis R. Loma"', PE PE-62514 Created by Indeperident'l-hird Party: Yes Evaluation Reports F L 17,11 9 9 ',,R-1 A i,. 1,-,-) 14 Z') 8 p d f Created by lndepLndfnt Third Party: Yes 52x72 Fin/Flange Frarne IG/SG impact Single Flung Certification Agency Certificate FL 1 /4991 P 3 LAC MI M d1ows 185SjI (F nl, jj?j( -)cJ, FLA 7499 k3 C' CAC .tll VVmdov,-, - IM SH (J'Ti) lmp,A 3), pff F L 1, 711933 C C A C M I OV i nJ o,,,,,; - 185 ;H (hlnge) 2), T)dr flA7, 199 R3 C CAC H! Vihndowt ; U15 Sil (11a; i r I nit 0 q2a5) Quality Assurance Contract Expiration Date 10/ 10/2018 Installation Instructions 1- 1-17499 ttj J) Verified ByLuis R Lomas PE 62514 Created by Independent"Third Party: Yes Evaluation Reports 111?499 P-1, At- 5,13,'32011-1,pcJ Created by Independent Third Patty: Yes 52x84 Fin/ Flange Frame IC,/SG Single Hung Certification Agency Certificate 18S df ,; H' P!,G MG J -8A 2, 1 BS XW', R60(1 OQ,) 18) .p FL17499 113 C CA( &U Sri !'Fj Ll, I- I 0SHFL17499 R3C CAC MI 185 SH (9),l)dr Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FLI ` 49,) l 3 H Ve.114d By: Luis R Lornas PE 62514 Created by independent Third Patty: Yes Evaluation Reports H, 17,199 R3 AE 503'126 Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate Ft.1 A,, 49 iZJ CAC M1 185 SH 'Fin' FL17,1019 K, 1 1,35 1_,jj 1tjple 'jin, 4 FL17,199 l3 C 11--AC M! art ]W, lYicie [awgeo H r r49E t t C CAC MI 185 Sri Fq)1e, i N) rRj H) pd Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions t490 R3 11 08 Verified By: Luis R Lomas PE 62514 Created by Independent Third Patty: Yes Evaluation Reports il-IM99 fi3 AE A3324U-G,pd; Created by Independent Third Party: Yes 106x72 Fit) Frame IG/ SG Single Hung 105x72 Flange Frame IGISG Single Hung Certification Agency Certificate FLI ' t6 C CIA(: " AH WFedoth<, 1811; bt! rwill P3 C CAC M 185 Sli 'Pwin (Fi!0 F-1-17,109 TZ3 C CAC i,11 181S[-i -Fw1j, fflan,-jc'.) 31,pdf 3 or4 4; 13','2018. 7:05 AM Florida Building Code Online littps://www,floridabitildiiig.org/l)r,/P..,,,apl—Citl,aspx? dj aIllw WGI,"VX_ p, Fi-17499, R3 S&I Tmrn (Flarlg°) 4), Pkff Quality Assurance contract Expiration Dato 10/2012018 Installation instructions Verified By: Luis R Lomas PE-62514 Created by Independent Tbird Party. Yes Evaluation Roports Created by Independent Third Party: Yes d"'T'Whe§ The State OfFlOndl is an AA/r,,) enUploy er, rt?AUgingrit under Floe fa law, ernaaddresset are, puhhc records, Yyoo do not want your e-maj arldraini released in respornse to a pubfic-fdcdrds request, flo net send elecrrodr oul to this entity. Instead, contact the office by phone or by Traditional mail, If YOU have any queatkunS. please Wntatt 850,407,1395, *Pursuant to Se05an 45S, 275(1), Milne Statutcs,effettive October t, 2012, kern*es acered under Chapter 455, RS, Must provkle the Datetnulent with an email address if they have one, The ernaiLs provided moat, be used for oftfOlConlrouracation with the licensee, However email add+ yes are pubk recorb, If you do not Woo to supply a teeaotowladdres% iscase provirte the Deparninerdvitm an emagaddaiss which can be Made evabbLe to the pubk, To datorm Ole 0% you area kensee unerClrypter 455, RS., phase clirb he Product Approval A:..: gaup M- 7MRSEI-1, 10 H M Credit Card Safe 4 of 4 4/ 13t2018,7:05 AM 4 V, Sr ol, rr 7A V, R 1 MCI C167 F'. 3m, SIGNED: 12,14,2017 M! WNDOWS AND DCDOPRSLC 0, 60WQ' MAW" SUEET K X 72" N PAC7 52ON-Wffi aAT 0 STAEOF E OFNS 12/ 2G/l?. C7 QUAL Rlo ER 7 P F WC or, no 1 Q"s PA-, F_ No.: 62Ji4 i —' 52' MAY, RAVIE W CYTH52- MAX MAX 0-C, 2- MIAY 2- HmAx MA) IHi 72" MAX Mv"x F RAM' T HfT A A 4 L M Ll 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG IWNDOW EXTERIOR VIEWDESIGNER EXTERIOR WEW FLANGE&F7NLES.13 #14STALLATION R-ANGE & FINLESS WSTAUATION SEE ,:HAFT#f FOR SMALLER UNITS REQUIREDANCWORS SEE" CHART #1 FO4SAifALLR!j 417SPEOUIPEDAtVo,ORS DE` SfaJPRESSURE ,P47f7NG AfPACTRATIM5 60,0PSF # NONE SASH 5 ZE 5!" x 36", 5/F" X 32 3, WAXHVUt, RXED DJ- 0-: 4 316' X 52 V2", tAJqDWA1W I LOCK AT 6'FROM XLE 5' , , Or—ri AT I== W1 WINDOWS AND DOORS, LLC' 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERlES 1, 85 ALUMNUM SINGLE HUNIG WINDOW 52' 5 X72" NON -IMPACT FLANGE & =INLESZS ELEVATIONS 37 ------ 73- 7 7- G I 1132 SIGNED: 1P, 1412017 7 OF ORVDt N fit I Luis E. Lomos P.E. FL No,: 62514 v X L 14, 30. 36 4Z 54, 6-0, 72, J7 185 AL UPOINUM SINGLE HUNG NINDOW P85 ALUMINUM SINGLE HUNG 'WINDOW EX IF PfO,_3 ViEW E x f VIEW rift/ WSTALLA TGlv r!fv YNSTACI A70N SEE C i+ART FOR S V Ak -I ER L V T.S -'Fo P F,', ANC H,, R S SEF AN,?,:, SMALLER i)NfTS P.EOIiPE, ANCTCPS 90, OPSF HARDWARE SCHEDULE 2w: E ll L SIIIVEE P CCK AT 8" FROM EACH _= NC- 'NTE P UR 'A E EViG FOAL 9LOCK Ak,"C' TACK_ EA A NCE A 7 jA M, ES CHAET # 2 SIGNED; 12111412017 11 " NINS""'ViS 'J4[' DOORS, L 650 iV-_S VAPK,'7 PA l_N'q CRA72, 30- 3-7,' p tiL 7.F S H 5 A j WIN U M SNGLC HJNG 0i 52" X 72- l',CN-VPAC_, OF s'44':z o P Vo 12/ 2c/ll 1 071 L liCBERMI-DUAS' Lu s P." Lomas F.F' 1431, ' Nol-opo-RD po? 11, MSVILE' Ne.11"(117-1 SL 62514 F,c,: 1 /7 WIN cl A m R-,ASFD- ANCHOR SPA CI-NIC CHIW5 WOOD F mliNn, B RCIASED SUIS" o "7,2 17 OR 2x Bu-K, Y OTHERS 1 /4- FA' - A as N7 SACKER, R,,)D AP RQVED mAx. SEAi'A"'41 I s4wll SPACE 114" M, NT INTERIOR DGE pm --i-1 lj 0 W-33D ILA j 1q, F< 2X SUCK EXTjM-/pR BACKER ROC A. S M OR 2X BUCK BY 0-HERS VERTICAL CROSS SECTION APPEYOWLE', Q-, f 'U C T J SEA" LA." IF 1/4- MAX, WOOD FRAMING 0,12X8V0K,Af5TALLAT)ON NOTES 1, INTERIOR AND EXTERIOR FINISHES, 6YOTHERS, NOT SHOWN POP CLARITY 2, PERIMETER AND JOINT SEALANT SY OTHERS TC 3E DESIGNED INACCORDANCE WIT H ASTM E2112 SHIM z;,RA,-,F INTERIOR BACK '-- , R ROD EXTEPK)p JAMB INSTALLATION DETAfL WOOD FRAMING OR 2X ELICK IAISTA"TIU4 SIGNED. 1211412017 V,l WIND' OWS AND D007, LU- 650 WEST MAKET STREE GRATZ, PA 17R330-0370T r, Siva- - SERIES 185 A' UMINUM SINGLE HUNG WINDOW 0 51 52' X 72 NON -IMPACT FLANGE MSTALLATION DETAC-S N,G, 08-02549 B 2 / 2 9 /14- 4 10) F II uis R, Lamos F.E. FL ..., 625114 NTEPfOP VEPTICAL CROSS SECTION NC7ES NTPfOF ANE Fy Tc,10,9 FINfSHES, BY OTHERS, NO T SHC VV7V FOB CLA Pi TY, 2, ERIMETEFYAND C,,N7, 5EALAIjr Byu€rrct3S7C,5E C, E SUNEZiN A- OORb.4 NICE If AS Tkf E2 i 12 ANI m ; w IN D C.)VY'S A N D' DO 0 R S 65,7) W-, S- 44PEET S7REET; GRA-2, PA 17030-037n S R 1 5 185 AUJIMINUM SINGLF HJ-NG WINDID—N 52" X 72" NON-WPA;' LANIGE [,,:STALLA-ICN 4 9 C7 08—C2549 SIGNED: 12/14, 2017 44 ff, No.: NA, 7L 6251 - 1 1 1 2" titiN I j tA ruCi,S - 7 14Cu1 INTERIOR ell i f F € A£ 1 S F EXTERIOR TO BE SET rC P r CE a L a VERTICAL CROSS SECTION CON R ^#,R,;?A(RYII,tS7'ALLIr'iCN f_ C/TC Rz- tJ hfl.. :f tk.Cf?z ct t tfS .:71 ,t s a.. KS GLASS.,,. tee__,_.,_...._...... ., z, f7 t..}. HE- u € i 1' INTERIOR l 4 i EXTERIOR BACKEF ROD A ,IOVEDD 7S- F JAMB INSTALLATION DETAIL 6sVGRETF_, RS t SCthIf2YtNS'TALLk"T`k'?td NOTES: f IN—,cRIOR AND EXTERIOR FINISHES, SYGHERS, AACITSHOWPOR CLARfry 2< PERIMETER AND JISINF SE4LAA6 BY 07 hc"r?STO HE DESIGNEDlnAc DANO- E 47TH ASTY, E21II2 SIGNED 12r1412€317 MI DOW AND DOOMS. LUC oli11II?Ir 5 WEST MAPK_a STr cT GRi..Z, F ,7030-037 ALUMINUM tSN t €-E.; ° Y V%tS :31`d X 72t - sits T P14 tnn ?,,..y%w t c7 2- T 1 XGLRcLOWSr^uTi WSJ RuL WS NC97,2.3 S t`, i^S ? a ritarsr..c:; m u:w;k•s VERTICAL CROSS SECTION Z Ws -LAT;CN NC 7 SHVIAIN FOP l;LAP,TY TOBE iNTERIOP i A' D, DOC-S, -LC 650 W-' !,iAR,<,-T SRFT 0RA7Z, PA 17CM-370 S R I-'- "S ay; A L 6 V 4CM S L E i2" X 72" NON — ;VP ACT N, E-SS WST--A, 38 - 02 S 4 9 N S 12 / 2 9 1 Z 7 1 FOPFRTG i CMAS P.c. w( YODFORC F0 flliiSVfi..E MC 2,7023 134- 68 0-1'309 f4'-wl'lbl—'p—" SIGNED, E lt' 67 q TATE uF OR R% L, N' EDGE DISTANC7 1/4' MAX S 4/1 SEALAW s R -w INTERIOR Ef4TERfqR s! APPIR,:)VED s R A I / 4 MAX Sn"Ni S ACC ST'Ru, 8-y ) VERTICAL CROSS SECTION METAL SMUCrUREWSTAILAPON NOTES: i, lArrFRF-)R AAo EXTERIOR FINISHES, BY 0rHERS, NOT SHOWIN, POR CIARIVe, 2 PERIMETER AN-D JOWTSEALANT BY OTHERS YORE DESJGNED IN ACC'OUPDA. ACE W, TH ASTIV E2112 R'OSEC, AN'07 0/02 7 R L, I - MAX4 SH1 WM ..',PACL 1 0 SMS OR INTERIOR MIN G7ANCE EXTERIOR M E -k- RCD E,7Pj',Tj,RF APoko"IrD py 47"-ERS s7AII-All"r JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION V,l WINDOWS AND, DOORS, LLC 650 W:ST MARKET S7REET GRA-1Z, PA 17030-070 SERIES 185 k-UMINUM. SINGLE HUNG WINDOW r2" X 72NOIN-IMPACT FiNLLSS INSTALLATION DUALS NZ. 08-02549 NTS 12/29/14 _g 0 L RMPERTOWWsp'E 432 WOWFORD RV LEWSWU6, NC P7M',:; SIGNED,* 1211412017 TAT F R, Lu' R, Lomas P.E. A MERKA NCT N 2 :ERTAIETERAV,)JOlt,.7SEAL AN7BYO,,-HE,To,,3E DES,' C-NEOINACCORDANCE NITHASTME202 SIGNED: 1544017 M: M%!DC,,ljS A,1,40 LC R. Lo 553 WERE KMEAT SKEET E, V GRUZ, PA 1700-0370 y un SONS ' 85 AWMNUM a MNDOW 2" X 7/2" NON-MPkC-T Z' PROS WSTALLA-10N CETA1LS rJ3 s 5'/tt.}5! RR_LkkOF IN N. G. 8-012549 :9 Ili, ONA'Ll 5ME "m A"; w= s S2514 Wk4 ay "l t WTERIOR EXTERIOR 14 WAX pv APPROVED WOOD 0 RM it Ff %. S at E_ a"_ + VERTICAL CROSS SECTION WOOD FRAfYWG OP 2X 80CY WS TA LJ -4TtOlV rIA1 R7VtSM fi b fe R wC. N'G x CHART: 3 7/ 1 1 16 R L I VVOCD iA . _ X Tu. t a w000 r'c4d i G 1 INTERIOR e... _.. rts3 EXTERIOR JAMB INSTALLAT ICJ ; DETAIL NOTES: t3I. WTE•RKA AND EXTFRiGaR FIVSiE,S, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AtiD JONT S ANTO OTHERS TO BE CESIGNES IN ACCORDANCE Vf TH ASTM E21:12 SIGNED: 12114,2€I17 M! WINDOWS AND DOORS, LL 653 -WEST MARKET PE 4 c fi GRA Z, FA t 030 07 ti SaES 13 n i $'`v6V Sit,GLE HJNG'Ff:6<B^ r' n € F441 a 37A Ti'ON DUMLS 0 T T E OF r z YF 08-02549 X X Na i tTS sk T 29 4 J- tONAk- L P,08ERTO ' E LGiS P. L.'':;nas F.E.. t432 aRD L-'wo^ aL No27.S1 T FLANGE FRAME HEAD FLANGE FRAME JAMB ROL ESS FRAME HEAD ov 8-1513 6063- 759 050'T,^iCK I I - 05C,' 4,'Cl< A w ;,V'NV 6C,33- T5 a50' -; 4CK FLANGE FRAME SILL RAILESS FGA ME SILL cm85j2 CA4- I P-554 FIN,;7pAt4E SILL AL 0M, -,'M, » 052, 05" Tl I C K AL UW11UM 6063f,55Wk,'K /- 7 650 i AL',,'ANUM 6, r63-,5,Z, 5" THICK LOCK RA/L'STILE SASH BOTTOM RAL MEETING RAIL V 13;,-'4 1VWU&160e2-T5, 0627HiOK A L 6063 - 7.THfCK A LUNUM 6663- THk, K GLAZfNG BEAD SASH STILE PUGO PVC a Tic AL'„IARPJUU 603 TS 0,150'7r''('K W S Al "D 'D 0fl 950 'N- ST VARK-T A-Z, PA 1703C-037C SERIES, !E AL'-' Y,,NLM 'SINGE 'INS VNDCAI NON-;V AC- OmPCNEN7S o,- L ROBERHO'CWS E.E. S/ GIVEO. 7211412017 51 A, N Ile po Florida Building Code Online https:IlNk,ww,,f,loridabuilding,orgll,)rlp,,.al)p_dti-aspx?pa.airn--wCiEVX,,, ki, 4,/ SCIS Horne LOS lo User Resislyation Hot Topics Submt SurchaW Stars Facts publications FBC Staff I SCIS Site, Map bift Search d b' vaProductApprovalA-, USEW Public Userr FroOoO AcacovaLMotw, t.Nk I Applikatiom Detail FL 4 Fri5349-RIO Application Type Editorial Change Code Version 2017 Application Status Approved Approved by D5PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Prone/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 MI Windows and Doors 1550 West Market Street Grate, PA 17030 717) 365-3300 FXt 2560 lusitlinger@mived,com Brent SJOInger lasitlinger(t,lirmwd,com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received tand-Acd- AAMA 506 AAMAIWDMA/CSA 101/1.5. 2/A440 Y94t 2011 2008 I cil'3 411 13/20 18, 7121 AM Florida Building Code Online lit.tps:,/,'ww\v.floriciabttii(.Iiii,,.k)t-.g/pt,,'pr app_dti.,tspx'?par iiii-v(iEVX,I., Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15349. 1 185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: 4-60/-60 Other: CW-PG60 15349,2 185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: R-PG55 15349,3 185 PW Impact 0312612018 03/26/2018 03/27/2018 Limits of Use Approved for use in HVHZNo Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 4 55/-55 Other: FW-t-055, Missile Level D, Wind Zone 3- Glass consisted of 5/32" tempered extenor - spacer 5/32" annealed / 0A00 So!utia Saflex HP / 5/32" innealed, Glass was bedded in Pecora 896 silicone with 5/8" glass {rite. Description 73 x 72 insulated Glass, Certification Agency Certificate Quality Assurance Contract Expiration Date 04/ 03/2023 Installation Instructions FLI5349 K10_ll_O8-023S7F3,pd( Verified By: Luis R. Lomas, PE 62514 Created by independent Third Par Cy: Yes Evaluation Reports FILI - 5,134 9__R1k0_AE__,1 " 124 Created by Independent Third Party: Yes 159 x 54 Triple CHS Inst,4ated Glass Certification Agency Certificate 15350, pd, Quality Assurance Contract Expiration Date 01/ 24/2021 Installation Instructions F- 11-15349,(i110_11 Ob-02949,p0f Verified By: Lois R. Lomas, PC 62514 Created by Independent third Party: Yes Evaluation Reports Ft. i1349 183,pdf Created by independent Third Party: Yes 72 x 72 insulated Laminated Glass Certification Agency Certificate FL534<+ R!O C A 115t'54,rd Quality Assurance. Contract Expiration Date 06/ 25/2021 Installation Instructions 1 349, RIO 11 08 0 Venhe, d By: Luis R. Lomas, PE 62514 Created by independent Third Party: Yes Evaluation Reports FLI - 53 4 9- r10--A E_) 1 7 3 2, l,'P1 I I Created by independent third Party: Yes I5349. 4 185 PW lrnpacL 159 x 54 Triple CHS tnsulaled Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No f-L! '-, 149 H I 0__,-'_ ("AC APC 8272,pdf Approved for use outside HVHZ: Yes 1115349 RI C CA( APC,8213,pi;` Impact Resistant; Yes Quality Assurance Contract Expiration Date Design pressure: 1 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" annealed FL75319 kIO -111-08 0`1(') 14B,pdf 10. 090 S011-ftla PV6 / 3/32" annealed. Glass was bedded in Verified By: Lilly Roberts, Lomas 62514 Pecora 896 silicone. with 5/8" glass Lite. Created by independent 11b:rd Party: Yes Evaluation Reports FLISDIQ RIO AF, 5122 8Pp(V Created by Independent Third Party: Yes 15349- 5 185 PW Impact Limits of Use Approved for use in HVt4Zt No Approved for use outside HVHZ-. Yes Impact Resistant: Yes Design pressure: 4 55/-55 Other: FW-LC55, rlissi;e Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0A00 Solutra Saflex Hil / 5/32" annealed, Glass was bedded in Pecora 896 slkone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass Certification Agency Certificate tJ, 15319 mO_( Quality Assurance Contract Expiration Date 1210512020 Installation Instructions FL15349 Rif) 11 08-d16,13KpOf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4,13/2018, 7:21 AM Florida Building Cade Online I ht,tps://www,floridabuildiiig,orgjpr/piapp atn=NvGEVX... AtLasp0par, Created by Independent Third Party: Yes C The State Of Flo nda IS an WEE0 employer. "Jg' of Under Florida law, eiraA addresses are public records. If you do not want your e-mall address released In response to a Public -records request, do not sand elechunk', mail Co this entity, Instead, contact the office by phone or by tradtional rnall. If you have any vart5flods, Please Contact 8SO,487,1395, "Pupivant to Section 4SS.275(1), Fitoela Statutes, effective October 1, 2012, ficensees licensed under Chanter 455, r,.S, must provide the Department with an email adiresi Wthey have one, The emaits, provided may be used for offoOf communication with the Vicengive, However entail addrayses am public recordIf you do not wbh to suppia, a perronal address. please provide the Department with an email address which car, be, made avallalble to the tsiblk. 1b daterrairre if you are a ficensee proper Chapter 455, F,S,, please cock utpp_ Product Approval Acimaitts. M& DWEIM Grodit Caro Safe I=== 3 of 3 4/13/2018, 7:21 AM OTFS: t £ PROOUCT SPOWN HEREIN S DESIGNED AND MANUFACTURED -O CC hAPLY gf-'4 RE0,UIR MEtiTS GF GPI D A B U V-D I N G 00 " Y2WOOIDFRAMINGANDCMASONRYaENIN0BEDESIGN£ AN ANCH *ED TO PROPERLY TF,A{~ SFE,R A__ ,ACS TC S,RI, CTL,PE FRAMING AND dA3014R ";r'''EMN".J iS ;-SE Si C ES SIL!fY i.._ A`C ,NEC- , N(ONFE:F x BUCK G'EP rrSC`aRY/' tCRETE CP"iONLAL. 4. WHERE SKM CP EjCK ,"O KNESS sW SS T AN 7 , F Nam. `8 NCS MUS7 HE. ANr9 'HOB GT £ RAMP' IN G ORDANC f'ri MA 7 C, J .E.[; STr'LA ^ ; . O;NS ANCHORS S ALL BE SECUP CATTENEr CfREC I dIC• MASONR CON F:_". OR C HE STR.,C ORAL SUBSTRATE d A ERIAL. v. NHERE WOOD DUCK THICKNESS :S l i%?_" OF CREA FH, BUCK STAS_L BE SE,UREL FASTENED 7C, MASONRY, CONCREr_ P O->_ER STREC UPAL S'..fBSTRATW.. `$'INUMOW UNITS MAY uBE A.NC ORE., -ACU'S, . P: FAME -0 JECU'RED WOOD 5rJC :N A:CCOPGANCS '# iTH s#,aJNJFA^:j__:S >NST LLATION h Ew x "F. S NOT '_=', T.;#SSiti '..AR: VA P A; S '/,',ST BE SEPARATED N A.PPR ._- COATING 'CR 86.e"LPRANE. Sc__.,uCN OF COA'I,G OR PAFMBPANv .S RESr..`SEE LAI U. nEUK _NGNE_P ,. ZCORRD. E. t,CICS Srifi,LL EX...,Wt., B.TfC^:, ,aN'Cc,dd ,.E.P;GR FACESC -;,,T . RANIE SL P OP iS r G'flPvEC. 8. FOR PIP! STA€_LAIR `iN SHIV, AS `EFPED, . OR . RA0,IE iNSALLATiON SPIV, AS REQU3 Rwf AT EACH ; "-iGR' LOCAPON ''x717H LOAD SEARING S,HIM. a# W WHERE SPACE E OF /' 6 OR, PEATF OCCURS, MAXIMUM ALLOWABLE SHIM S" ACK TO PE 1 /4", 9. _,'SPAS AL:_ "BE IC,A FD, AP-_!F7 AND iADE R!?4^: Vr _R:ALS A"t ,1-hC'KN SS CAPA6i OF A ', G AP':='LlCABLE LDADS. iO WND " LOAC CDRA ON : AC,73R WAS LS' U , OR NCO', u ,2':CY R .AL_C ;,A`CNS. j w E JA`c=A EX RUOEO AljWNUIV 60O3-T5. VSIEIE GLA= -' EP AS V, E7 30C-^v4/`O), 13, ADFROVED tot: „.CT rRC-ECTI c . YS-EMx ,a ,RFOR iHiS LR'.,,DUC' fN eY,'v.; BORNE. BFBR!S PEGlONS. 4. FOR AN NC r : JGF' "shhhN K4TC WC'.C`r; FRA IA NG OR 2X BUCK USF #6 'WOOD SCREWS i SJ -ICfl_; A..£TH.tr„ fPia/U^. 0 ., E A HC ' ORS AS UHO`K N €N E_ VONS AND INSTAL _A, P014 DE -_A, S. REVt EZ !N"TAi. u t I.,L"',`,ELS R AN-U-CRIN ..,u, `` d3E 'Ovv ?k?J N0 2X BJC„ USE ' J MCC'G SOP 'MT - CIEiv . o- GTN :' C ACHIEVE A 1. 1/4" MfNWP1 V, E".,Ec'S" N 3 SUB.. RAT _ LOCATE. AN(OHORS AS SHOWN ill _L VA`'.'ONS AND ! aS AL -A EO T DE,AILLS, 3S. FCF, '%Nc rOk<NG , RJsGH RAMIE NTO VASL;NRY/CC'NC E"E USE: 3ffiv' APCOdS WITH: SUF C, EN- LEN13 H TO Nit, !Di A 1 , - Tk-:dE>dUM, EMSEDWhw ,T INTO' SUS. S7JAA"_ 'AOTH 2 1,/2 N"MUTA _CE DIS: N . . _CC. ANI-_.,C3RS AS Sr-,CAV ° fN _, _.A CNS AND NSTA_.: "CN DETAILS. OR ANCHORINC Rc-'Gr, <AMA adETA 'A "- n < E n c #S _- R.L V OCRE9l WI H SL F ENT LENGTH TO 4GH:EVE fREADS MlNFAIM BEYCYP C STRUCTURE iN _'Rt,i SKA _ LOCATE _ NCHORS AS SHO'WN `v EL .AT.ONS AND a;STALLATIO 1 DE'Ai..S. 16 ..EL FASTENERS 70.., E CORROSION RESSISTANT 19, f'vSTrsx.. "Pd ANCHORS .0tom_ E > TA.L__ 1N ACCCRGA,iCE: 'tri.Ci .3it;HOR ANUFACTFJRER'S NSTAL_ CN iNS t'CTK; NS ANO A C PS Ali NOT R SED IN SZJIBS.R. TES Y S'RE." C H' __,,,, ':Atd _ VIN muk ST: ENG SPECIFIED 5E_CAV W C,. ` a1tti;Ph Nr lr' w Fif rJPpyry a. CONC . MlNif&M, ..CVrE'ZESSJ_ :_N.. TI-, OF 2,00C PSt. MA..,c,NRY: HOL_O?a, LL U BLCCC PER ,4S-W ''W; . Fr=2, 013,-S .+>N M -V, C. AfE AL S71,; RE: 5t ?3GA !, 048'j c 33K` :; t: 52KSi OR AL,'MINUV, 6U6,,--T 30KSI CAw' _-ICK VINWUM a._. GEOYIE7RIC SHAPES .,_ A SO APP Olcr A ., ..^Ge._ CEOM ,.0 SHAPES D.ME.S€G€RiS SHAD_ NOT EXCEEDD INSCRIBER' r,!WFNSTNS OF APRt2OVF1D PUIL ;._CTA G.R ASSFMB..Y S:-IC'NiNINSrEE7 2. ABLE OF C vT S vS` L 3 ! ELEVATIONS, „-HARTS AND GLA2 NG DETAd S 12 I ri., A%-1 i'iy f' T}1,i..0 SIGNED: 11115,12016 M1 WINDOWS AND DOORS, LLC 650 W. MARKET ST Y OxRATZ; Pf. 17036 SERIES 365 ALUMINUM FIXED WINDOW 51 73" X 72" NON-WPAOT v ruXz NO ES 1 _ v, l 0 4 08- 02357 4 Y/ftn4'Y N IS E '' Cg/C3/ 14 OF 92 LDis R. Lomas P.E, 143PN CFlftRF r` D L,_,'V`,'SWL_, VC, 27=3 FL i`[C." 62514 av 388'J,;??3 .' ns 'h5 raavyut.'a 72 1/2' MAX FRAME WIDTH 6* MAXi IS- MAX C. 6' MAX Rom_ s MAY OC. 71 112 MAX FRAME i H- DG REFER TO CHARTS SERIES 165 ALU14INUM FIXED WINDOW 1 & J2 EYFFRIOP VIEW FOR NUMBER OF ANCHORS REQUIRED 1/2 MAX FRA.ME W01TH 1 AX 472 18' MAX O.C, 6" MAY UK-- 71 1/2- MAX MAX O'C' FRAME HDGHT RUFR -'0 CHAR-- -' SERIES f65 ALUMINUM FIXED DESIGNER V11,100W 1 & #2 O(TERIOP VIEW FOR NUMBER OF ANC40FIS PZC-',JfPED DESiGNPRESSURE RATIN5 IMPACTRATWG 60, OPSF NONE MOTES., MAX,' UUM0,L0,: 69V4'X68al4' PEVSED NS7ALLAMON' DL—ALS RDIISrD NWF AND, ADDRESS SEE SHECrS 4-7 FOR 114STALLA7ION DETAILS WE 1 APFWJYED 1. 127,111, RL SIGNED: 1111512,016 MI WINDOWS AND D007,-7-, 650 W, MARKET ST, GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FLANGE 8e FINLESS ELEVATION & CHARTS TAT OF G8- 02357 78 SITS 9/03/14 —2 OF 12 L. RWeRTOLOMAS PZ, 14V WOODFOR, RDLEW,LLE, NG.1700, Luis R, Lornas P.E, FL No.: 62514 434-636-A6a m 6' MAX MAK 1/2' VAX LIGHT EFER TO CHAP- #3 Ff P NUMEEP, 3F ANCHORS REQUiRED VAX MAX C.C. 71 1/2' MAY 7p ";ME HE GH- 2" Ntik AID - HX 8' "AlAx 0, C' 6' VAX SERIES 1859 A L UMNUM FfXED 01INDO W 2 1 /2" VAX W191 4- 18" MAX D.C. VAX Rc---R TO CHART #3 --- OR NUMPER OF SPIES 185 AL UMINU M FIXED DESIGNER WINDOW ANCHORS EQIJ:RED, E l ERECR IfEw X1,PA'l- I'll NGNE60,0P55F EV SEX 'W,E kNO G 1*1A F - -f S,' '- Si'EET 8 1 0- WSTAU-A' ljrli DETAX S Ml WINDOWS AND DOORS, LAC 650 Yi. MARKET ST. f,RATZ, PA 17030 SERIES 185 ALUMINUM FtXES M140ow 73X 72" NON-fM ' PACT F, N ELEVATION & CHART J. 08-023577 E NTSar09/03/14 sx"E7 3 OF 12 WG-, fFCRD PC LEMSVI-,E N-1 2-,rj23 668, 060-9 ;1--spr.",-as—." APPROVED SIGNED: 11/15,12016 9 L 0 y TATE OFF 4,,z 40 R NiAl r-' 1 U:s R. Lamas P.E. FL No; 62514 wf'j' DESTANCE 2, BY 3THERS RAX. BACKER ROD I SHW, SPAC111- BACKER` ROD er PpRolliM, i- APPR' rfill"'i T 40 W100D OVELA P-d SCRI' 41 EX TERIOR i i XTERIOR INTERIOR R,' RU— EACK-- P ROD N, ROO114' tAkX. N IISHMMSRAIC7Y. 211 WC110c FRAIAPvG OR 2X RUCK 1 1/4' LYH VERTICAL CROSS SECTION V,( 004FR4fXNGOR2X,3U' KfNSTALLAT,ON EDGE D':Z-1111111- INTERIOR A 4! p u woojD 7 EXTERIOR O 2X BUCK ROD it 3,( 37-R's BACKER 6 aAPPR ELD JAMB INSTALLATION DETAIL VVO 00 ERA34JN G -0 R 2X S K WS TA L L A ON 4' D3- A g - T sm z TOR s c R E INTERIOR 0 stll"s OR SELF n SH' W, SPAC, 3/ 4" MN VERTICAL CROSS SECTION METAL S7.RVCTURE RISTALLATIDIV 14- V I N' DCE D5TANC INTERIOR EXTERIOR Py A---ROVED S-' AAN4`7 JAMB INS TALLA. TION DETAIL METAL STRUCTURE 8USTALLATiON NAME -%C, A ,'RFSS NOTES, I- AfTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JO!NT SEALANT BY OTHER.3 TO BE DESIGNE0,1TV A=RDANCE WITH ASTM E21 i2 SIGNED, 111152016 W Mil WINDOWSANDDOORS, LLC A S' C L w ,A 550 W, VIARYET S-, 0 4,- A P4 pGRATZ, PA17030Z' A70IxSERiES 1,85 ALUMINUM FfX:D WINDOW 5 400 73" X 72" NION-IMPACT y TAe FINLESS MSTALLATIONDETAILSWj-llj0!j7 FILLERS lJ7, FILLERSSN --I- E S TAT 0 OF TOFJ,L 08-02357 B L 10 'S VAL T 4 10- 12 zaeasu P, E, P'E' -4 FL No,: 62514 F-N25 EXTERIOR INTERIOR VERTfCAL CROSS SECTION C',WCR.,-TFA,fA50',PY IN57ALLA TGN NO -Bs: f'j("T SHOIWN -OP C LA PJ71, 2 PFP,/,tl[:TFP AND AAN'T SET AN S' 07--PPS 70 BE DES,GNED N ACCORDANCE 'IVITH AS-'M E21 !2 Yz c'4 Am, on X 7 EP 'OR L- 6,50 WMAPKE ' T S T. OR' 71- PA i -1 33 73 X 72 143,N"- MPAC- WiJ- ' H-LERS S 2 35 7 Fs -9/ C3/ 12 SIGNED, 11115%? 0'6 TATEE OF 4" Lo—, as P,--- 14c.. 62- r'4 7" MIN, 1 4` MIN, I41PAL EMEDMLN, R B RY C HE RS 1/4- MAX, RA'KFR ROD SPACE a44SIKER ROD 1' 0 LLR Q v=D SCREW EXTEEXTERIOR RIO INTERIOR AfOOD SCREW BACKE,, Rl,"DRk- "R ROD I'll ko APIPRCAPPROVED1 ' '4' MAX RCR2XDUCK I IJRE By Or. HIIER3 LOGE 1,7S,ANCL VERTICAL CROSS SECTION i )4" 54w SPACE RG@ FELLER It O:) ww' EXTERIOR OR 2X SJCK BY C,Tm',---RS BA--KEFI, ?0D SEAd AN - JAMB INSTALLATION DETAIL R" 74 R T FLF INTERIOR SELF DRI-ANG R C'D FP LFR STANCE VERTICAL CROSS SECTIOtV METAL SMJCTURE INS TALLA DOW RZV 05 KAME AMC ADDPESS, 10;27/- 6 NOTES: IMERIUR AND EXTERIOR PNISHES, BY OTHERS, NOTSHOWN FOR CLAPITY, 2 PEAME TER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21772 1 4" MAY RGIC ER SiGNED., 1111&2016INTERIOR MI WINDOWS AND DOO, LLC ttRk;tLt 650 is MARKET ST, "k R 77PEMSOPGA PA 17030 SERIES 18' ALUMINUM FIXED MNDOW 0 6 I/ SCREWS 73 X 72 NON-110PACT EXTER10IR ESS INSTALI M- N DUMCS MH, RIGID R' E-RSMEi'AL A j VAfi 'OF O BACKER ROD R ' A; A5rYOTHIIRS P P R 3 v'ED 3EALM7 J1, 08-02357 B NIS OrJAMSINSTALLA, DON DETAIL s A' 049/031/114 7f-67-4L RROFT-j,,E- tvs-rZL4Tr--v L t 970 LOWS PE Luis R. Lon,-s P.E. 143-'wooDFORDSO frwww wAc270z' FL No,; 551 24 F4J4,-- NCITES, i NVOTCP AMD EaWop lawra x" OT,;ER M SHOWN MR SIAM " G. PERM Eh AND MEXANT BY 00AR3 TO BE MSTWO WA WOMAME WN"S WED 12 V! MNMWS AND DMRS, _L' , 650 AV MARKEF ST. GRAT, PA 17033-3 SOTS 185 A"MAUM WD WWXW 73" X 72" N%-WPACT WASS flOnVON DUMS WrH ;iGW TLARS N- I no n j. L. 08-02357 N T_ -7 C , 2 0609 SIGNED: 1052016 s 00 Q TUE OF :Q 01 R. P.E. FL l4o. E2514 03 OR 2x B-uce By I Hll;.s SACKEDR ROD & APPF-OIVED Z' 'ALAN- FLANGE H-H'ND FLANCE 14- a;x' V, ACCF 0 'wo 0, sms C41? F0 NAM: AND AD1jF,'FS-, TE 14— ipu- EXTERIOR INTERIOREXTERIOR INTERIOR m, sms 0 WOOD SCREA" v I L Rl':DD FOULER SACY11-P ROD &" t,ACCKER RC,10 -A- ixi MAX, D;7 SIPA$_ N1 wOOD FR4om OR TRy!7- J-7t WITERIOP AND EXTERIOR F4WSHES, BY 07'HER-1, z TP'ICTJ RNOTSHOPOV FOR CLARITY 'K`TaLCKBY7H'F:'" s ly CR; 02,PERIMETERAAiDdOtt17SEALAN" BYOTi4ERST-lBE FiESIGNEDW ACf-,0PDAArE WITH ASTbf E2,112 AUN E VERTICAL CROSS SECTION DG -DIOT,ANC------ — - - ------ VERTICALCROSSSECTIONMETAL STRUCTURE WSTAaA TION WOOD FA4MING OR 2X SUCK INSTALLA TION 4" MAX 2" 1kT V,, I ERIOR rf" I ' DM11ANCSIGNED., 1111512016 ft,4TERIOR 011 Mil IM! WINDOWS AND DOORS, LCC X/ S 650 'WMAPKET ST, GRATZ, PA -N C w Do X fill -CO- P, SERfES 185 AUWMNUMFIXED WINDOW 'o 2" NON-WPACT 73 X j%- FRAMPNG FLANGE IRLERS NSTALLA110N DETAlLi WITHOUT L :-P4 2XBUCKEXTERIORTATEOF 40 zz EXTERIOR S7RATu-Rr- BAZYI't-pP' D BACKER ROD -'ra REV APPROVED SDA`A',J a, 7RS AP R'hr,') SD' A"'AK j'L 08-02357 s Er ' 0,,D -;--7 " z N, TS 1 09/03/14 OF 12 JAWB INSTALLA, TION DETAIL JAME INSTALLATION DETAIL I-- PI0,65RTOLOVAS PE - OR 2X —BUCY WSTAL—L Luis F. Lomms P,E, W6 b PiA ATION METAI, STRUCTUREINSTALLATION143201000PORIRDMLEMSVXLE, N-CZ72=3 FL No.: 62514 a s x.. EXTEPIOR IN ERIGIP IPITERIC)P 4 , r r, a s 4 7 EYTERICP e hs. F JA1VB i!US t At LA , rCiN DETAIL VERTICAL CROSS SECTIC)N MVSS LL-1 TiON S/GNED: 1 'i t 5/26 f 6 f rf-esS, NTERORAND EXT RKFFIIfSH S SY07 -ERS S 185 A YNJM 'XcD, Ylvti f r t 14XL ' ,ta 1 — NUT SH0Alit n, ! 3RtTY_ Br tPFF T s,q AND J01NT SEA AN T B C7'Fif i0 BE A,'` 7GE 4FIa S_x rJAt lF A! S Nil 1cJi '_L'"J j u' 8 DESIGNED/ NAD 'PDAMCE6'1 „AS 4E24,2 P.t JJ4 C J225' Luis P. LUrt,os ? 4w2',kY: OD'FJA`J rcf?LEi`dr5'/1L:.c". xc 2i",.^,23 sF.4- PsdE-(,'S 5 r7F°r; astr/cn r3Pe.r,.+ro FL N6,,: L,,d:. _. tix RUCK F 07. ER. - APPROVED S ALP,- r2' EDGE DiSIANCE EMBEDMENT yy( y.. } G4n. MAX, BACKER ROD APPROVED SEALANT f4- W;A,f iM SPACE EXTERIOR _ < INTERIOR EXTERIOR INTERIOR S m As FRfSc A . `. t , l t-s" iF %; P ,,)V EALA*. a r ,' !, E Hf RHW 7 f 'T -t. ---... -.,,, -----"" r" ' f, W-jE'sitflRAM-0 EXTEAK7r': Flfr i,.M'HES, 5YOTHERS, OR 2Y IuH f4 ^1. `= N07SHOkWFOR LARITY Pv s- A"f",.,3fE-`" }' -0 i1EP2•- `^ 2 PERIME;ERAND JDItTSEALANTlY0 HERSTO-RE t_ i ? J/ 4 s>, DESIGNED1PJ A. GGC'FZCJRNGE Yi'IiN kS?RAE29,2 12" MN J A,, r VERTICAL CROSS SECTION VERTICAL CROSS SECTION MjFTaL STRUCTUPEEINST TC* r F,< airrs cR xucx trr;T?":ricra 4- MAk C iC Ea. ry 4 4 r- INTERIOR J vA, 4 CcSIGNED: 111152016INTERIORml i r - 650 W. MARKET ST, a .. C4f i i ,5`/ k, — R k R — 73 X 72 tk a HC? ' u X E ml! EXTERIOR k' — EXTERIOR u , 3i6k 4 . Yl , a RS 4 ATE F R BACKERy-. «, 3;.y '` ss*. aC fi gip, CC1,'•k A k W .0 — src d d F 4 r 83k T E sa 7IId OliAi_hi_ _ APR , 08-023157 KH"llMID AN x:,N1 LAN'`NT5 /03/ 14 fr'/itt1n JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L a µRTC,LOWS FS, tlkti,r FRAMING OR 2X €3UCKINSTAL3ATK)M METAL STRUCTUREIASTALLAMN e43r'txO,yOL',ROWAXi:.PMSVUC rr-070,2s Luis P. L omos P.E. a-U, Vaa ,uo,r:r-,az. cm I'll, No- 62514 EftEPIOR V v VA< V A L- AITEPIGP INTERM)FI 2' Y EXTFRI( P JAMB INSTALLATION DETAIL NIX ET C -MASGMFYtNSTALL,4r!0,'V FVERTICAL CROSS SECTICN ON SIGNED; 1,,175•2076 P' jWq- AN' DCODS L FAI, ShES, BY DTHFRS, F- 5,fitiilJ W, MAIRKE-1 ST, 7170, j P, f E P! jGTSHOWN FCIP:,', AP17y GRAT, 2, PfRMCTLEO AN-L —IIN7 SEALAPi' 2v OT%ERS 0ESlGP,F[,,' Pv AC,'CROANCF WF7-AS-A1 E2112 TO 9E i8 Al JV,!',UV, XFC,' WN`CH S'--' RES37, N c p A I 5o? P 4IC1 STALLATON -)— AS RGID R'S 0 A Tr Gar 1ANGE ISOR00" 0 8 - D 2 3 5 7 33/ EL I 7- 09/33/'4 C-7 12 0 DUAS F Lj;s R. -onzs E. 34 .Ms 0909 Nc,: 62511 z 5 w 5" 07"DRS 1/4 MAX, TED'STAN' EDG t A 1/4- MAY, 1 3/8" !N 4="W- EDGE, 0&4ANCL SCR"Et" RAMAG 4.nv RN VERTICAL CROSS SECTION WOOv FRAWNC, OR ZX BUCK A'STAUATON MAX WOM SIWI SPACEBy iv vv IN7-RIOR ' S APPROVED AIANIT 7H F3, EXTERIOR UE FVS W,;U' JAMB INSTALLA TION DETAIL WOOO FRAMM3 OR 2X BUCK IN57A-1 ATION PLV.SED DUA LS ac/olllv'll iPJ 1312711,65 ROTES. 1, WTERIOR AND EKTER,'0,3 FINISHES, BY OTHERS, NOT SHOWN FOP l-L4R,7Y 2, PEMMEETER AND JOJVT SEALANT 3YOTHERS 70 RE f-'E,Sh3N,EDjWAX0Ra4NnE WITH ASTM E?112 SIGNED: 11,115112016 M! WINDOWS AND; DOORS, LUC 650 W. MAPKET ST, G TPA'Z, PA 17030 SMES 185 ALUMINUM RXED WINDOW 73" X 72 P4014—WPACT FiN €NSTA'-LATION DUAILS ag TAT OF 4 OR VD't Luis RlLom--s PZ FL No.,, 62514 Florida Budding Code Online I app --dtl 1SPOpara III WGIINX., 00c, T 1— 7r1, 1 J R(11`, Honp I ug In User Regi,"t,aw, Hol, lotwSubmit A"Irs a racts ubii'auois FUC Stnff BCH; 5fte Map t irk, Sewch Approval USCA: PUIA, W.? ObFfl- 4 FI-15353-R3 yN Application Type Revision Code Version 2017 Application Status Approved Con- irnent, Archived Product Manufacturer MI Windows and Doers Address/ Phone/Ernail 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsiLlinget ( Drniwd,corn Authorized Signature Brent Sit nger bsrtlingei( i`a)rn!wd.com fcchnical Representativo. Address/ Phone/Email Quality Assurance Representative Address/ Nlnone./Frnail Category Windows Subcategory Mullions Compliance MMthod Evaluation Report fioivi a Florida Registered Architect or a tkonsed Florida Professional Engineer Evaluation Report - Hardcopy Received Honda Engineer or Architect Narne who developed tuts rt 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 f3y Steven M. Unch, RE Validation Checkkst - Harduopy Received Certificate of Independence Referenced S* indard and Year -(of Standard) Equivalence of product Standards Certified By Sections from the Corle. f1153, 53 R3 (1-01 FLCOl,,,,,,W M 1 of'--) 4/ 1 3,11"M 1 87:26 AM Florida Building Calla Onfine htt s.//ww"www,iloridabuildin .or&,/ r°1 r app_dti.as x?p Arain=wGEV .., Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/2312017 Date Fending EBC Approval 10/'26/2017 Crate Approved 12/12/2017 Summary of Products k _ Model, Number or Name Description 15353. 1 5764 = Horizontal Aluurinurn Mullion Limits of Use Installation Instructions Approved for use in HVFt . No P I>,15 ,53 . i ',3 ll....tlii t1;l+40E3,pdf Approved for use outside HVHZ, Yea Verified By: Luis 12 Lomas, PE PE-62514 Impact Resistant: Yes Created by independent Third Marty: Yes Design pressure: N/A Evaluation Reports Other, Max single window size: 52-1/8" x 84". Max mullion lI1 3_.1....,51 ,07 2f?, t4i span: 104 i/4' Created by Independent Third Party: Yes 1a353, 2 5764 Vertical Aluminum Mullion Limits of Ilse Installation Instructions Approved for use in HVHZ: No f 1,351f 3 93 1t..f d-014390.pd Approved for use outside HVIH : Yes Verified By; Luis R Lomas, PE Pt-62514 Impact ftesistarrt. Yes Created by Independent Ihird Party: Yes Design Pressure-, N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion f L15 span: 83", Created by Independent Third Party. Yes 15353. 3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZl No 11 `s 1`z 1 2;I St. Sl-P14,11113.prif 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, NIA Evaluation Reports dither. Max single window size: 52-1/8" x 84", Max mullion f`L1 153...i?3...AE. >12€17: P1 t z1t' span. 156-3/8°" Cheated by Independent Third Party: Yes 15353. 4 5765 Vertical Aluminum Mullion Limits of tise Installation Instructions Approved for use In 14VHZ, No s [,15351 R3 it .90,7ti1.4 Approved for use outside HVHZ. Yes Verified By: Luis R Lomas, PE PE-6251.4 Impact Resistant. Yes Created by independent Third Party; Yes Design pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion f1,1"i:§ span. 63". Created by Independent Third Party: Yes 153515 ; CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ. No t L1.53.h5 1?' , It.. la8-(1144 ft.poi1 Approved for use outside HVHZ. Yes i Verified By: Luis R Lomas, PE PE-625 t4 Impact Resistant: Yes Creaked by Independent third Party: Yes Design pressure. N/A I Evaluation Reports Other. Max single window size; 52-1/8" x 84". Max mullion I I•t i3'a3 ,h;),,,N1 10 length - 03". Created by independent Third Party: Yes 15353. 6 CM-18520 IHorizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ. No ft.1 .5:1 1?3. 11...015i?k 15t a.tt<(1` Approved for use outside HVHZ. Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant. Yes Created by Independent Third Party: Yes Design Prtessure. N/A Evaluation Reports Other. Max single window size - 52-1/8" x 84". Max mullion t11 3 3..F?l__1F"...l ilt5 tfar f span - 156- 3/8" Created by independent Third Party; Yes 15353,7 CM-18523 I Horizontal Alurninurn Mullion Florida BUildingr Cidde Online littps:)'www.floridabuildi;ig.orgl"pi-III)i- il-)p_cltl.spx?par~ill--xv(iEVX,, Limits of Use Installation Instructions Approved for use In HVHZ: No f L15353 R3' 11 08-01452B,I11il Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent -n,,it-d Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window sue - 52 1/8" x 94". Max mullion FLAS353 rtJ Ac, 512.0,166,pJf span - 104 1/4"• Created by Independent Third Party: Yes 15353,13 CM.. 18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No 1 R3 H On 0 1 443F,,,pd( Approved for use outside HVHZ¢ Yes Verified By: Luis R Lornas, PE PE-62514 Impact Resistant-, Yes Created by Indclacticlent Third Party: Yes Design Pressure: N(A Evaluation Reports Other, Max sIriglo erindow size: 52-118" x 84". Max mullion 1`1,15353 R3 AL 512067'b,pol' span 83" Created by independent Third Party: Yes 153S3.9 CM-18532 lioriiontal Ak.jrninum Mullion Limits of Use Installation Instructions Approved for use, in HVHZ No fz,i Tj Approved for use outside HVHZ: Yes Vended By: Luis R Lornas, PE PE 62514 Impact Resistant: ye- Created by Indeponden', Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion H, I f Jr3-jj,3, At 51)077f1pdf spar) - 156- 3/8" Created by Independent Third party: Yes 15353,10 CM-18533 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Max single window size: 52-1/8" x 84". Max mullion span: 83" 15353.11 CM- 18534 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window we: 52 1/8" x 84". Max rnuflion pan: 156-3/8". Vertical Aluminum Mullion Installation Instructions FL t 5 3i l RG 11 08 Q I 1,141,3,pd I Verified By: Lurs R Lomas, PE PE-62514 Created by Independent Third Patty: Yes Evaluation Reports f"! 15 3,,) 3 R 1-1 A E 5, 12 0, b 8 0 d f Create(] by Independent, Third Party: Yes Horizontal Aluminum Mullion, Installation Instructions F! '5353 P ,3 it 03 OL,15,1113p;1;f Verified By: Luis R torus, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 15 - 351 3 'Z 3 A E '5 12 0 18 13 d Created by Independent Third Patty: Yes W, ek'I. Next Qfra4( Vti: 201 liar Stonq R",aCi, Fl,?299 Prone, sSQ Ira? ls.?A The ,,fate of r st,,11a is an A,\,'rFO Cowyihy 2QQ7-,2Q .0 State orflorkll. : Privacy Stitelnent, Re and Sdaremew, Under Fi,,,!( I,, addresses are Pubic iaur,ds a, you do not wr, rrt "Ou, e Mao ldfloess 0e,,.sed to a pubk records request, do wA send efleoron,- moil to the e,Oh, I'tstead, contact the office by phone or by t, idr, w"all mail lry(w htl,le any questions, plaasx, contact 8s0,487, 1395, 1Pu,,ww,t to Section 4s5,2 711(l ), rkmda Statutes, Well— October 1, 2012, lce"sees konsed kince, chapter 45_, FS, trust provide the 0,,rattIllent with ,n emig address if they have cloe I ilia Pmad( provKed illaV be used for off"I! conxrwrlicatxn Mir th. klrsee Ho--, --1 add—,- —, Public recow, Ir yo, (10 not to 'upply a mt,orla" add, Css, rkoi"e provue thP Department r,q1, all emaii address whrh can Be r,adr, available to the puby: To detorr"'llor it you are a 4cweov "'wer 45,, r ., otease dhck ae,F ProdUlft Appirovat Aoutem I of 3 4,'l 3!'20 18, 7:26 A M P;'GDUC SHO-AiN -iEJSDN 0, D"ES!GNED ANZ) W N'jACTI,'RLD io VlfOjH J EOLAREWENTS, 07 THE BU LD I,G CODi WMD FRWWC TO a;, DMIG-,NED Asiir; ANCHORED TO PROPERLY ANS R ALL LOADS TO STRUCT,-PF. FRAIk14,G IS 7HtD AESPONSt' Lf-Y OF THE AR KTECT R EllJG:NE,-R OF 3) Al,'_'StOSL-F S7RUS INIVEAM OF V3 Me NO LGED IN SHF- DESIGN OF THE PROr UCT SriOWN -HEREINI, VMD LD;AD DjNlictv' C6 WAS USED FOR ',,A0 0 ANCI-S)R! r-AL—;LA7-K)-NS-' 4) APPROVED VIPACT PR,,-rC-HA SYSTE'V1, 7 4S PRIMMT N WWD 80RNE DEPIRS TO 101AL 3, WSRIN PRESSURE MD 3NSTALLATV', DETAVL SHOWN N lKs D0CWVFNT APPI 'f CN y 3 IVIULLIIN, N,'INlSMVS BE APPIROVED N R SEPAPA-E APPROvAL F) s"qc""-F 'mND---0"S TO BE k4U,IED1 ARE NJC` LVITED TC T-,oSE 5 40WN N 71',VS DRAW,',NG, wlAD,,,'WS AIuST BE 4,VAUFACTI,;R,, 8' W wl" DOWS Ail"D DONS, KC 7) jjESjGIq PRESSURZ OF V Nkll SHALL BE CONTROU'lD F-E LGKR NSIGN PRESSURE OF 7ME C-RTHE r-401140UkL WNMW OR DWR UNN, vWS MM BE MuED AS -ON"G AD S44G,-, UNET MD7,H' AND HEIGHT ARE NOT EXCE'DED AINO Vil-20N ?S ANC, iMED AS SHOWN -RDN 9) tfi.RAJON VERMCAL ;NS7M'-f-,,TOIN O SHONN, AIJL:L Ofq IiAY PF USM IN HORiZONIAL APPLKe-THONSN LONG AS C)IM-NSION!", MiXATEDI H,' ERE N A E NOT EXCEEDFu, AW-1AI'U'UON S ANCHOPED ACCOR,00,19 M VISS DOCUMENT, LS;, GN PRESSURE IRK,- N`S R'JC-IONS: JDET NE- REQUIRED DLS GN LOAD PER FLCRf-IA S-U'M,;NO COD-L C iAFTER 16 MORAINE MWMST-! AND VULLION SPAN EASED ON PRC)DOUC- TO BE !NSTA-LED- SEE FOA'NIULA, FOR ff-`SUIAR'y WiDTH C)CATE ktNLjON SPAN AND TFvB'Lr';"7-"'( WDTH" k'T' SPAN AND TR60ARY W07H RM-I-CTN`,Y 6 1HE VjL",-N RATING FOR PUDUCT W TER 2, MWZN zVOMM5 BE ECKJAI- OR 5R,,-A,-'IR T'H,AN KjjRE-' DOAN PRESSURE OMAWD IN SAP 1, w R8z" LAW y "VID 2 REMM MUM= 000 MW XT 01070 7 R L MCnRWG NUMS, 1) FOR ANC-HOR NIG ;NIT3' WCAM FRANING OR 2X BUK USE PC 'ROOO S,P. W WITH SUFFIC ZNT LENG,H, T, ACHIEVa A, I /d' EMSEDVIENT. LOCATE ANCHORS AS SHOWN IN IN.OAL.-A:N(O' DET'AlLS SHER I 2) MR AKCXXZ M7,0 C-0,, RE!E 1/4- ELCO ',,j-lRCDI`; TWCON 14'T I S-IFFOENT LENGT-i TO A 1 -,14- r STAK DVE GVTIANW,"UW1 E-ADOE' X-E -5 - 3 -' E, I-q T 'N i 1 " SHOW,,' ,Ni iNSTALLA'ION n SHEET 3, 3 ), FOR ANC-iCR N, INITC, USE SK OR T-L DR 4,UNGG SCRDA WIMH SJr-FK,0N17 LL,"4`;rH TO AMAVE 3 DRAM VVWN REYDN@ S7 WAALL LOCA-t- A-NCHORS AS S ON REE RUCTUPEWITM!0-7 H N Rl !NS7A, A',-A7T0N !O,jtvL-S SHHE- 4'; ALL FASTENERS TS BE ,'OR;,OS ON 'ir-S6TANT 5) SHALL BE 11STALL:D RN ACCLSD ANcE Am, AWSOR WW, FACCT' J,?F'S iN-"5TAL-ATiONi' D',,S',R'VclNCN'S, AND m you SWL ww st ulsEa IN SuBSTPAT:S *0H S-RE14CTHS S S T KA N TK E W , , zNGTH SPECOFU !,EL W CMCAT MWMEr, STIRENGTi- OF 3,20Z PSI C, N,ASONR' STREp4rM M ASAM C"I GRAM N, TYPE -I ',,,3R GREATIER), D, STRI C- URL- -S--LL 18GA 15481 Q-3XSVFj-AKV OIZ Auju,.NJO 5053-T', FU=30!,S 052' K K NIN T-AJO, 5) -ORAl" I"AC-1-1,NIC 'AANDOV? UNWS 7) MULJ, l< #O SE—l' TA'R-I<. S C' 'EVFES WITH SJ'r7C,7NT !,7t-'CTr TC A, ViNVR,', EIA P7, THREE THREAD-i FMT ME MMOON WALL. SCREWS 6" FRDA! EACH SULUON END AN:; 12' %IAXCC, HIERZAFTER. STALGER SCREEN',"S AT SAC'', WINDOW, 002 OF COWEWS NO, DESCRFDON MH WINDOWS AND DOORS, LLC 00 W&T MMUT SMUT GRATZ, PA ', 7030-0370 5M4 - VERVUL MMUON 83" MULUON SPAN GEARAL NUMS I wa Na. 1 1 Mons 2 AkX" Or, No 1 OF 4 3 1',,U`,7ALI- A7IO-N' DTTA LS 432 WOODFORD NC ?7M NTS TATE OF 4i C5 WIMP Is R. w" S FL 625,14 LARIGE4 tV0 SIVA L, MIS d F fA,5PR C 7 "EVE -)rYirVOZONE 3 uMIENS, IGPiS W 6'F-,AR, AP E FPA W- tt, FUS10,N5 APO UC No NCLUDE P 1itu'C EAPPROVED CGNPIGOPATIONS T + Pf EUWT5M (°EMU J "Ci c7 r+.ts ,As L CN,i AS::L7t"smL D 11V0 FN DOES NC EXCEED 107 3;'8" AS Sr0414 HEREIN LARGE AND SMA WSSi E IMPA,, f LEVEL D, Ye D ZONF 3 U; M.. Gb,OfxS IN CrfaRT PsRc FRA f9E L7t3.4F, dSrCN$ A. D`O NC7 tvCLUDE FLAriGE. JJ {' r M 1C ROBtRfl) L,YVv P.E.. 5t 32 a3 LEVY S 1LL e. NC _; 3 SIGNED: 10/1312017 v Q\ f s IATE OF 4,, 4 !``3. 4Qrn s Y.L. F, r, n2 '•L MA' NR'(,l'C0N'CR"- E fflN E MOM ME N PCOIN, SE,',T;754 W'0 'WOOD 'KFElN 3/8- Nfl% 1/2' 2X BUCK Isy, OHE':?sz EST ANCE VERTICAL CROSS SECTION MASONR VCONOFEME AVD WOOD FRAMING INSTALLATION NO- 7- '-P`z MAI BE LELD 'N 0 W-00'D FRAMMN, SUBSTRATE, M- Mr-100`22 T sw-' s OR SELF DRULING w VERTICAL CROSS SECTION METAL fXS7ALLATON auz REV' 11$al Nls-AILARON DE'Wll s NG M'OTES & NSTIL DzT, Ml WINDOWS AND DOORS, ILL% 650 WEST MARKET S7REE7 GRATZ, PA 170,30-0370 E764 - VEFTP-AL MULUON 83" MULUON SPAN INSTALLATMN DETAILS 73 I 08-0i439 N7S 1— 01 /11/12 3 OF 4 Rl: VsRT0 t432 KVWFORD RD LMSWU E HO 27W,3 4, 74-56&0699s".err Carr, SIGIVED: 10,13,12017 E M TA T E OF 0 R M *A MAL Luis P. Lomas P, FL No.: 62514 Florida Building Code On inn I httl)s:llwww.,tloridabtiitditig,orhl,,Ipri'l)r,,,,,app,jitt.aspx?piram=w(iEVX,., s# ACTS Home, t orf In User Reg(stration I Fvt TOPIC% SUbMt surcharge Stag ractS Putacanons PSC Staff BOS $We Map Was Search product Approval k USER x PON- Userd1b'Or Prvgh,v;t ApprovolMonu > taPro, ', okOv > A9P,,t,,*K&H1,U, tiAApplicaon lailtkxt"or'vrw"iv' rrgs g11051113 Ik job FL # Application " type EMMONEM Application Status Product Manufacturer Address/ Phone/Emall Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Prione/Emall Category Subcategory FL13223- R4 Revision 2017 Approved James Hardie Building Products, Inc, 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingshenq, zhu@jameshardie.cor'n Pingshenq Zhu pingstieng, zhuftjame,,3hardle.corn Pingsheng Zhu 10901 Elm Ave, Fontana, CA 92337 909) 349-2927 pingsheng, zhuCnjlameshartile.com Pingsherig Zhu 10901, Elm Ave. Fontana, CA 92337 909) 349-2927 pinW,; henq.zhu @ja mesh a rdie, com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 09awa 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 John Southard, RE. Certificate of Independence Validation Checkitst - Hardcupy Received F 1, 1,32 R4 Ot"ROO ,, t';ef dfic'm"s'!"f Referenced Standard and Year (of Standard) UK14ard ASTM C1186 ASTM E330 Y" I: 2007 2002 1 oF3 41' 1,33/2018, 7.29 AM E '11) Z, It'WWWls puflja j '' ju tWMLI)s 4111 0,is!;ZnV . 10awa)t15 A)Mpj PjXWt;jjl a,JP!3 C'tu 1j7()ZIt1tR)AO(Y) I-t,jdaw u,jo a7c i5 aqj, 0',Sl -I et Mg '10014d 66t?, I J 'PetVl a"ols ImIN! 109,e . r) SOA : A,JPd PJ 141 It JaPtl,-,WD PI IT/,(,, PDIPO "D J0,j ' 1 9G%, OPI Jv lv4l EZ7 c I I J p 1 5 1 ""') 1 (',.j 1 f V V 9 ?, k") %'ij '.') V 1"', , " vow IV t t Z, e -1 s podaU uopenjRA3 ON JjJC!,j Pl!kij_ JLJ0PU0d,)PUf Aq PaIL10.1- 90,90tlo 11 jZTt,7, vmebo I pjeuo2j ;Aq P0141-10A VON LIWA 0)M-PJODDQ ul JILIISU! 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W-11sM ZHAH R a)PlsUl D,rl .104 ;-IM410 V/N :oJnss0Jd u6!s0a sD,k quels1so-d lz)edtul saA ;ZHAH op!s:tno asn -401 PaAoiddV s0A ;ZHAH U! OS#1 JOJ PDAotddv asn jo sljLu!i bMPlF, jZ)UP(lU0:) T'[ ZZ T aLueN jo joqwnN 'JaPOW # 13 slanPO'd jo AjeLuwnS tTOZ/OTIOT I I ozilqz(n I I 07/SZ/RO tTO7/60/90 a LIMICIO I PQtjI,)jN V 1 i f ij 'm I I ttI I c Jo iaauft,13 letl(OSS DJCUd Pa)$UOJI I ePj IOLA 1),) AC)J(I(JV OjeO jU' AOJddV J]j bUIPUOd Ole(l PalOPPIA DIECl palliujqnS alpC] r.) 041DW ILMOAMV pripwj apo') , x1l uto,ij suctipas Au paw3oa-) SP- JPPtIeIS Y)FIPO-ld JID XA', I,-),,Yi --mrjvdi,xdsi3-j)p (1(111 Jdf MAkA`th S'djjl,j Florida Building Code Ontine https://www.flori(,Iabuil(linty,org/pr/pr;:ipp, dtJ.aspx?paraun=wGEVX... Under Flonda law, email addresses are public tecords. If you do not want your e-mall address released in response to a poldic-records request, do not send electronic al 0 it to this entity. Instead, contact the office by phone or by traditional mad, If you have any quesinons, please OptaCt 850,487,1395, *Pursuant to Section 45'S.275il)' Florida Sletutes, effective October 1, 2012, licensees licensed under -Chapter 455, RS, must provide the Icepartmera with an amail addrems ir they have one. The emalls provided may be used for official communication with the flicertsee. However email addoesces are public record, V you do not wish to sopptc a belsorill address, please provide the Department with an email address which can be, made available to the public, To determine il area licensee, holder Chapter 455, F,S,, please click btlf-t-, Product, Approval Accepts: MWIWFtm Credit Card Safe lz 3 of 3 4/13/2018,,7:29 AM Florida Product Approval Hard'IePanelO ng a For use inside HVHZ: 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, 0 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 IdardiePanel product installation instructions on the follow pages for all other installation requirements, JamesHardle IMPORTFAIWAI 1 Ct INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE W111i APPLICt, 13LE BUILDING CODES AND JADES t ARDI RrrTEN APPLICnON INSTl UCT'IONi MAY LEAD 1-0 PERSONAPERSONAI INJURY, AaFLCT 1r ISYSTIEM PERFORMANCE, VIOLATE LOCAO BUILDING GODES, AND VOID HE PRODUCT 01141Y WARRANTY, BEFORE 11%,9ALLATI li' , CONFIRM THAT YOU ARE USING THE CORRECT HAtRlgiEZONE INt:`,'I UL-fiOws, INSTALLATIONOFN 1C1tua PRODUCTS Off ID AI H 1V" LOVX1 10N WILL VT11[`T YOUR ARRA ;1 TO 111 " 11 ill E'AtHICTIARDI ON APPLIC HE RAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated they result in shrinkage at hurt to€ nt& Carry planks art edgii Protect edges and corners from breakage, James Hardie is not responsible for damage caused by Improper storage and handling of the product OUTDOORS 1, Position cull ing station sn that wiled will bipyv dust mn frogs use and oft,% 1rh iisifivinQ alga. 2, rites antiof ihn to! ow;rrrd m thcuts; a. Bitw: Soore and stamp 11, chants {rnamral, isedric or pntionratic) ta. Netter, i, Dust redwing circularswi equiteried with a HardoBlatrosave Were air(] R sty vacuum extsti tie c. Goacr: L Crust r ictu , rs ctousi'txkv with aH ardieSlrade rare t seem rise for hvto moderate cutfing) hitrinflant Note: For noslirn m ted ion t eat mspiratde dust prx) ittg scone and snap or $hear$ ( roanual, electric or pncsrntrosv. Utttf tag station it wathverrtited area NEVER use a power sake indrions NCVFh use a drictil it mw E do oast dtws not car the H€trtt fadit saw ht ti tradentark I EVIEn dry soiert Use avct suppre, olt or H fi a Uatnri.€na Jar s HaGdle recou bends atuuays rs can be used in conjunction with Buse cutting practices to ft divir rcniuGe dust exposures, Additional itrfa ithr information is ava€1abd to help year terhrruha ftati rarest t c tnata c td g Method for your l) rsquiraronts, Itconcern sill eiisSLq aboet gxr;ure loveas or you uvo p71rsit s, You Should INvays onni uft ra ctrr7ii#ied industrial lietlenict or cantaet,.lanatts Hardin for further information, We06 These Instructions to be used for residential single tonally installaiic ins only, For Commercial i trluiii-i tarnily installsition requirements go to 4 daradesHartdeCta rivacarcltal,t ars HerdlePan i vptgai1 siding can be installed over braced wood or steel suds spaced a maximum of 24" ox. See, gonemaf fastening requirements, Irreguiarite lit treating and sheathing can minor thrtu qh rho finished application. James Hard a moolonforlds, Installing Hardepanel on a capillary break (minscrearvIrtrring) its a test practice, Information an Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at Cg ggj)aC da up p Awater resistive barrierisregained in accordance with local building Mode requirements. The water resistive barrier must be appropriately installed with penetration and function flashing in accordance with local building code requirements. James Hardie will assume no resporaslbility for water infiltration, James Hardie dotes manufacture HardieWrapt' Weather Barrier, a non-wo reu non -perforated housewralpi, which corartalies with building clone requirements. When installing James Hardie products all clearance details in figs, 5,6,7,8,9,10&11 must be foldotved, Adjacent finished grade roust slops away from the building In accordance with local building codes - typically" a rninirnum of B" in the First 1 W, Do not install ,?tutees Ha d e products, such that they may remain in contact with standing water. HardroPanol vertical siccing may be Installed on vertical wall applications only. DC NOT use Hardlefsanel "Hical slslih lea Fascia orTrien applications. came a pllcaatipt €art root suitable fret aEorPius, }refer tic: Golorplus sectroa P a?let e 3, I1td t1tiT use stain, otk!alkYyrcbasepaint, or powder coating ou iarraes Hardlep" ?xrudticta For Target pr calr tas, inGluciitdg court erclal a ti multi farniiy farojncts, whc:ru the sprat of the wall is $ iciuiticant in length, the designer and/or architect should take Ira onsld raft rr t€:e c ffrcr nt of ttmrmal e tsar ion and o lure ovement of the product in tfleir design, rhere values can be found in the Technical Bulletin INSTALLATION: Joint Treatment Fastener Requirements a Vertical Joints - Installpanelsin niotierate contact (fig. 1), alternatively Position fasteners DIB" from panel edgesandnocloserthanarrayitndcorners, Gict not nail Into curi7sts (Dints may also be covered with battens, PVC or rectal jointers or 2*' away from Vertical Siding flatInstallationintoion caulked (Not applicable to ColorPlusv Finish) (fig, `), at all horizontal * Horizontal Joints Provide fEashin Framing mustbeprovidedathorizontalandverticaledgesfornailing, horizontal points (fig, J}, HatdiePa col vertical siding must be Joined oil stud. Figure 2 Figure vitiator tesisuve barrier water -resistive banner Double stub may be required to maintain minimum edge r Stu 1 wale r fstivu we;er•resistva x # e;tud kirkT€(tat' pYiT`tef nailing distances. prat~r'raanei uppeeparaalFigure 1 Stu r I t o tmt 114 rdo n t 414 gap w tmi reslatn, ti ( t auhr (',auik barrier sheathing(j h" rig tt a Joint "H" Joint r c a vertical siding war awl # r barrierhet is `ltiue trend its kst a nails x 4 wkre a ` nits. paoet t4YV T from panel txuad; edges Mate .. Figure 4 h 3M , i a^^ F ..1 leave appraprwst* gap bon an R0f4tr1 atertilation, When .... ,.--.. .. ._ genies, then caulk" tsttttnp Ss6n' e provide manufacturer`s written appiication tnsirnctins 1 ° Caulk Joint a d h u sled id firms inoderater contact Nor applicable tc CotorPlurr" Finish) joints to avoid nailingkeer, fasteners 2 s "Apay mulkin <accontance, with caulk throulth tproorros, away fro rr aers ' e. FROM CLEARANCES install siding and trine produch; in cornfillancis aitth local building ends requirerfri,enis for clearance briteterin the bohorn edge of the qidmg and ice adia,-'ent fints!hed grade, Iflainlain a ruirstriorn 1 2" clearance between James i-lardie" ptoducts and paths steps arid driveways. Maintain a ridnirnuon 1 2" clearance between James Hard and decking material, Figure 7 I -T Ur I Athe juncture of the too' and vertical stir lies, flashing and counterflil shall -) a instalked per the. roofne, manulacturet's instructions. Provide a roinii riur,, 1 "- 2" clearance bervieer, lho roof is arid the bottom edl: a of the tvlaintain a 1/4" clearance botAkeen the bottom of James I lardie products and hori,,ortal foloifrig, Do riot cauls, gan Figure 5 fout,dation Maintain e1 Willl'Mlcii I " data botZail chatter end caps and siding & turn, Figure 9 sidim jutter and end cap Figure 6 V- 2" rTfinFn7--'-I, qkrIng ,. Water itmistive deckmanenal in jDint i flAshing lo not blilloo flows vital Haralfillanol" siding. Horizontal of its shorih always be eleal'id bohrioni fiffors Ojq, 1 % Figure 10 orqonta I rT: n--NHM., siding and Imn Figure 8 tj A Rotor to fig 3 oo Page 1 KICKOL" T FLASHING Bet use Or 11`10 V01"Wre W, Moo! [list (;an pour der an isloped roof, one, of the most crteal iiairki s,g details occorsimieic, a Framing flas!ling, vftre the roof ternninates, install a lacKout, to (Iffflect iv tear away from the sidincf, It is best to install a ,elf -adhering moinbrane on the wall belote the subfascia and V !fit boards ate nailed n place, and then coorn back to Ira .all the kickoUt. Figure 11, Kickout Flashing To prevent water f[orn durriping behind the sibling and the end or one too' A. —A )soction, instala " kckout" as iequired by I RU, code 90528,3 far hing shail be it min. of 4" nigh and 4' Flairawk, a 1,101, i d e. J a ' I Y -roie, te-oinniot he the, Kskorc tin lnglrrrj i0etween I W" I I O' i to maxlt,lil watot deflectinn BLOCKED PINETHAI]ONS penetrations voch as hose bibs and holes I fvv or longer such as dryer vents should have a block of Win around point of poned"Ition. GENI"AAL "ASTINING REQUIREMEN'rs iasteners niust be corrosion rats islant' gervallized, of stairiess strefi, Lectio-garvarized are acceptalAk but "oay exhibit premature cone ion Jar es Hardie recommorids 'Jo Use of quality, hot-dirfpcd galvanized nails, James Hardie is riot responsible for lho corrosion resistance of fa tenets. Stainloss steel fasteners are recommended when installing Jnmes, Hardie products near he ocr,-vdl, laige bodies of watei, or in very l'unild cliryratos, applicable product evaluation of listing for correct fp o ncr odpa ajaj plicoreek-ft 4C artrvcspecific (lesigf, Toad loaw Noll olublishoul ivord loadsrnaylistno applicable to all areas whore 1-ce,J burding (,acres have specific jurisdiction, Gonsolt Jarnes Hard e Technical Services if you are unsure of applical)ie, compliance documentation Dtive fasteners perpendicular to siding arid freckling. I-astemoi heads should fit snug against sirling (no air space) (iig A) Do riot ever -drive nail heads or drive nails a, an angle 15 nail is couritletarink, hill nail hole arid acid a rrail. (fig, 131, f to wood fralailia under driver nails sirould ce fill 'IUSh to fit,-, plank oOh el Wormer (,to! steel fin sing, remove and replace nall). NOTE li`Pierlover i srtjctwai membrik 'Is rveseril, rlatdct`lanv; sll)o,.jlcj be flostened with overt spacing to the s:tuc.turaf rflembirt. inn . ables alLaving direct to G)SB wInlyT,,,ox! should only be used when tradiwisil Itanwilf is riot available. Do not use alurninurn fasteners, staples, or clipped head nails, Sung Flush 3(1) Gout ltersu:*, r] fill & and t ail Figure A FigureB do riot kinder drive nails 00 NOT Figure If DIM— Ift' l FINf- AMIA! IG FASI F- 11ING James Hardieproductscan be hand nailed or fastened with a pneuniatic total. Priounnatic fastening is highly recrannionded. Set air pressure so that the fastener is driven song wltli the surface ofhe siding, A flush MOUnt itlachryient on the, pneumatic cool Is fecomraended. I his wilil help control the deptli the nail is driver. It selting this flail depth proves dlikult, choose a settling that under drives the Tail (Drive under driven na Is Snug with a smooth faced haforier , Does riot apply for nstalleition to slool fraciing) HS1236 P2/3 8113 CAULKING For coat results use art Elastoocleric Joint Sealant complying with ASTM (3,920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834, Caulking/Seakint must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the C01(ruPIUS touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field out edges, DO NOFV use stain, oil/alkyd base paint, or powder coating on James Hardie's Products. James Hardle products James Hardie touch-up kits are required must be painted within 180 days for turned product and 90 days for unprimed, 100% acrylic, topcoats are to touch-up ColorPILIS products. recommended Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed, COLORPLUS"' TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting Jarnes Hardinr(60 ColorPlus8 products, During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, that) rinse vVith a garden hose, Touch up nicks, scrapes and nail heads using the ColorPluse" Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel" siding with ColorPlus Technology, Laminate sheet must be removed irnmedialely after installation of each course, terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your COIODPILJS' product dealer. heat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer, Note. James Hardie does riot warrant the usage of third party touch-up or paints used as touch-up on Jarnes Hardie ColorPlus products, Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch -Lip that are. not James Handle touch -tip, will not tie covered tinder the James Hardie ColorPlus Urnited Finish Warran4t, The following outlines the recommended applications for ColorPlus and Primed panels, Not all designs will be suitable tor every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cadarmill and Stucco panel only, but correct touch-up application is important, Some colors may show touch-up when applied over fasteners, Trim is recommended to cover nts when appropriate. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS"TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repirming is normally not necessary 100% acfyli(, topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James HardW'l Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 1 RECOGNITION: firrxwularre Wth IMESfealuatien Report ESR-1844, Hardidoonefe Vellie"al $rdkK3 K reC%)*%j W, a astable Wtonsthi in that immitiod in, the 20W2000, & 2012 Internali mal Roakonlial Code fur Ont-and Two-PaullyNeffirdsart; the 2006, 2(X)9, & 2,012Intemationalfluilding C", fixdieft" Vedla'al siding iq er a rraa x 1 inn applicadon In theldbiving: Glkot Los Angeles Researcti Riehort No, 24862, alkle d Florida lisfing FUM, Dade Usity, Ftotldatl()&No. CV-0729,02, US, Dept, of HUD Materolsfeease 12.63c,roxastieparerent of Insumn"'o Prodact balwationFC; 23, City (A Nav York NIEA 223-93-10, and (Viferia DSA PA-019, rho 40soCoinonte ShoUlo also be Chnsrgtvd for actooth calWtomateon roncarning the Suitability of lot$ Product for spec"Ific appe"ationa. 0 2013 Janes Hardie Building Products. All d0fic; reserved, Additional Installation information, H , TM, sort, ind 0 denote trademarks or registered tradernaft of James flardiaTochnolotty Limited R is a registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited, www.jameshardie,coru lllll ffil Florida Building Code Online httj)s://xv\v\A% floridabu i Id i rig, orgy/pr/pr 'app dtl.asl)x9pat-aiTi-Nv(ii"VX..I MR PC IS -Gq In laser' Nisuvla" Hot Tojxv Subrill S;Irldm'qv stats rads rRC Statv BC IS Site Man I Viks Sear-Cr dProduct Approval SEW PobPubicUsefUbpll4 Aoo—M Ho:,z o, ,Nw Appik'ation Detail F" F! 12194-R74 Application Type frcvision Codc. Version 2017 Application Status Approved Comi-Twi-its Archived Product Manufacturer Alurninum Coils, Inc, 5001 West Knox Street fan-ipa, Ft. 33634 813) 249-974-1 Authorized Signature Gareth Rahrnan q,iahi-,iafi@aluniinumcoilsir)c.co,T,, Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 81 3) 249-9742 PFtost@alk)tiiifi,,iriicoilsinc,corri Quality Assmance Representative Address/Phone/Fcn,111 Category Panel Wall,; Subcategory soffits Compliance Method :`valuation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Fvaluation Report - Flarccoey Received Florida Engineer or Architect Narne who (Acveloped Zachary R. Priest the Evaluation Report Florida License. PE-74021 Quality Mvurance, Entity PRI Construction Materials Technologies, LL-C Quality Assurance Contract Expiial,mn Date 06/19/2020 Validated By Locke Bowden P.E. Val;dation Checklist Hardcopy Received Cei'hficate or Independence Referenced Standard and Year (of Standard) FCjUlV,'1I0uCe Of PIOCKIC, Standarck, Certified By F1,1219, R-, (J-)l AUC15C)ONA 2 1'1-7 Rc"A,,t Q4 14 Y-P-41 2009 Florida C3iiilding Code Online 4 https:A'vssvw, fl oridabl.1 ilding.or!Upr/l)rHipp._dtf.aspx?paraiii"-wG EVX, - Sections from the Code Product Approval Method Method I Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Surnmaryoaf products FL # i Model, Number or Name Description 12194A Alumunurn Coils Aluminum Soffit Aluminum soffit panels Limits of Use i Installation Instructions Approved for Use In "VHZ'. No Fdx ,,j,,yt,jpotrqn f2k ppi't Approved for use outside HVHZ. Yes Q4 T-4 soffitsfjilo,pdr Impact Pesistaants N/A Vended By: Zachary R, Priest PE-74021, DeSign lateSSUre. 4-80/-90 Created by JudependentTford Patty, Y", Other, See Evaluation Report for limits of use, Evaluation Reports Q4T4 SQffb:--J'qef p(ff Created by Independent Tbhd Party: Yes Csfalact'v§ :: 2-601'awr The Skate of Florida is an AA/eW elopkeec Fi0rVa':: urfsacy $oipqrhorAt:: AccessitkY,510belogalt nder Florida taw, email addresses are public swords, If you do not want youre-irsid address released it, nvP0n1W4 to a Punlic-leconfis request, do not amid Ple(reank mail to tKy, entity, imssul, contact the office by phone or by byontional rhail, If you loiVe any (meMMS, laROSe Mutant $50,487,1395, *FnrStiant to Sachon 455,27S(l), Flabda Statrites, of ymve Octolawr 1, 2012, licensees licensed odder Chapter 455, FS, mlwt Mvide the Department with an oanog address If they have one?, The ennaft provded may be used for oftial communication wth in,, Mensee. However email addresses are public record, If you do not wish to supply a personal address, pleasetrivviae tho Department with an email address whkAi can be made tivaRablef to the publr, To deterimprei ;f you are a licensee under Chapter 455, PS,, please stick bqrq Product A(sproviOn Aoceiss: M Ej Fit Ei E Crei:14 Card Safe Run= 2 of 2 4/13,12018, T37 AM CREEK TECHNIC'AL SF RVIC-'ES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category. - Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC- 5001 West Knox Street Tampa, FL 33634 813) 249-9743 u r)Jco 1pi t C01n Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6"' EDITION (2017) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.5,1, 1709,10 Wind Resistance Issued December 14, 2017 Enticey Rtout N p- Standard Year Certified resting Laboratories (iSJ-1571) CTLA 1847VV AAMA14022009 Certified resting Laboratories (1,911577) CI LA 2076W AAMA 1402 2009 PRI COnStRiCtiOn Materials Technologies JS-F 5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Maloijals Technologies JIST5878) ACIX-003-02-02 AAMA *1402 2009 PRI Construction Materials Technologies ('I'S'F58713) ACIX-008-02-01 AAMA 1402 2009 1 This report is not for Use in the FIVHZ 2, Design wind loads shall be determined in accordance with F BC Section 1609, 3, Soffits shall be labeled in accordance 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 rneet the roininIUM ventilation requirements of FBC section 1203,2, 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener, withdrawal meets or exceeds the minimum load resistance for, the project requirements, 7- All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20- 3 ALC 15001 A FI-12194-R7 Pace 1 of 3 this evaluation report is provided for State of Florida product approval under Rule 61 G 20,3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout (fie duration for which this report is valid. This evaluation ieport does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed heroin, 61 CREEK TECf,41NWAL SERVICES, LI-C ALUMINUM COILS, INC Soffits PRODUCT DESCRIPTIONS_____.,__.,_ 318" F-Channet Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel, See Appendix D for dimension drawings, 3/8" .1-Channel Preformed nominal 0,016-inch thick, 3105 H-14 aluminum JI-channel, See Appendix D for dimension drawings, Fascia Preformed nominal 0,019-inch thick, 3105 H-14 aluminum fascia, See Appendix D for dimension drawings, 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 W/finft for the 'full vent' 1configurationand11,1 W/fin,ft. and for the 'center vent' configuration. See Appendix D for dimension drawings, ICEULLMI 12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffitpanels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in'flin.ft, for the 'full vent' configuration and 4,2 in2/jin,ft, for the 'center vent' configuration, See Appendix D for dimension drawings, Technical This evak 121MUAVOII 1z, WitUMEL ervlces, LLC of any product changes or quality assurance changes throughout the duration for which this re tion report does not express nor imply warranty, installation, recommended use, or other produrt attributes addressed herein, M aCREEKTUTCJINWrat3i-_r,,vicu,1s,,, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, PE, have demonstrated compliance with the Florida Building Code, 6"' Edition (2017) as evidenced in the referenced documents submitted by the narned manufacturer. RII I to", 1" 2017.12.14 21-34No74021lrt16- 05'00' 0 ESTATOF Zachary 1R. Priest, RE. 0RkQ91FloridaRegistrationNo, 74021 110f.."/ 0 N A),-- "N-, Organization No ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, I LC does riot have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLG is .not owned. operated, or controlled by any company manufacturing or dislubUtifIg products, under this evaluatiom Zachary R. Priest, 111-, 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 (11 pages) 2) APPENDIX B — Installition Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) AL C 1 5001A FL12194-IC' Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Ta:cH,r-ac,AL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits EM= The following notes shall be, observed when using the assembly tables below, I , Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1404,5. 1 Z Refer to 1,,uTAT*Ns and sections of this evaluation when using the table(s) below. I 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, S. Unless otherwise specified, the Wood substrate shall be minimum No, 2 SPF &GI = 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. S. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90, Substrate attachment shzill be designed by others in accordance with FBC requirements to meet the minimum design requirements for the protect. T Typical fastening details are as follows: a. 12'T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12'T4 Soffit —4-inah o,c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16'Q4 Soffit — 16-inch o,c- Fastener Fastener L son Loc tion F ALC15001A FL12194-R7 Page I of 11 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 chances throughout the duration for which this report is valid. This evaluation repod does not express nor imply warranty, installation, recommended use, or Other product attributes that are not specifically addressed herein, C R E E K H N i C A L S VC E ES, L L d 16'Q4 Soffit— 8-inch o.c. Fastener Locatiorl Fastener Location ALUMINUM COILS, INC Soffits MEMMMEM Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Save Wall Connection Eave Ccirtnechon System Panel AIDP No Width (Pso Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1 .4.inch crown x 1-inch leg staplespies in Three (3) 18 go, 1/4-inch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing dianiond pattern spaced 24-inch o c. securingMax, J-01 annel to Joists, 10 5J 1-1 Viood Wood J-Channef to Joists: ±59,8 16 inch One (1) 18 ga, 1/4-inch crootn x 1 -;nch leg staples Onp (I 1 18 ga. I /4-incn crown x I -inch lea staples locatedcaatedin ',he hoorizontal leg of the J-Channel spaced in the horizontal leg of the J-Channel spaced 12-inch o.c ALC15001,4 FL12194-R7 Page 2 of 11 Th is11is 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, recomm.,ended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICE,:S. LLC Approved Systems for Maximum 124nch Soffit Span with F-Channel and Fascia Cap ALUMINUM COILS, INC soffits UMM38M System Panel Wall Connection Eave Connection MDP No. widt1h Pat) F-Channel Fascia CapSubstrate Attachment Substrate Panel Attachment Attachment One (1) min, 3/8-inch head dia. nall, One (1) min. I 3144nah long x 12F-1 Max Wood min. 1,25-inch ern tredmeat spaced Wood One (1) min. 3.)8 x 3/8-inch crown 0 072-inch dia, x min, 3/16- 40 164rich 24-inch o.c. staple spaced 16-inch 01C. inch head dia. trim nail Doced 36-inch o,c. One (1) 14 ga, 518-inch long T nail or One-0) min. I 34l4nch long x 12F-2 Max, Masonry 9 ga, . min & . 518-inlong Stub Nail Viood One ( 1) min, 318 x 3184nch crown 0,0724neh dia, x min, 3116- 40 16- inch vfth 318he -inch diameteradspaced staple spaced 164nch o,c, inch head dia, tnail rim 84nch o,c. spaced 364nch o-c, Max' Three (3) min, 314- inch x 114-inch One (1) min 34-inch x 1/44nch One (1) min. I 3/4-inch long x 0,072-inch dia. xmin. 1144nch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood cram staple spaced 84nch o.c. head dia, trip nail spaced 48- 641 1 spaced 244fich, o, c- and securing each panel lap inch, o'c. One (1) 14 ga, 518-inch long T nail or One (1) min 314-inch x 1/4-inch One (1) min. I 314-inch long x 12LF-4 Max. 1 Masonry 9 ga,, min, 518-inch long Stub Nail Wood crvwn staple spaced 8-inch c,c, 0.072-inch dia. x min. 1/4-inch 48 16-4rich with 3/ 6-inch diameter head spaced and securing each panel lad head dia. trip nag spaced 48- 64.2 8-ir'dh 0, c' inch o.c. Approved Systems for Maximorn lVrtch Soffit an with J-Channel and Fascia Cap System Panel Wall Connection Eave Connection IVIDP No. Width Psf) Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min, 314- inch x 114-inch crovin One (1) min, #8 x 112-inch One (1) min 314-inch X One (1) min- I 3/4-inch. long x 12J-1 Max, Vinod staples in diamond long x 318-inch head diameter VVood 1/4-inch crown staple 0,072-inch dia. x min. 1/4-4nch 48 16-inch pattem spaced 24- screw spaced 16-inch o. c. spaced 84nch 0'c head dia. trip na# spaced 48- 64.2 inch o,c. connechng soffit to J-channel inch o,c. ALC15001A FL12194-R7 Page 3 of I I This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 The manufacturer shall notify GREEK Technical Sen&es, 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, instaliation, recornmended use, or other product attributes that are not spedficafhj addressed herein. ALIUMINUM COILS, INCEEKSoffits TECHNICAL SEP-vlcEs-, LLC Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave System Panel Wall Connection Eave CcnnEectbon:::::: MDF Nod VVidth, P s I-) Substrate J-Channel Substrate i-Chanriel Attachment Attachment Three (3) 18 ga. 114-inch crown x 1-inch leg staples in Three (3) 18 go 1/4-inch crown x1-inch leg staples in diamond pattern spaced 24-inch o.c. secunna diamond pattern spaced 12-inch o.c. securing 12JJ-1, Max. vWood J-Channel to oasts; j VVood i-Channef to fascia 70 1 6-inch One (1) 18 ga-inch-inch crolill(r. x 1 -inch leg staples One 18 go 1/4-inch crovin x 1 -inch leg staple sec-5 fring W located in the horizontal leg of the .'-Channel spaced the nailer of each female look or spaced 1 e-inch o.c. 12-inc Ih o.c, securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Mall Connection Eave Connection System Panel MDP No, Width leFSubstrae1 J-Channe.l J-Channel Substrate AttachmentAttachment Three ( 3 8 ga, I i4-inch crown x 'I -inch leg staples in Three (3) 18 go 114-inch crown x 1, -inch lea staples in diamondpatternsoared24-inch o.c. securing diamond pattern spaced 24-inch o c, securing 14 5j11-1 Max, W000 J- 1 hanne! ro toisrs, AJc& d J-Channel to loasts: 413 16- inch x One 11) 18 ga. 1/4-inch crown x 1-;rich leg staples One (1) 118 ga.1/4-inch crown x 1-inch leg staples located locatedinthehorizontallegoftheJ-Channel sPaced in, the horizontal leg of the i-Channel spaced 12-inch o.c. i2-inch o.c. I I ALCI 5CO1,4 FL12194-R7 Page 4 of 1111 This evaluation reports 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 ;s valid. This eva,uation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALLRAINUM, COILS, INC so f` Approved Systemss for Maximum 164nch Soffit Span vWth F-Channel and Fascia Cap Wait Connection Save Connection System Panel MDP No, Width pso Substrate F Channel b trate Farrel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/9-inch tong T nail or One (1) IS ga. 114-inch crownx one (1i min. diamI. eterhdiameter 16F-1 Max, Masonry g ga., rain. 5/8-inch long Stub tail hived 1-inch keg pee spaced maxx, finishing 3f €6- ftnrstainc ;tat€ withrail 53.3 12-inch with 3184nch diameter head spaced 4-inch o.c. and securing each aceminrichteachspaced max. 8-inch o,c. panel lap 12-inch o.c. One (1) 18 ga. 1i44nch crownx Q (1) min, I.75-inch x Max.s Three() 18 ga.1t4-4nch crownx 1- 1-snch leg Staple Spa rnax. 672-inch diameter 16F-2 12-inch Wood inch Cecil staples to diamond pattern Wood 4-inch cs.c . and securing each finishing nail with min, 3116- 53. spaced 164nch a.c, panel lap inchinch head spaced o.c. One (1) 14 ga. 518-mch long T nail or One (1) min 31 i-liiClY%ul8-6P3C1'1 One (1) min. 1 3f44rich long 16F-3 Max. Masonry 9 ga., grain. 518-inch long Stub Nail Wood crown staple spaced 16-'inch x 0,072 inch dia-x min. 25.6 16-4nch with 3/8-inchdiameter head spaced 3f16-inch head dia, trim nail 8- i ch o,c. o" c" spaced 6-inch o,c. Max, one ( 1) 318-inchhead dia. nail, min. One (1) min 318-inc x 318-inch One (1) ruin. 1 3/4-inch long X 0,072 inch dia. x min, 1 F-4 16- inch Wood a,25-inch embedment spar 24- Wd Wood staple spaced 16- cromirth 3116- inch head die, trim mail 25, 6 inch o,c. 041 spaced 36-4€#vh 4:G. Three ( 3) min. 3/4-inch x 1/4-inch One ( 1) min. `€ 3I4-inch long 16F- 5 Max, Wood crown staples in diamond pattern Wood one ( 1) min 3144nch x 114-inch x 0.072-inch dia. x min. 114- 27 c6 r3ch spaced 4-inch c.c. crown staple spaced 8-inch o.c. inch head dia, trip nail 36.1 spaced 484nch o.c. One ( 1)t4 gm. 5f8 reh ice T nail or One (1) 18 tea, 1i4 inch crown x one ( 1) ruin, 1.75-inch x grit diameter F6 i-6 Max, 3' S4;iTj g ga., min, 5,,18-inch long Stub Nail 1-inch leg staple spaced 4-in finishing hing #i i'tr.h min. . i1- u. ' 16- inch vAh 3/8-inch diameter head spaced a:c, and securing each panel inch head spaced 8- inc o,c. lap 16-inch 0'c; Care ( 1) 18 ga. 1/4-inch crown x one ( 1) min, 1.7 -r x Max, hree 3)18 ga.114-inch crown x 1- 1 inch leg stapes spaced 4 srtch 0, 072-inch diameter 6F- 7 16- inch Wood inch leg staples in diamond pattern I tooci o. c. and securing each panel finishing nail fth min. 3116- 43.3 spaced 16-4nch o.c, inch head spaced 164nch o,c. ALC15001. 4 FL12194-R7 _ Page 5 of 11 This evaluation report is provided for State of Florida product approval under Bute 61G26-3. The manufacturer shall notify CREEK Technical Services, LLC of any product cha es or quality assurance changes throughout the duration for which this report is valid. This evaluation report dries not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. R EE K N LUCT:c-O`VCAL SERV, Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap ALMNUM COILS, INC Soffits zmm WaV Connection Eave Connection System Panel MDP No. Width P S fl, J-Channel Fascia CapSubstrateSubstratePanelAtlachment Attachment Altachmant Three (3) min 3141-inch, x 114-inon, One (1) min, 1 3/4-inch i6j_11 Max. iad crown staples in diamond pattern10jomospacedWoodOne ( 1) rmn, 3/4-ri-lch x 1,4-inch Iona x 0.0172-inch dia, x 23-5 16- inch 24-inch a,,-. crown staple spaced 8-inch o.c. mirl. 1/4-Inch head dia. tnp 31 A nail spaced 48:Lch e.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channef at Wall and Eave Wail Connection Eave Connection Syste, ri, Panel MDF1 No. Width Psf) Substrate J- Channei Substrate J- Channel Aq, a&,ment Attachment Three ( 3) 18 ga. 1,14-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga 1/4-inch cmwn x 1 -inch lea staples in 6JJ_ 1 Max, Wood '- Channel lojo:stsl VA/God diamond pattern spaced 8-inch o.c. securing t32.7 16- inch One (1) 18 go. I /4-inch crown x I -inch leg staples J-Channel ',a fascia locatedinthehahzentallegoftheJ-Channel spaced 12- inch G.C. Three ( 3) 18 go . 114-inch crown x 1-inch leg staples in Three (3) 18 ga. 114-inch crown Y, !-inch lea staples in diamond pattern spaced 24-inch c.c. securing diamond pattern spaced 12-Inch o.c. securing 16JJ- 2 max. Wood -!- Channel to joists: i-Channelto fascia; Mood 413 16- inch One (1) Is ga 1,14-inch crown x 1-inch leg staples One (1) 18 g3.1,14-inch crown x I -Inch leg staple secure g 33,3 ocated in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12- inch o c, securing each panel Ian, ALC15001. 4 FL12194-R7 Page 6 of 11 This evaluation repcet is provided for State ril''Fionda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product chances or quality assurance changes throughout the duration for which this raper. is valid This evaluation report does not express nor imply viarranty, installaflon, recommended use, or other product attributes that are net specifically addressed herein, CREEK ALUMINUM COILS, INC soffits TE--H?-41,,,AL SEIRvir-F-s. LLC Appendix A Approved Systems for Maximum 22.5-Inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Rave Connection System Panel MDP No, Width pit} Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three 3)18 ga, I /4-inch crown x One (1) 18 ga- 1/4-inch crown x Three (3) 18 go, 1 /4-inch crown 1 -inch leg staples in diamond 1-inch leg staple securing the nailer x I -inch leg staples in diamond pattern spaced 24-inch ox, of each female lock or spaced 16- pattern spaced 24-inch o.c, 22,5JJ-1 max' Wood securing J-Channel to joists; inch c.c, securing each panel lap Wood securing J-Channel to joists; ±42.1 One (1) 18 ga, 114-inch crow, x One (1) 18 ga, 1144rich crown x 1 -inch leg staples located in the One (1) min, 1,75-inch x 0,072-inch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail Mth in, horizontal leg of the J-Channe4 spaced 124nch o.c. 3/16-inch head spaced spaced 124cch o.c, Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Rave Connection System Panel A4DP No, Width Psf 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, I t4- anchored to 12-inch o.c. securing One (1) 18 ga. 114- One ( 1) min, 1.75-inch x max inch croym x 1-inch with one each panel lap inch crown X 1-inch 0,072-inch diameter 80 24F- 1 124not, Wood leg staples in 1) min, 2.25- Wood leg staple spaced 8- finishing nail Wth min, 90 diamond pattern inch x 7d ring One ( 1) min, 1,75-inch inch o,c. 31164nch head spaced spaced 16-inch o.c. shank nail x 0,072-inch diameter 124nch o-c- 24- inch o,c, finishing nafivifth min. 3116- inch head spaced 44nch o.c. ALC15001A FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Rorida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughow 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 specificaffy addressed herein. CREEK ALUWNUM COILS, INC Soffits rECH,,r.,,fC,kL SERW'CES, ULC Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wail Connection Center Connection Eave Ccnnect=,, System Panel MDP No, VVidth Psfi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 1/4-inch crown x 1-inch leg Nominal ',x2 staple spaced One (1) 1,5- Ne,2 SYP 12-inch o.c, securing One (I '1 18 ga. 1 /4- One (I} to in. I. 75-inch x max inch x I I go. anchored to each panel lap inch crown x -inch 0-072-inch diameter 80 24F-2 i4lood 12-inch smooth shank rafter mth one Wood leg staple spaced 8- finishing nail ImZh min, 76,6 roofing nail spaced I j id x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inc.n head spaced 16 inch O.C. inch nng shank x 0,072-inch diameter 12-inch. O.C. nail 24-inch o.c, finisNng nail with lair. 3/16-inch head spaced 4-inch a c. One (1) 18 ga, 1/4-inch crown x 1 -inch leg One (1) 14 ga- 5/8- Nnininal I x2 staple spaced inch long T nail or 9 Nc,2 SYP 12-inch o.c, securing One (1) 18 ga, V4- One 0) min. 1,75-inch x Max, ga., min.. 5/8-inch anchored to each panel lap inch crown x 1-inch 0 072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail mth afler vinth one VV.cod leg staple spaced 8- finishirg nai' vAth min. 3/& inch diameter 1) 7d x 2.25- One 1 min. 1.75-inch inch o.c, 3t 416-inch head spaceel head spaced 8-inch inch ring shank 2-inch diameterx0.0- 12-inch a c. nail 24-inch o.c. finishing nail with corn. 3/16-inch hash spaced 4-inch o.c. One (I j1 18 ga. 1/4-inch crown x 1-inch leg Nominal lx2 staple securing the Not SYP nailer of each, female Three (3) 18 g a, 1 /4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1,75-nch x1 Max, inch crown x 1-inch rafter wfth one 16-inch o.c, securing inch crown x 1 -inch 0.072-inch diameter 80 24F-4 16-inch VVisod lea staples in min 2.2 5- each panel lap Wood fec Spangadpe ad 8- finishing nail voth min 60 GGrncrid Pattern 1% IInch o.c. and securing 3116-iricri head Spaced spaced 16-inch o,c+ inch x 7d ding nail One (1) min. 1,75-inch each panel lap 16-inch o.c. shank x 0 072-inch diameter 24-inch Orr- 5ni5hing nail with min. 3/16-inch, head spaced 4-inch o.c. ALC15001 4 FL121194-R7 Page 8 of Ths evaluation report is provided for Slate of Florida product apprrwal under Rule 6IG20-3. The manufacturer shall notify CREEK Technicai Services, LLC of any product changes or quality assurance chances throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKsoffitsSERVICES, ALUMINUM t COILS, if C LLC Appendix Approved Systems for Maximum 244nch Befit Sparc with F- hannef and Fascia Cap Wall Connection Center Connection Save Connection System Panel MDP oWidth psf) Substrate F- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One ( E) 18 ga,1144nch crown x ?-inch leg staple securing the Nommal 1x2 nailer of each female One ( 1) rin. 1.5- No.2 S P lock or spaced One (1) 18 ga. 14- One (1) min. I.75-nci x Max- in' blood rich x 11 ga. anchored to 16-inch c,c. securing inch crown x 1-nch 072-inch diameter 24F- 5 1 ' snCh smooth shank rafter ' 'tit one each panel lap Wood leg staple spaced 8- finishing Trail with min, Sfl 60 roofingnail spaced 1) 7d x 2. 8` inch o:c. and securing 116-inch head spaced 16-inch o.c, inch ring shank One (1) min. 1.75-inch each panel lap 164nch ox, Wait 4 € nth o,c, x 0.072-inch diameter finishing Trail vAh min. 3/16- inch head spaced 44nch ox, One (1) 18 ga,1/4-Inch crown x 1-inch teg staple securing the One (1) 14 ga. 518- Nominal W nailer of each €e€nale inch long T nail or 9 hic,,2 SYP lock or spaced One (1) 18 9a, 114- One (1) min. 1.75-inch x Max. ga., rain. 518-inch anchored to 15-inch o.c, securing inch crown x 1-inch 0,0724nch diameter 80 24F-6 1 -inch Masonry long Stub Naif Wth rafter with one each panel tap Wood leg staple spaced 8- finishing nail with in ;n. 0 18-inch diameter 1) 7d x 125- inch o.c, and securing 3116-inch tread spaced head spaced 84nch inch ring shank One (1) ruin. 1.75-inch each panel Eap 16-inch o,c, o.c. nail 24-inch o,c. x €7.072-inch diameter finishing nail with rain. 311 -snch need spaced 4-inch o3 c. ALC15001,4 1=1112194-R7 Page 9 of 11 This evaluation report is provided for State of Rorida product approval under Rule 61 O t1-3. The manufacturer shall notify CREEEK Technical Services, LLC of any product changes or quality assurance changes throughout, the duration far 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 SE,'RYR_-ESLALC Appendix A Approved Systems for Maximum 24-inch Soffit Span With J-Channel and Fascia Cap Wall Connection Center Connection Faye Connection Systern Panel MDP No Width Psi Batten i- Channel Batten Panel Attachment Substrate Panel Attaclnrnen Fascia Cap Aftach, rient Attachment Nominal 1x2 Nci,2 SYP scabbed betvieen rafters Vvith One (1) 18 ca, 1/4- one ( 1) min 2.25- rch crown x 1-inch I inch X 7d ring shank I'legstaple spaced Nominal1x2nal straight -nailed 12-inch o c. No, 2 SYP anchored to Three ( 3) 18 ga. 1/4-inch crown through the rafter securing each pane! One (1) 18 go. 1/4- One ( 1) min. 1.75 inch p'! a Y" raftert,,th one x 1-mch leg into the end of the lap inch crown x 1 -inch x IJ 072-inch diameter 24j-!, 12- inch (1) mhn,, 2.25- stapies in diarnond batten or two (2) Woca leg staple spaced firishing Harimth min, t6o inch x 7d pattern spacep 16- ol n. 2,25-inch x 7d Ore 11 imn n, 1. 7 5 - c- c. 3/, 6-inch need spaced nno shank nails toe- inch x 0.0-72 nch hing 12, rich c c shank nail incn o.c. nailed on either side diameter fin,' 24- inch o II) of the batten at naii with min. 3,116- each batten/rafter inch head spaced 11 intersection. Max. 4-irch o c, aIt berspacing is 24- inch o,c, Nominal 1x2 No.2 SYP scabbed Ore (1) 18 ga. 1/4- between rafters with inch crown x 1-in.ch one min. 2.25- lea stable securing inch x 7d ring shank. the nailer of each Nominal1x2No, 2 SYP Three (3) 18 nail straight nailed female lack or One ( 1) 18 ga anchcred to ga,114-inch crown through the rafter spaced 16-Irch O.C. inch Crown x I -inch One ( 1 ;1 rnin. 1,75-inch Max rafter with one x 41-inch leg into the end o, the securina each care[ leg staple spaced x n- 072-inch diameter 24J- 2 16- irich, (11 min. 2,25- staples in diamond batten or Nvis'(2) la or Wood 8- inch o-c. and finishing nail with .. in ±53.3 inch x 7d ring pattern spaced 16- min, 2.25 inch x 7d securing each panel 3/ 16-irch head spaced indi ring shank nails tics- One (1) min, 1.75- lap 16- inch c.c. shank nail 0.c' nailed or-, either side inch x 0 072-inch 24- inch o.c of the batten at diameter finishing each batten/rafter nail Mth min. 3/16- intersection. Max inch head spaced rafter spacing m 4-inch o.c. 24- inch o.c. ALC15001, 4 F1.12194-R7 Page 10 of 1111 This evaluation report is provided for State o"Florda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLcof any product changes or quality assurance changes throughout the duration for which this report is valid, T his evaluation report does not express no, impiv warranty, ristallationn, recommended use, or other product attributes that are not specifically addressed herein ALUMINUM COIL, INCSCREEKsoffits TF_cj--,,h11CA,,L SE.RVICF-s. LLC Appendix A Approved Sys1erns for Maximum 24-Inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MOP No, VVidth osf Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x One (1) 18 ga1/44nch crotvn. x 14nch leg staples in diamond 1-inch leg staple securing the natter Three (3) 18 a,1/4-inch crown pattern spaced 244rich o,f-, of each female look or spaced 16- x 1-inch leg staples in diamondMax, 24JJ-1 securing J-Channel to joists; Wood inch o,c, securing each panel lap Wood pattern spaced 8-inch oc, t-415 16- inch One (1) 18 ga. 1/44nch croen x securing 1-inch leg staples totaled in the One (1) min- 1,7-54nehx 0.072-inch J-Ghannei to fascia horizontal leg of the J-Channel diameter linishing, nail Yfith min, spaced 124nch o,c, 3116-inch head spaced 4- inch o,c, ra Three (3) 18 ga,114-inch crown x One (1) 18 qa,T4 uchcrom x Three (31) 18 ga 114-inch crown inch leg staples in diamond I -inch leg staple securing the nailer x 1 -inch leg staples in diamond ciissin 'an x , m '7 staples d er", pattern spaced 24-inch o,,^, of each female lock or spaced 16- pattern spaced 124nch o c, a11, ftpaced2-ii _ h 0-c- Max C securingJ-Channel to joists: inch o-c. securing each panel lap se dgj ' at to asc a , secudfgJ-Chanriel to fascia; nou" h' f 53. 3 24JJ- 2 16- inch horizontal ivlood One ( 1) 18 ga, 114-inch crown x One14, 0, J "'7 _ i WoodOne (1) 18 ga,14-inch crown x da18a4nch , own X 4 14nch leg staples located in the 1One ( 1) min, 1,754nch x 0,072-inch n 7 1ch J 14nchlegstaplesecuringtheleg oft J-Channel diameter finishing nail Mtb min. nailer of each female lock or spaced in -eh oz, 3/ 16-inch, head spaced spaced 16-inch o,c, securing 4- inch o, c each p E setlap Al- C-15001A FL12194-R7 Page 11 of 11 This evatuation report is provided for State of Florida product approval under Rule 61 G201-3, The manufacturer shall notliy CREEK Technical Services, LLC of, any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C--". RE E K SER;ViCES. [-'—C INSTALLATION te --T,;FerEt the APP,--ovED Sysr,-ms section ALUMINUM COILS, INC Soffits 03MM hisrep-crt for addifio(,,al instailation detafis of a seiected systerr af7d may;mtim design, Pressures limitations ALC15001,4 FL12194-R7 Page I of 19 This evaluation report is provided for State of'Florda product approval under Rule 61 GW-3. The manufacturerghail notrfyt 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 yst rn o- I Installation Detail SUBSTPATES.. Mif"L i4GP ¢ NiAlL OR MiN, 9GA SrJRSTR TES,. FAS'-"A, 'SLIP BOARD FASCIA TRIM 1217-1 & i l,r SOFFIT MAX, 124NCH SPAN sI - r Ct~#.A Nt sE L STAPLE SOFFIT TO FASCIA ;BOARD #T50 3/8" X 3/ /" STAPLE 16" O.0 FASCIA Lily 1/ >, r.._. sl t 1 /4"TRIM N MIN, u NAILS PER 12' P'ErCF SOFFIT & FASCIA METAIL ALUMINUM COILS, INC Stiff` Appendix B AL I5001, FL121 -R7 Rage 2 of 1 This evaluation report is provided for Slue of Florida product approval under Rule 51`=20-3, The manufacturer shall notfy CREEK Technical Services, LLG of any product changes or duality 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, M RE K TE c..H,N CAL -SERVICEs, LLC System No 1 Installation Detail 3/4- X 1/4- --- CROWSTAPLES USING A ',')iAM0NC PATTERN i i- 3 4' -cPPIV NAft- A F- CHAJ iNEEI P CAN BEI - / AJNTD S.S 48" INSTALL.En. WITH, THE I 0'c NAIUNG FILAJNCE UPOR1DOWNSOFFIT- WOOD SLOSTRATE ALUMINUM COILS, INC Soffits ZMEEM I / al BETVEEW SOFFIT STAPLE' OPEN RAFTER STAKES Q PATTER M 0 NNjtDEIALSE7.T- IN t FACiA BOARD rr 211/4' X 1/4' CROWN STAPLE 'B" ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CPQWN ST APLZI SQff-:11- &FASQIA DETAIL ALC15001.4 FL12194- R7 F'age 3 of 19 This evaluation ,eport is provided for State of Foricla product approval under Rule 6IG20-3 The manufacturer shall notify CREEK Technica6 Services, LLC of any product changes or quality assurance changes throughout the ouration for which this report is valid. T<his evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spe6ficafly addressed herein. CREEK TEcHNICAL SCERVICCES, LLC System No. I Installation Detail E4GA T-NAIL OR MIM ORGY,, NA1 WITH 318' HEAD 04A- MIN, 51'S' DF40,47 SPACED S' 0,C, FOR tv%,;NRY RA ES, 7 SCIA SLIP BOARD FASCIA TRW 1-3/4" TRIM NWIL FAr-1A BOARD FAINTEL S,S, FASCIA CAP 3/4- X 1/4- C iROWN STAPLE SOFFIT& FASCIA DETAIL ALUMINUM COILS, INC 50its Appendix B ALCI5001,4 FL12194-R7 Page 4 of 19 This -evaluabor, report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturershallnotify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whidi this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speeffically addressed herein, ALUMINUM COILS, NCCREEKSoffits Ti-c-.-HNICAL SERVICE-S;, LLC Appendix B OPEN RAFTER 1/4" X "/4- CPOWN STAPLE QI-T l SOFFI-r STAPLE DIAMOND PATTERN AFAf' BOARD 3/4- X 1/4- CROWN STAPLE -24- ON 'ENTER USING A, D"10140 PA7ERN FASCIA CAP 12j-1 3/4" X 1/4' CROWN FACIA, SCIARD 1-1/4TR-w, 'NoL STAPLE '8' ON CENTER I - CHANNEL FAINTEC E.S. 14- TPIM "LJ PAINTPD S S, 48' k FASCEA CAP CPO' WN 571APLE cOFFIT wOOD OP BLOCK SQF'-1T FASr"A i SUBSTPATE TA L ALC15001, 4 FL12194-R7 Page 5 of 19 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 durabon for which this report, is valid. This evaluation report does not express nor irnply warranty, "nstallarici-, recommended use, or other product attributes that are not specificaily addressed herein. CREEK ECHIMICAL'SERVICES, LLC System No. I Installation Detail 1 8-ga, I Wx V staples 12 P, " Max M 1 fta,, I W x I" 3rd, Sfaples'14- O'C may Damonar Fatten staptes tn heminjai if 'f fpma;e i3p J-ChannpJ ALUMINUM COILS, INC Soffits Appendix B 189a.'1f4"x1" staptes 24- o c, rn ax arnanT Paton 130fes 12' Cmay, D i a rn o n 01' P att e r, ALC15001A FL12194-R7 Page 6 ff, 19 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 vAich this report is vafid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product altributes, that are not specifically addressed herein, iALUMINUM COILS, INC Soffits T, CHMCAL SERVIICES, LLC Appendix B ALC115001,4 FL12194-R7 Page 7 or This evaluaticn repor, is provided for State of Florida product approval uncer Rule 6IG20-3 The manufacturer shall notffy CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivation report does net express nor imply warranty, installation, recommended use, ar other product attributes .hat are net specrficaily addressed herein, ALUMINUM COILS, INCCREEKSoffidsaTECIHNICALSERVICCES, LLC Appendix B ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule GIG20-3. The manrifecturer shall nofify 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 attribtaes ffiat are not specifically addressed herein, System No, r Instailation Detail 3/4' X 1/4* --, CROWN STAPLES U-9NC A 11AJMOND PATTERN i f-3/4' TRIM, NAJL-J F- CHA14NEL CAN BE PA'NTED S.S. 48' WS-ALLED WMI, THE O.C, NAdUNG FLA14GE UP OR W10010 S "i SSAP111 E ALUMINUM COILS, M Soffits IMEM I I'S' HETIAEN SOFFIT STAPLE OPEN PAFTER STAPLEs t, D PAJJERN k Ur -'AIL TAP- E FACtA BOARD ASCIA CAP 3/4- X 1/4- CROWN STAPLE '8' ON CEDER SOFFIT- 1- /4" MU NAIL PAINTED 5 S. FACIA 80ARD FASCA CAP 3/4- X 1/4- CROWN STAF-LE SOFFIT & FASCIAA DETAIL ALC15001,4 F"12194-R7 Page 9 of 19 This evaluation rePor, is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Ted-inical Services, LLC of any product changes or quality assurance changes throuighout the duration for which this report is valid. This evaluation retort does not express nor imply warranty, insta€latscn, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREEKsoffftsaTDCHPUCCALSF-'PvicF-s, LLC Appendix B ALC15001A FLI 2194-R7 Flage 10 of 19 This evaluation report is provided for State of Rorida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quardy 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 specifficafly addressed herein, 7 M C rn 01111 TECHHNH1ERVEE-3, L-L-C System No, I Installation Detail OPEN RAFER 1/4- CRCWN STAPLE -24- N CENTER, USiNG A DIAMOND PA7ERN 1-3/ 4' TRIM NAP - -J WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits 033MEM X 1/ 4- CROWN STAPLE P __,[T STAPLE 21kVIOND PA7- FRN Q7 EFAL FAZCACAP 3/4" X 1/4- CROWN 11 — FIA AC20A.R.C, 1, E '8- ONCENTER — 3/4, TRIM NAIL 1 WRAP!PAIN7ED S,S, AS! A CAP 3/ 4- X 1/ 4- CROWN STAPLE SoFrfT SOFFIT & FASCIA Q ETAL ALCI5001-4 FI-12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical SerAces. LLC of any product chances or qualify assurance changes thrMlghout 'Ile 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 specificaNy addressed herein. ALUMINUM COILS, fNCCREEKSoffits TEoHNICAL SEERVict-rs, LLB Appendix B ALG15001,4 FL12194-R7 Page 12 of 19 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 attrbdes that are not specifically addressed herein. ALUMINUM COILS, INC V., soffitsCPR? K T-zcHNlCM— SER`PCES, L-U,- Appendix B ALC15001.4 FL121094-R7 Pacle 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacture., shall notify CREEK Technical Services. LLCof any product changes or quality assurance changes throughout the duration for which this re=', is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKSoffitsALUMINUMCOILS, INC Systrtt Eo. J` lrls%[ioEl s! t i t" ram, 14AL FA-0A 6000 A LE.S ; SOFFIT I 4i,.z#G A FATTERVREFER TO 2 N1.4 ,OWN STAPLE SOFFIT STAPLE WAHCHO PAT TERN CSTAS !, i PANTED r S SOFFIT & FASCIA G* iF-`# E9(E. t# T.ADis5Ep----- S A LAP: KFER, j r To SCFF€f a FASC j i R gv xr SY? ,_,_ say ea 1m td to SRFs€i, MAX, 24, mq Rafter ii SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194- 7 Page 14 of 19 This evaluation report is p€oVded forState of Florida product approval under Rule 61G2G-3, The manufacturer shali notify CREEK Tedhnim Services, LLC of any product dhanges or quality assurance charges throughout the duration for mthich this report is valid, This evaluation repon does not express nor imply warranty, installation, frecommended use, or other product attributes that are not specifically addressed herein. 41" - ALUMINUM COILS, 'NCR.EEKI Soffits T E-CH.NICAL SERV4,-ES, LLC Appendix B ALC 15001 .4 FL121194-R7 Page 15 of 19 This evaluation report is Provided for State of --fooda product approval under Rule 6IG20-3. The manufacturer Shall notify CREEK Technical Services, LLC of ary product changes or quality assurance changes throughout the duration for which fts report is valid, This evahiation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specificafly addressed herein. CREEK TECHMNICAL SEPzvicF-s, LLC momm 24F-3 & 24F-6 I FASGA BOARD FASCIA CAP, REFER TO SOFFU & FASCLA GETAO, ALUMINUM COILS, INC soffft Appendix B BOARD ROWN SIAM ALCI5001,4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Ffodda product approval under Rule 6IG20-3- The ma,&actui-er shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaivation report does riot express nor imply warranty, installation, recommended use, of other product attributes that are not specifically addressed herein, CREEKimml stern No, i Installation Detail S T AP11., S J"Mc A cra ne PnT7,Evh, REFER r' SOFHSTAPU W". 0fiV :'AT-,- , ii 3F i 'IL 24J- 1 & 24j- 2 5 Mln,z e A il T 11E111PE11 TEq FASA BOARD FASCIA AP, ;< EUIR 70 sur` iT t 1ASNA 011 IM, ALUMINUM COILS, ! NC Soffits Appendix B SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN FASCIA BOARD FA"`A CAP ALC1 5001A FL12194-R7 —Page 17 of 19 This evaluations report is provided for State of Flonda product approval under Rule 6IG20-3. The manufacturer shall noti CREEK Technical Services, LLC of any product changes or quality assurance chances throughout the duration for which this report is valid This evaluation report does not express nor imply warranty installation. recornmended use, or other product attributes that are not specifically addressed herein. aCREEKTECHINICALSERVICES,, LLC Fsy----7— stern No I Installatio;i Detail Ell Is -'a' 114' staples c max aad Lr,r,g Y, 072' Da Trr,- 116 f C MOX OPEN roFTEP M Dwnioncr Patten I Oga,, I Wx I" staples I -- o r rna; 18ga_1 ' Wx I' staples, -14'ax rn-T4 J-Channe! A ALUMINUM COILS, INC Soffft' Appendix B staplp-s 241, ann l OqW x, ALC15001A FL12194-R7 -- Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK T e&inical Se ices. LLC of any product changes or quality assurance changes throughoL4 the duration for which this report, is valid, This evaluation report does not express nor imply warranty, instaflation, recommended use, or other product attributes that are not specifically addressed herein. ALUMiNUM COILS, INC 1Soffits 1[0_ 0' API L E E K TEC', rINICAL SER"',,.'CES. LDC' Appendix B ALC15001, 4 FL I 2194-R7 Page 19 of 19 This evaivafion report is provided for State of Fonda product approvai under Rule 61G20-3. The manufacturer shall notify CREEK Te&mcal Services, LLSO of any product changes or quaM, y assurance changes drrougheuY the duration for which this report is valid. This evaluation report does not express nor imply warranty. installaticn, recommended use, or other product atffibutes "hat are not specifically addressed herein, CREEK TECHf,QCAL SF—R-icEs, LLC DESIGN WiNo LoADs ALUMUM COILS, INC Soffits The following tables provide design wind loads for components and cladding in accordance %ith Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, It, 111, and IV buildings shall be as defined in Section 1609 of the FBC, Z. Exposure B, C, and D shall be as defined in section 1609 of the FBC, 1 Design tMind loads are provided only for %valls/soffits with a mean roof height less than or equal to 60-ft, 4, All calculations are based on an effective Arind area of I 0-lf or less, 5, Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0,85 7. VA is shown in the tables belvw, Design pressures are multiplied by 0,6 in accordance virith Section 1609,1.3 of the FBC, 8. Projects vifith mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 100/6 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. ALC150041A This evaluation report is previtled 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 whi& 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. ALUMUM COILS, INCffiCREEKSots FE,1HNi. 1CAL. SERW—CE-S, LLC Appendix C Desipn' Wind Pressures for Soffits in x osure B 14ean Basicind S eed (m r"10, Building Type Zone Roof 20 13C 140 150 1 160 1 170 180 190 200 20 16. 9 19,8 22-9 26.3 30,0 33,8 379 42,222 46,8 25 16. 9 22.9 263 30.0 1 318 37.9 42.2 J___ --46-8 30 116, 9 198 22,9 26.3 Mn, 338 379 42.2 468 4 40 18, 3 21,5 24.9 28,6 32 5 3&7 411,2 45.9 50,8 50 19, 5 229 1 -26,5 30,5 34.7 39,1 439 48,9 Enclosed 60 20,5 1 -24,0 27-8 32.0 36A 411, 1 46,0 51 .3 56,8 Negative 20 20. 8 24A 28.3 32.5 37.0 1 41,7 46,8 521 b/ 8 Loac,$) 25 24 4 283 1 32 37,0 41, 7 468 1 -52A 57.8 30 20, 8 l -24.4 28,3 32.5 37.0_ 41-7 468 52 11 5718 40 22. 6 2 6, 5 30,7 35,3 40'-" 45,3 1 50,8 56.6 i -62,7 50 24. 1 28,2 32,8 37 6 1 42.8 j 483 54, 60.3 i -66,8 29.6 34A 39-5 i 44.9 50,7 56,8 633 7& 20 10. 8 127 147 16.9 i 19.2 1 217 24,3 J 27,1 30.0 25 108 112. 7 14,7 1 169 1 192 i 217 217 243 243 271 27. 1 300 30.0-- 30 10.812,7 14.7 16,9 19,2 40 11 7 118 16.0 183 1, 208 23.5 26.4 29.4 32,5 50 1 2 - 5 4' 4 0 9,5 1 22,2 251 1 281 31 3 34,7 Enc#osed 60 13, 1 5A 178 20,5 I 233 25.3 29,5 36A Positive 20 40.8 12. 7 14,7 10^'9 19,2 21.7 243 271 Mo Loads) 25 i 10. 8 12 7 14,7 16.9 19, 2 211.7 24,3 271 30,0 30 10,8 2. 7 14,7 16,9 19,2 217 24,3 1 27,1 30.0 5 40 11,7 13 16,0 18.3 20,8 235 26.4 29.4 32.5 50 12-5 147 1 17L 19,5 22.2 11 25.1 281 31.3 34.7 60 131 11-,4 17,8 20.5 233 1 26.3 29,5 1, :9 36.4 ALC15001,4 FL12194-27 Page 2 o14 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 q, lality 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 attnbutes that are not specifically addressed herein, ALUMINUM COILS, INCCREEKSoffids TIF-CHNICAL SF-Pvi--s:s, LLC Appendix C Design Wind Pressures for Soffits, in ire Building Mean 7 Basic V1,find S eed m hBasicV1,find S eed m Type Zone Roof Heq ht ft 1 I T- 130 1 I 14-0 1,50150 160 170 180 190 200 20 7177' T7725A T-29,5 33-8318 38,5 43.5 48,748-7 3 60,2 25 22,6 26,6 M8 35 . 435.4 40.2 45A r, a509 Z56,7 30 23-6 2T7 32,1 36.9 41,9 1 47,3 4 40 25,0 29A 34,1 445 50,2 56,3 :T::-=627 69.5 50 26,2 303 I 351 41,0 46,6 52,6 9,0 65.8 72,9 Enclosed 60 271 31-9 37,0 42,5 4&3 s 54.6 61,2 68,2 75,5 toads) 20 267 31A 7 36-4 41,8 47,5 77-7 7- 77-0 74,3K2 25 27,9 318 3§' 0 43,6 49.6 56,0 62,8 j 70O 77.6 ao 291 34:2 39.6 45-5 51,8 1 58,4 65'5 73 0 5 40 30.9 3 X42.1 t -48.3 54,9 62-0 69,5 7.5 50 32A 3&0 441 50,6 57,6 65,0 72,9 I 81 .2 89,9 60 316 39A 45.71 52-5 59-7 6T4 75:5 84,2 93,2 20 119 16,3 18,9 21.7 2417 27.9 31,2 34.8 38,5 25 14,5 17.0 197 216 25,8 29,1 3Z6 36,3 40,3 30 15.1 177 20.6 23.6 26,9 303 34,0 37.9 410 4 40 16,0 183 i 21.8 25.1 2&5 32,2 36-1 40,2 44,5 5- 0 1&8 19,7 22,9 263 29,9 337 37,8 421 46,7 Enclosed 60 17.4 2Q_5 7 23272 1 31 O 35,0 39,2 43.7 - 48A Posifive 20 119 16,3 I-,"- 18, 9 21.7 243 27,9 31.2 I 34:8 38,5 Loads) i H 25 14,5 1 ITO 19.7 22,6 25 8 i I I 32, 6 363 40.3 30 i 151 J 17-7 20,6 23,6 26.9 M3 34,0 37,9 42.0 5 40 16, 0 11 18-8 21,8 25,1 28.5 32.2 361 402 44.5 50 116, 8 19.7 22,9 263 29,9 3137 373 42.1 46,7 60 17.4 L20 237 7;2 I 3i'0 35.O 2L,2 43.7_ . 48.4 ALC15001A F1_12194- R7 Page 3 of 4 This evatuabon report is provided for State of Florida product approval under Rule 61 G20-3.The manufacturer sha,,fl notify GREEK Teennica! Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is vaiid, This evaluation report does not express nor imply warranty, mstailation, recommenduse, or other product attributes that are not specifically addressed herein, AR E E K ALUMINUM C'CILS,!NC Soffits 1110 T-ECHNICAL S-ERV=-S, LLC Appendix C Crest gnVilind Pressures for Soffits in Exposure D aP Basic Wind Si,: d mIh Buitiding Type Zone Roof 1 2:0:] 40 0 160 170 180 190 200 20 260 30,5 s -354 522 58, 5 j 652 722 25 27.0 31,6 36.7 -42.1 47,9 54 61 0. 6 67,6 74.9 30 27 9 12. 8 38,0 -43,6 496 56.0 62.8 710.0 7 7. -5 40 294 i -34.5 40.0 1 -45.9 52.2 58,9 66- 1 73,6 81 6 50- 306 35.9 47,8 543 61.3 68.8 76.6 849 Enclosed 60 31,5 37,0 4 2,9 -49,3 56.1 j 63,3 70,9 79.0 87,6 Negavve 20 32,1 37-7 43 7 570 64.4 712 80A 89. 1 Loads) 25 33,3 39. 45,3 1 -52-0 59,2 66.8 74,9 83,4 92A 30 345 40.4 46,9 -53.8 61 3 69.2 JT5 86-4 95.- 40 3r-3 2 42.5 493 -56,6 644 72.7 93 9 100 7 0 377 443 51.4 -58,9 P7 I 75.7 84 9 94=6 I 048 60 38, 9 T45,7 53.0 60,8 692-78,1 97.6 108,1 20 16, 7 19,5 1 22 7 i 260 29,6 33A 35, 37, 5 4 1. 7 463 25 173 1 20, 3 1 23,5 270 30,7 47 38,9 48030 179 121 O 243 279 31,8 9 40,2 448 497 4 40 183 22,1 25,6 29.4 33.4 37.8 42.3 47.2 52.2 50 19, 6 23,0 26,7 30,6 34.8 39 3 44,1 49.1 544 Enclosed 60 20.2 237 1 275 1 316 35,9 40 5 454 50,6 561 Pcsit've 20 167 119,5 227 1 260 29-6 334 37.5 7-7-- 417 146,3 Loads) 25 17. 3 203 23.5 270 . 30, 7 34-7 38.9 43,3 48.0 30 17. 9 21,0 1 24,3 27,9 318 35.9 4 0, 2 1 44,8 49.7 40 418,8 2 2, 25,6 29.4 33.4 378 423 47,2 52.2 230 267 30, 6 34 8 39.3 G 3 44 , 44 11 95 4 4 60 20,2 i 237 27.5 31,6 35,9 40.5 45.4 50.6 561 AL 5001A FI- 12194-R7 Page 4 of 4 his evaluation repor, is provided for State of Ronda product approval under Rube 61G20-3. The manufacturer sha€lno ffy CREEK Techmcai Services LLCof any product Changes or quality assurance changes throughout ' he duration i`or which tNs report is valid. This evaluation report does not express nor Imply warranty, installat!ori, recommended use. or other product attributes that are not specifically addressed herein, CREEK TF-CW411CAL FFIRVICES, LLC 318" F-Channel 1/8" HEM 3/4- WMETRK WE W Ta- -PR0.11LE LIS-0-14ETRK VIE" PS' PROR E ALUMINUM COILS, INC S 4. Appendix D ALC15001-4 FL12194-R7 Page 1 of 4 1beioLLC of any puctc rodhaes or ng Thisevaluation re is providedforStateofFloridaFioddaproductapprovatunderRule6IG20-3- The manuffacturer shaft not CREEK Tech: ryes, quality assurance changes throughout the duration for which this report is valid. This evaluatior, report does not express nor imply warranty, installation, recommended use, or other prpduct attributes that are not specffica9y addressed herein. 77 C RV E " 2011AT',E c H N C A z R v c s", L C11, 6 'FASCIA KANK F-- 1/ 4 SOmTRIC VIEW ALUMINUM COILS, INC Soffits ALC15001 4 FL12194-R7 Page 2 7 4 This evaluation report is provided for State or Flonda product approval undeF Rule 61 G2o _3 The manufacturer she!' lCREEKrobTechnicaServ ces LLC of any jamduct changes or Ifyquality assurance cJhangee lhrcughout the duraticn for whirh this repor' is valid, This evaluation re,pot does not express nor imialy warranty, irstallation, recommended use, or other procluct attributes that are not specifflicaliy addressed herein, CREEK TECHNICAL SERVICES, LLB 16" 04 Soffit 7-1 1 71, LJ L ALUMINUM COILS, INC its Appendix D ALC15001A FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Ronda product approval under Rule 61 G20-3, -rhe manufacturer shaJI notify CREEK 7echnical 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, recommendeduse, of other prod uc attributes that are not specifically addressed herein, fC,'Hl' IEEE- E K HNNIMSEM 5t15"` 3/4' 1/3" 112' vz,. 3 1/8" -- I - 7 i8" .. I - 3 -'l 'S" 1/2" 1/2" 1/2" ALUMINUM COILS. INC Soffits Appendix D END OF REPORT ALC 1 5001A FL12194-R7 Page 4 of 4 This evaivation report is provided for State of FjorLida product approval under Rule 61 G20-3, The manufacturer shad notify CREEK Te&,nicai Services, LLC of any product changes or q u -s For express nor imply warranty, ins-,aflation. recommended use, or otheraiityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report doe product attributes that are not specifically addressed herein. Florida Building Code Online 14 ht1ps://vvww. floridabu ilditig,org/pr/l)t---app,_(itf,aspx?l)ai-am=--w(,I EV X. _ IL,4T,.,',tttrltL:,l,'i'll."Irsmamk SCIS Hame Log In Wer RagotmtoHot Topics I 50MR Sumhalqe i Stats & Fa(,U PublKations FOC Stbff SCLI, SrLe Map i nkS Searrh dborProduct Approval 11':aUSEW Inj%- Uwr g zear FL FI,7006-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/Ernail TLThnical Representative Address/ Pridne/Email Quality Assurance Representative Acids ess/Phone/Ernail Cornpliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) TKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz001@tampabay, rrcorn Robert, Metz rmel: 20010tampabay.mcorn Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FI, 33703 727) 776-5261 r' metzOOI@tampabay.rr.com Don Shaw IKO Industries LrD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don, shavvIRtko,com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke. Bowden P.E. Validation Checklist - Hardcopy Received slaradAw ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07158 Class H ASTM E108 I 1 of 2 4/13/2018,T-41 AM Florida Building Code Online littps:/'Nvww,Iloridat)tjildiiig.or/pr/pr app dtl,zispx'?PLi'aiia--,,w(,;I-'VX,., E(.jLflV31en(,e 01' PI-OdUCt Standards cortsfwd By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Data Approved Summary of products FL & Model, Number or Name 7005.1 Carnbridge., Carr bircige [it), Biltmore. and Birmore HD Limits of Use Approved for use in HVIi Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 1006,2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Y(-,,s Impact Resistant: N/A Design Pressure: N/A other: Method I Option A 10/08/2017 10/30/2017 11/01/2017 7006,3 Leading Edge Plus Asphalt Shingle Starter strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ¢ Yes Impact Resistant. N/A Design Pressure: N/A laminated architectural fiberglass asphalt- shingle iyianuractwed at IKO's Kankakee, IL; Hawkcsbury, Ont.; Wilrnington, DE; Sylacauga,AL and Toronto, Ont, plants Certification Agency Certificate 7006 RIO (- CAC Uetb,,, A irl DQ16t leae, FM,pOf ru'00'6 P-10 C, CAC LeftteA,571'M D3,16,' k,'Lei JI30C6 R10 C (:,A(.-, Lettcr ASS'-1 tlott leUe, 9 2, C, - 2 a I ), p f Quality Assurance Contract Expiration Date t2/ 31/202() Installation instructions 11- 1006 RIO 11 WO-187 102-01 LQU,t in, ,'-iflabon lnslmctis o4=h FL700n,jxjf Verified By: Doc I' Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: This is a 1.2" x 12" fiberglass asphalt shingle, used to cover, the hip and/ or, ridge of an asphalt shingle roof system manufactured at IKO' s Kankakee, It., Toronto, Ont. and Brampton, Ontario plants, Certification Agency Certificate f-L-10G6 RIQ C ,-AC- A51 M D Ab2 - Shngl!, kflet yve3llanco Au6t Location 6-28-201 "),pcIf FL70C6 RIO 'C CAC' Lette - A51'A D-1101 kAt!r fi-"OC b 11,10, CAC; I-QttA31,1 M D3,R-,, 9 <1'3- G 17 1H-1,000 R10 (, A(,, LcAt;rr A S 11 rA e,108 26-2017),rfx, Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL,7(X' G R10- H Hq ' Rdqe Cop Sh:ngle, Tw,,tailation p and', lrl:UuOuQt ,,;,Puff FL7Q,iJ`6 R VO H iKO- 1 8,1, 02-0 1 Lcl,tef, its 1is u o'l i ln%,ou,tjon* ui FBC 1`1- 7006pcli Venried By: Do(,, T- Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system rnanufactured in Brampton and HavvkesbUrY, Ontario plants Certification Agency Certificate F-L1' 0Q:o RIO CAC Letto, A- SIM D`161 cUc,,i Q 20 2017froin Q,7006 RIO -- CAC, LeLter ASTP-1 D31112 lon, o, od, i 2 of 4/11,20 18, 7141 AM Florida Buildirig Code Online ht,tps://www,floridabtiilding,org/pi-/I,)'alai? , m=wGEVX,.. j1t1,aspx?pari Orton 71106.E Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVHZ*. Yes Approved for use outside HVHZ: Year Impact Resistant-, N/A Design Free urea N/A Cithen F1,7Q06 RN C ,AC.lrxLtTri.. N57i'll, M8 letter Quality Assurance Contract Expiration Date 12/31/2020 installation Instructions H,? 0,d k-, fs', 10, 11-J150- 107 fQq, FS rxi, f F70f)6 9!d, Tj Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's i Brampton, Ontario, Havakesbury Ont., Toronto, Ont.; Sybirauga, AL and Kartakakee, If.. plants Certification Agency Certificate fA A-Pic-,A511,1 D$10, [ttkf ft' Qpq FM[,Kjf R , 10 A` iTm 1` 13006 RI(i C CAt,, Letlrp.,r - A5'T'M f- i, ii4l, x Quality Assurance Contract Expiration Data 12120/ 2020 Installation Instructions J!! fit0WqtJ(`n Verified By: Duc T Nguyen 65034 Created by TridependentThird Party: No Evaluation Reports Created by Independent Third Party: The Store or Pk),'kld is all AA(EK) empknyerQ _'Q'jjY'r%lbr_ -"? Ar 'pqs`,s Under Florida Icer, ernal addreas'es am public records. Y you do riot wane your e-mail address retrased in response to a potak-words reqwsrstb do not vend electronic mail to this enuty Inotead, contact the unite by phone Or by tradionotil Mail, If you have Out quarctions, heats contact 050,487A395, 'Purstraut to Section 455,275( t), Florida Statutes, effective October 1, 2012, ficerewes licomed under Chapter 455, KS. musk Provide the 00trartmLitt, with all entail addraas it they have une. I I he ernallsprovided may be used for officlal cornicunication with the licensee, However email adcl are punk reCraTL It you do not wish to supply a onrsonal address, peace provide the Frepartmerer with an small address which can bL reade avaflablt,, to the public To crounuunit if you are a ficensee under Chapter 45S, Fs,, please click pq.cq productApproval Accepts: MM]WREIM Credit Gard Safe as= 3 of 3 4/13/2018,7-41 AM I I mT, 175" I'll5 TECH NO LOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Cade_ Thisreview was completed based on the receipt of following evidence from IKO Industries, Ltd: 1 ) IKO Shingle Application Instructions - 3-Tab Shingles EN-3Tab '- AppIns_8AGXEFS-2012-.11 - reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Larninated -' Appins_BTI-EFS-2012-04 - reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-H ipand Ridge 12_3HR-I'ri-2013-08-reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06-reformatted 2013-03) 51) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of InAq _pqpftqcq' PRI Construction Materials Technologies and/or Luc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed. Brad Gr7ybq05ki Chic T,M0y_y.qn Managing Drrector Florida P6qmWed"' isional Engin'e'er RE Nurnber: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments. A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions 11<0-187 02 01 PRI constructor) r1atelials TPchnrlogies, I lG 6412 BadqcDrive Nimpa, It, 33610 TO 813-621-51/ 1 Fax: 813 621-5840 e-m ill Websile IMPI/Amw IKO Installation Instructions for Asphalt Shingles Page 2 of 6 22MMMM NAOMI'S WMI"MMIUMS ROOF DECK, Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the save protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. I" and 13" from each end and 112" above each cutout, Drive nails straight so that nail head is flush with, but not cutting into shingle surface, NAILING ON STEEP SLOPES: For steep slopes of 21 " per foot (60') or more, use 6 nails per shingle placed as shown below. Ensure, that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx, size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seat to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". 091129HIM X i"! SEAUNG MW au 01---11-1- - --------- 2 1 f NAILS NA DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI ComtRiction ftod* Technologies, LLC. 6412 ranger Drive Tampa, FL 33610 Tel: 813621,57n Fax: 813-621-5840 e-mail: WebSIW, hlm:/M'*wlAcoA,cxNri IKO Installation lnstructiQns for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASS M D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE, IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDER LAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. I" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60') or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have a maximurn average exposure of 5-7/8". NAIL WC, -STEEP SLOPES APPLICATION IX nm!, ns NAR, 1 ML NAILS LWNI PROPER APPLICATION REOUIRES THAT THE NAILS PE.NrTRATF BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE 6C'2NAgPrDdVe TlamptIJI "3610 16 813621-5777 , ax 813621-5840 e,mad IK Installation Instructions for Asphalt Shingles Page d of NOTE: THESE INSTRUCTIONS SHALL BE USED IN C NJLIC"TI N WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION N CONFLICT, THESE INSTRUCTIONSNS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51i " (1 0 mm) exposure. (For a nutter appearance, the trap of each side of each piece has been factory trimmed on a 1" (5 mm) taper (see drawing), Bend each pled over the hip or ridge, and nail 5 515" (14 mm) above the butt edge 1" (5 mm) in from each edge, exposing each piece 5 1I5" (1 0 mm), Apply hip pieces starting at the lower end of the hip, working up toward the ridge, Can 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 rather end, Note, To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending, NOTE. SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AN D RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS, WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECT'S RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLYLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLESS USING THESE APPLICATION INSTRUCTIONS. n- PRE Genistme n, Matafts'Technologles, LLQ 6412 Badger Nve Tampa, FL 33610 Tel: 8136215777 Fax: 813-621-6840 &mall: Web Steh4t7 u.pr(cmtMM IKO Installation limtructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D311611, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO' S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN, 1, Apply any underlayment, eave protection, valley fleshings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles, Take one IKO Leading Edge Plus strip and fold flat at perforation to separate, 3. 'fake one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mrn) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves The shingle should overhang the rake edge and eaves by a norninal 1/4" (6 mm) rninimurn. Fasten the shingle to the roof deck with nails located 3" to 4" (75 min to 100 mm) from the eave edge and 1 " (25 mm) in from each end. 4, Take the leftover 20" (500 mrn) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mrn) from the rake edge and 1 " (25 mrn) in from each end, 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck, NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 rnm) drarneter heads, long enough to penetrate through plywood or 3/4"(20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each arid. 6. Apply full-length I KO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a norninal 114" (6 ni minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the save edge, 4 nails per shingle, 7, Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus, In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds, FIR I Cori structiorl Material's redtnol(rgieis, I IC 6412 fiaoiw., Drive I ampa, Pl- 3369 Tel: 8 13 621 V," 1 i=;rx 813-621-5840 e nr, (0pimt.co n VVOS-htto 1,%vvw oricrnl.corn 11 Florida Building Code OnlineIt hupsWwwwActridabuilding,or r it i WINX.. gg/pr/p, j pp,_dtLaspx?pati,, - w 6CIS Home Log In , User Registration Hot Topics Product Approval M1011 =101360111"Ns submk Surcharge scats & racis BUFBCstaff S SO Map Wks Search M'004-k Avr"'M)YO Moon > Pvdkiq 5v41,211 AQ9KaUmWt > Application Eh -tall FL Application Type Code Version Application Status Product Manufacturer Address/ Phony /Ernall Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ llhone/Erriaii Compliance Method Testing Lab Quality Assurance Entity Quality AsSurance Contract Expiration Date Validated By Certificate of Independence FL2346- R7 Revision 2017 Approved Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven OkhlarrforRoofing, net, Steven Crew Stevenod WarriorRoofing,net Steven Crew 3050 Warrior Road Tuscaloosa, AL 3,5404 205) 553-1734 Ext 1024 Steven @Wa rriorRoofing, net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @bWarriorRoofing.net Roofi ng Onderlayments PRI Construebon Materials Tactinologies, LLC Keystone Certifications, Inc, 10/ 05/2021 Jesus Gonzalez, RE, Validation Checklist - Hardcopy Received fi, Z,'34,ki h7 QQJ Plit Crrl't' qA of 111depeudence'e'Of Referenced Standard and Year (of Standard) 5t#n Ap_r_dAS chi D226 ASTIA D4869 I Equivalence. of Product Standards Certified By Approved Testing Lab N ft? rqviv""Fjl""20 I Z $to, ndard,,-,, Fm#v*ncy,,prJf 1 0 f 2' 4/ 13/2018, 7:44 AM Florida Building - Code Online Product Approval Method Date Submitted D,ato Validated are Pending rB( Approval Date Appf (wed Surnmary of Products FL # Model, Number or Name 2346,11 415 and #30 roofing felt Method 1 Option 11 0111712018 0111712018 01/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ! Yes Impact Resistant: N/A Design Pressure: N/A Other. Primary roof covering should be installed immediately after felt, Roofing felt is nor intended to be an unprotected weathering surface. 2346.2 i 15w and 30w roofing felt Limits of Use Approved for use in HVHZ No Approved for Use outside HVHZ: Yes Impact Resistaritt N/A Design Pressure! N/A Other: primary roof; rvering should be instilled immediately after felt. Roofing fair is not intended to by, air unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions H12346 R'11 Verified By: PRI Construction Materials Technologies, [A C Test Reports Fl-2346 fr/ I K 15A fcSL Rcf50?-,pd' ASTM D 4869 TeSt-ed Installation Instructions Verified By: KU Construction Materials Techologioo, 11-C Test Reports 1 L-) ? I I,_ I Sw ;ost R(or'-Iod Fi-' 34f,,-R7_1Q 30l%, lest Repowt,pl!f B. Ck W,.t CorltaCt Us =: 2001 Blaw Stolle Roi)C, I f"L 3Z399 i'llone; 850-4t 7- I W,4 1 hO Slat,, of F k) I illa 1, an AA/i f"), e"Pryy';'('Qpyrigj1t )0"),7 2013 states( t rofV'a, ': r"W'J"y 5tfre-p—f I 5"'Api'IeW Rofoi'd 5"A(milent rj" dee Florida on, ema 1 ad"!'Vls'es are, Pubic records. Ir you "J"' "ot —'t ye ur 0, at d'—'s 'Ok'a"Id an ""oon,e to a pubk-re-ooloilloSt, do old send ail ("-, !Ns OF)LIty, Ynstescl, conf-t ftw Orly by pf'ot"k, or by trado! on"! rnali, 1 you have any question,, plesse coot act 'Pursnw)t In SecL... 455,275(1), Florida Suiwo,s, erfectws October 1, 20.',2, ic-sesS tw,'M-1 Clys)ter 4,, r S r,,us, 1--id, the Dopamine", —th 4vi emag add—, a 0 y have one The e' ra'is "wwwbel may bo —fl rol orlc'W C: ... wRr Z",e keo,e emallad( lreses ore pl,blic rOord 11 you do no( "Nh to G.Plely " add —,, eleeS. D1010e the Depwime.t .9h to ef—ii address "'hich Can L* t"ado' "'xkb'o to the sublK, To dofvrt,,),,w ify,,*,,u ate a ke-lle ttode, C. h.ptw 455, F,S , lk: k 1jLqs PooduCt Approval Acteptsi a 177- *01' 1= 11- Crodi" `a!cSafe o f- 2 t 1120 18, 7:44 AIM WARRIORo ROOFING MANUFACTURING 4\x Roofing Felt Installation Recommendationsions e aware that roofing felt should not be walked upon prior to fastening into position, Proper safety equipment is recommendedded for all installations. Also, the roof decking should be Muss° of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt, The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge, Overhang is not required, Anchor the trap corner ofthe felt after it has been properly positioned and roll the felt out across the roof lay careftal attention to roll the :felt out smoothly, avoiding wrinkles a you move across; the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next cose of felt should also be aligned with the roofed e and should overil€lp the previous course two inches (sometimes referred to as head lap). In the event you ;et to the end of roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior mall (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasters intermittently to hold the top edge in place until the next course is applied, The fasteners in the bottom of the next coarse will hold the top of the previous course securely, Continue tap the roof in this manner, Be sure to firmly fasten the trap of the final course if it terminates at the top edge of the roof Otherwise, overlap the felt over the ridge and secure then begin at the bottoms of the other, side of the ridge and repeat the process. In valleys, lay a verticalsectionofroofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt, if you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each sub$eguerat length a minimum of two inches as you rove up the valley to arcs r pro r water shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles mid fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after f(--,It installation. NOTE: LOCAL BUILDING CODES MAY R-QUIRE- A DIFf"EREN'rFASTENING PATTERN ANTWOR SPECIFIC FASTENER TYPESTHAN RECOMME,,NDED BY THESE lNsukuCTIONS, PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF R-FGIONALLY SPECIFIC FASTENING REQUIREMEWI'S. EN Job Pam I"ype eri'Wcarl:: Nenv Q .',kd' Man Redo C" nt"t Person: Phone- G 1 7 2018 ITT OF WNFORED BUILDING & FIRE PREVENTIONN PERMIT" APPLICATION Applicatioti No: Documented Constructionaction Value. 4 { c' Historic District: Yes 1:1 N Residential AC`czmine*rciai zkItcrationEl RcpMr Demo E C hange cif WAlove Propetly fJvin r Information Name Tide. Street- Resident of prope"j? CQ state, Zip: n f Phone: it.$... ou, r 14 9 i ..' '' T t «.. +n 4 b. F i , tt « n.. yri . ». 1....., 1 y•„,,,1 ......., t tw. is StateZip: 8 t.,......,.,..., j ., , State License v ,. ...w.,. "., , I..„.,..... Archltect! Enginesr Infor[ti-ation Name Stroll c: CiQ% St. tr) Sondkg Phone gl Fax: C.. m : ai: ICatr['eis: WARNING To 0AN"NI`I t.l°frl € E'.1lE.t.`etl;'itk lt!'Ct:;r I"a .4 NOT ICE Cri CAM \IF;N('F:\ik:` `t NI" 6;E E`t.1 IN 1c)I`,, 11t1'ING T%N ICE MR. IOS,'R01.I0II,V.E, 10 1 OF R PIMPElur A ND I ICE: OF CA)M MENC MLVI 1'stll PE: RE;C" C)M1::'I) .01) IMS I i 1) ON !!IF WH SITE EiEFORti° TIIE FIRST INSPECTION. IF 1'C1t' ENT EIND 10 OB l K FINANCING. C: r NS L.T' M H 101,11 I KI:)FIt tr, A' ATTORNEY HIKFrrhE YOtll, NOTICE is,, nnsnvl PNM . 00=0 W. ,= :M Am an OO `, VIA,, , .t.,.._. ...__. n1mics, 54 !. _, , 0, .....,....,. o I uMnond timi it hcpjrj;c I` .,afi mum be C,ct...a; tea' MK...:-E, xswE,augking,'s.;i:1, I, ;°#'. t, t'i, latj€lay I;w..,cr4 t.tnK and air i`(,ndhionorS, voc, B( 103yaili` hetitv,.M"Lho sa, orapfi.,avon tono. ve o n v.c 5 " ta.ii_,i:'tvvi ...1By (n.,, le 4 J,-_ In addition to W requacnims of Ofs pmuit, th,1v,,'1,v ba aUnkmpl rwwwOons appikahk to Cis fotaw ,q A,, ,, pe toundinthepublicincordsofAscoim, mid thee nnbe 'ad"I"lonal pei'znuts reipirw,d E'OM tip;' ter 90% wmilwal enwitios such as Water mmaymd ent wkwe u, agencies. or Wderalagencies, otpertn t is Wficahon thin I M nmfv he wNtjeOf thZ Pt,-,Nz-,V of thz requiremznvs 0;'Fiorioaa Lie,, Thc C),,y of Sanford rquiras paymcni of apthn w\w" VC CA dw time KPOM wh"aal A wp; Of Ow exKuwd c0nuw( is riyaW in order to (akulme a pUn redew charge wid wM be wnsiL%edl llne csinnved conmrvzuon Muc of the job a, Ehe th,, of I TV anUA cortstivnion Me W be figumd Wd e cWWAMQoM i-n cffat O. ttti)c thiepernnit is ol ce, ShoJJ cWhyd do go Ry"d titdw ewculew cvnuncl ccmdwce Wit local odin. an wMA "Albeapandtoymnp. ,--- nk fwoi w1he'n flh, .3, is imun! CMVNER'S AFFIQUIT: I certify that all of the foregoing infornintic)n N accurate and that all Nj-()J,J; Nill be done In conyUmee with all nppLicalwe W s reguladng construction ApnMW &too= Agn: n.", Is PC,, SOWN, ponoy r W, A w N Prod CQ I D 13111,01VIS FOR QFFICE USE ONLY pp Wink Requked: WidinyE] ENKS lNUMAY [:] PluQ# LFIJcs3 a Li Hond zon(: 10%11 SqV't of F) 4Mn. Occupancy Und: Ne" Cnnstructiciri: Elcuric - =, of plMnyng A of Fire Sprin kAr Prnflt : Yes No Firy Alarri Perndt: U UCH -11 H,7S: QNSIF WATEP, PRE: HUH DING 0M\IV\ TS, FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Y Page 2 Application Number . . . 18-00001856 Date 8/17/18 Application pin number . . . 272192 Other Fees 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 1103.95 01-POLICE IMP-RS 09.1.17 384.82 01-SEM CNTY RD IMPACT FEE 705.00 01-SCHOOL IMPACT FEE 9000.00 WE IMPACT;SINGLE FAMILY 1343.00 SD IMPACT:SINtGLE FAMILY 3025.00 01-BLDG DCA SURCHARGE 31.40 01-BLDG DBPR SURCHARGE 45,10 Fee summary Charged Paid Credited Due Permit Fee Total 80.00 00 .00 80.00 Other Fee Total 1.7151,08 17122,08 .00 29.00 Grand Total 17231.08 17122.08 .00 109.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. AUG 1 2018 CITY OF SANFORED BLUE)ING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented CWnMrmdon Valm: S Job AtIM-ess: Historic Digrict: Ves D Not, tL)u_ -- 11 1 C, pured ID : 151: W -10c x'Voi -1 11 :> ' 3 0 ommercial KAZIResidentialAType of Work NoNy [33-10dition 1:1 .aeration 1:1 1 epair Q Demo D Cha n g c of t* s 0 v e 10 I ci 1-ri J- rQyQ6onofWorkALTOH, I J, 3 Plan Re"ov Contact Person: T i t 1c: Phone* Fax: Property 0%vner Inforni,1,tion Name Phone: Resident of propero? 2- Citqy% state Zip- ConVacor Idormaton 7 Phone: same, Fax: city, State Zip: l 'LA1 . .......... Swe Mew No.:AI- D Architect! Engineer Infori-nation P h 0 n C, Stre t I a X: Ehudhg Ctmpany: Xddresu W" gage Wder: Addros, TVARNING T0 CAVNER: ICU R FAIT URF,' 'T'O A N(ITICV W CMIMEN(J.VFTCT )1,\N fj<L'LT IN YWA PAYING TWICE: IR LA! LTC FS 40 1 0L'R PROPERM .1 NOTICE: 0F COMMENCEMMI tilts F1111 RECOMM) AND FA SILL ON TfflJOH sur uvroill THE FIRS1 IF YotIvILNI) t() FISMING. WNSULT "ITH YOVR LENDER (A AN ATIORNIA BEFuRF FIF(DIADING WUR NWICI: M` cou"MCEMENT I vudaAwnd rho a vQM00 pumh row 1w wra"W ror unaw is qw&Q Ammuc holday Waury unk, ard nk condhionat wc. F is I un, 4W by in nod "Wh On Om 'Alp; hvj""o an! tk OW, K"A. w n W r v Oz- "I Arno 1>10 I OWMA qapna E3 N91KI: A Whhn to the requbonwius of &K porAL tlw rnay b", addjtik u"fl rg,"Heop3s applwj"'k- to tl"k' that Ina toundinthepubLicrecoMoftlhi count anj lh1'nav be'lk-ino-"nfl pzlzni S NNtlue'd f-'OM 011; goveminonmi en6gs such a, ,,,r numpunnu Ago", agen'kiov AWCpUYVtitpaMQ W CA tka On IM I wM nNQqh: on nor ot i . ne propzrvy of Q requuenwnti of Fk0da Lks 10". FS 713, The requnns paywnt of a Pon rou" um to ome or p ono WWUM A cqr1 kt 1,; m order N) Mulme a pNn revIew chago md "M be amohad me enimmed consuvcKan Wu: V the job a! the tynr of subrunal I ha a'.-tualconstru'.don Que "T be Hyund WJ on the cqTm, KX' Aw wMe we payny a "Sgej po ncoNswe uth Kcal vrdWa:xe. Shmdd cdcutui 64gy Rind cund fhe PMMI x flu Wit ull be t-pphcd to yout, pen -nit rezi v"Ihen th-, pzrnniis inux", OWNEWS, AFHDA\ 1111 : I coAfy tat A of Ove fomgWng AN-mation is accut'11U' and tat all Nvork Avi, it be done in cornpHance NOT all uppHeatIle la"s rugulaHng conMrucdong-acLwn ng, 0 i 'A ze; i Pery=H v Kn on r zo N 1 v w MUCH WACO ID Typf M __ ....... BELOW fS TFOR OFFICE I.*,,SE ( AL) 7 Permits RequAd: BuRk,,gEl 1:! Nlechanivalpwagr, Gas Construcchn Occupancy We: lqgyl Zone, ToW Q Ft of B1d2:----'-1--.----. 1 11101. Occupancy Lond: or Swirks: Se" Consiruc&n: Elan-ic - of Vixtljrv Fire Sprinklcr Purni1r: As v Firt: Uirm APPROVALS, WASTE WATER: CONINIEN'M ENTUNEERINS FAR BVILD114 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 8 5.541,2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688,5080 Application Number . . . . 18-00001857 Date 8/17/18 Application pin number 432899 Property Address 3719 SALTMARSH LP Parcel Number 17.20.31,502-0000-1330 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning PUD Application valuation 199208 Application desc need nee Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone * . . . . . . NONE Other struct info ELEC - # AMPS 150.00 PLUMBING FIXTURES 17,00 NUMBER OF STORIES 1,00 SQUARE FOOTAGE 1915.00 Permit . . . , . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071406 Permit pin number 1071406 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee 80.00 Issue Date 8/17/18 Valuation 0 Expiration Date 2/13/19 Qty Unit Charge Per Extension 200. 00 4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal, Please contact WastePro at 407,774,0800. Normal hours for inspections are from 7: 30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407. 688.5058 or at dave. aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees 01-APPLCTN FEE -ELECTRIC 25.00 / / 01- APPLCTN FEE -BUILDING 25,00/ 01- APPLCTN FEE -PLUMBING 25.0 01- BLDG PLAN REVIEW 82 00 02- CLMB CUT/DRIVE - SIR 0,00 01- FIRE IMP-RS 9-2017 /83.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 85 541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number 18-00001857 Date 8/17/18 Property Address 3710 SALTMARSH LP Parcel Number 17.20.31.502-0000-1330 Application description NEW SINGLE FAMILY HOME - DETACHED Subdivision. Name Property Zoning . ROD Permit . , . . . . ELECTRICAL PERMIT Additional dose . . Phone Access Code 1071406 Permit pin number . 1071406 Required Inspections Phone Insp Seq Insp## Code Description Initials Date 10 221 SSE TOOTER/SLAB STEEL BOND 20 212 ELOI ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL _f _/ 7- DESCRIPTION AS FURNISHED Lot 124, WYNOHAM PRESERVE, as recorded in Plot Book 81, Poges 9_5 through 102 of the Public Records of Seminole County, Florida, BOUNDARY FORICERTIFIED TO: Park Square Enterprises, _LC (a Delaware Corporation), Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MART` SOULEVARO R/W MAP COUNTRY PROJECT PS-0137 N 8940'17" E 4(1.00 ' I 10' UTLL. ESMT. LOT 124 4 7,18' 4 7. 18' HT7* 5.00' 0,w, M 13. 3' LOT 725 Q) LOT L213 FORM60ARD FOUNDAT70N Q) 70E- TO or FORM FORM AVPSRAOC- 30,01' 5,00, 210 25, 20' 25 2;' 10' COL. ESMr. L Z S 89'43'10 W 40. 00' SETRACKS, AS FURNISHED FRONT - PY*11 REAR4 / 664e23, Vr 5' (40 Lan LA 7 5' RO LOT) 10 o'5' For) co VE SIVESTREET - 25' (60 & 75' LOT) IF_1_JCffEfl 15' ( 40' LOT) 50' PRIVATE R/W) 26' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN i2o IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) hN SUCCESSION AT 25' TOTAL LOT AREA 4,542 SQUARE FEEL PROPOSED - P7NSHEO SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL 5QUARE FEET FLATWORK 16RDRAINAGEPLANSDRIVE PROPOSED t 40J/ I TO- 513 ± SQUARE FEET FOUNDAPONIPAD 1, 194 1. SQ0AR, DRAINAGE F_1OK` A-;,p e, WALRS 721 200 270 ± SQUARE FEET REAR RATIO 107 1, SOUAR GRAOING rlPF A _'CF, Soo 3,007/ 130 - 3,1,37 f SQUARF FEE T FRONT PORCH DECK 48 '3QUA,','- J-Ff-T PROPOSED CE PEI? PLANS 300 NOTE, POOL DECK N/A SOUARE P 1; f" FRONT SIVEWAJK ANIL STREET LOCATION TAKEN FROM P LANS PROWORI By CUENT NOT FIELD WRIFIED CA) USAWMEYER --SCOTT T ASSOC, I/vc - LA117D SUR V/ 101 NAT ITF.0 5400 E. COLONIAL OR, ORLANDO, F`(, 32807 -277--3232 FAX (407)--658 74 36 407) TV, yp A WR A C—A11% PATI'DINT OF K"EIA 0—IME KM mi. W OWIMMD CM11"Ift MCIEmK W 7 ROWDID T"MSIO," am W.&F, OVDA" W, THIS WMEy CE'S Ric SIAWWWA OF PRICTICE FOR. IR THE allml ff v SOPWRORS AM) W 0 -1 40R- POOL ".~ M AFCM1 I N A.IR .Tg 0% NA PtPlAam lmc `, P 4OWSS IDW S. UNUSS rumssm MIN M'DwFSP 5 SHIM AND wowv. RWCO SM OAS SuIRry my III, MW3 Me PAT V o lap IDINT OF RADAK,AI CAC CAI,OILATED I M$ ELWwT WAS PROADITT MW THE KIERWTV, "MS,,D To THE SURVEYOR, ,0, Wy &r 0,OH, Rl:S,O,pONS OR MEW)PE PAT AFFECT ME PROPERTY, p l10MTWCO.KWOADT IF CRK K,, Kr",PCC T, v T011NE IT, 'IMSW,, Lw ELEPAMMVNGNT IM WDOMWWO IMPROWWOOD PAW OUR OXIARIT' DILOSS 07NER SE A, LL 1 MI. IIS, WILAW XTII— Ow ftKrIIPMIK KWE. SvIva SAFE "T. IT MS SURVEY IS PREPARED FAR INC SME SOWnT OF ITIOSE Mwwp R, AM, Not w RuIE, u,,,, ID, ANY a"'El a, P.PIWAa SW- `vR DID 10CATION a, WRED, va= N01 W TOAD 10 ROC-SPDX, W- 016, SIARPOS. AW RASED AKaW0 AARW AIKI I IL TIP RIF ONE -SPAWN AS aAsr VM% (ILA) UXAT34PkI, W SIQPR ARC M M CW RMKPW DEPPDOO TEATVu OMUM or T929, W(fE5 OMP,,,O, WOO, CLt, 'L., I'll, WA, OOD LKC"OO, 9 9 OVIRITCAM01 A.DMMZ- W L 1,'D IDPO CTE DUO, PC AT a, OTOY"OIT TAT SCALET-- v 1AWT. WI M-11 MAIN CERNRED Or R. AD 0 etc ESNGi07PLAK 013-30-2o7e IF FORMBOARD FOUNDATRWIELIA' s. 0-01_20HI soaI 'A rH5LaTaDoOP'ROPFR Nor 01C AT`T,11 If 1;> W ESTAPLLI440) 100 YEAR FLOOD PLANE AS PER "FAZW X- R ;; 7 48o, 1. 2G`I` kfAP i 12117COQQO F (Q9-28-07) 1 UNIVERSAL ENGINEERING SCIENCES consult'Int's" In' Geotechnical Engineer inn - Envaonniental Soences eOphysic al Services - Cmistaiction Matefials T sting - Tha"Fshold Impection 3632 Maggie Blvd, Orlando, 32811 - P. 407.4210504 - F: 407.423.3106 Cfien: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 mjiii iiiiijillillilillill illillill !II III UES PTjoct No: Workorclor No: 93980i,-- Report Date: 8/10/2018 6-6' 54 LIES Technician: Sammie Edwards Date Tested: 08/10/2018 East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2650 Flicker Cove (Lot # 24) iYPA-Qf Int-11 Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTIM D1 557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test Maximum C)ptjmum Field Dry Field Soil Native Depth Pass No. Location of Test Range Density pcf) Moisture Density pef) Moisture Compaction inch) or Fail I ort Footing 0-1 ft 106.8 10.6 108,2 5.9 101 N/A Ta7— 2 South Footing 1-2 ft 106,8 10.6 107.0 4,9 100 N/A Pas: 3 East Footing 1-2 It 106,8 10,6 109.2 6.0 102 NIA Pas 4 North East Comer of Pad (TOF) 1-2 ft 106.8 10,6 106.3 5.5 100 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 106,8 10,6 105.2 9.0 99 N/A Pas, Remarks: TOF= Top Of Fill El 0- D- N1;- '-A --h- '11 --+, - -4-i"-4 - -F--fi-f, -4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: — Documented Construction Value: $, 5595.00 Job Address: 2650 Flicker Cove Historic District: Yes [I No Parcel ID: —17-20-31-502-0000-1240 WYNDHAM PRESERVE Lot 124 Residential 2 Commercial Type of Work: New 9 Addition El Alteration El Repair 0 Demo 11 Change of Use El Move Description of Work: Install new 3-ton HVAC system with duct work I Plan Review Contact Person: Paula Bagley Title: Permit Clerk - Phone: 407-975-2762 Fax: _4QZ-qZg- Email: Permitting@onestopcoolin2.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: _407&22-93Q... City, State Zip: WjnteLEa1K_EL_a2Z92_ State License No.: CAC 032444 Arch itect/E ng i neer Information Name: Street. City, St, Zip: Bonding Company: Address: Phone: Fax- E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 insist be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5a' 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 front 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 fore Ding information is accurate and that all work will be done in compliance with all applicable laws ret structi n and zoningstg 'On Ir Signatore of Owner/Agent Date Print 0,.xmer/Agent's Name Signature of'Notary-State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID — Type of ID 09/25/2018 Sihnature of C ontractortAgent Date Kevin Stine Print Contractor/Aizent's Name us= KELLY WEBSTER Notary Public - State of f lodda Commission # FF 978034 MY Comm. Expires Apr 4, 2020 Contractor/Age-7-77'C'TR7W, Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical [I Mechanical F] Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps_ Fire Sprinkler Permit: Yes [] No [] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: Gas[] P'oof [:] Flood one: muncumm Plumbing - # of Fixtures Fire Alarm Permit: YesE] NoE] WASTE WATER: MUNUMMM Pcrinit Application 41 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J4 L— Documented Construction Value: S Job Address: I Ire, ( ov -e Historic District: YeSEI No Rj Parcel ID: — Residential W,'ComnterciaiEl Type of Work: New Addition El AlterationEl Repair 11 Detno 11 Change of ,Ise El MoveEl Description of Work: Plan Review Contact Person: Fax: Entail - Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Phone: Name4" Street: ' Oo- 7 City, State Zip: 7 71 State License No.: Architect/ Engineer Information Name: Street, City, St, Zip: Bonding Company: Address: N 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 T14E 30B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT" 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 as separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised; J one 30, 2015 Pennit Application K3 i IQQTICE: In addition to the requirements of this permit, there rniy be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the pernut is issued. OWNER'S AFFIDAVI "' : I ccrtify 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 ofOwner/Ageut Date Print Owner/Agent's Nameg gig€gig€riuro'ififNutsr}t to of MeridaLitzt Owner/A,gmnt is — Personally Known to Me or Produced ID — Type of ID siguoiurc okdoq or/Agent ate t, ic Print Contractor/Agent's Name BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] Electricalo MechanicalE] PlumbingE] GasE] Roof E] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: of Stories; New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] No 0 of Heads — Fire. Alartu Permit: YesE] NoE] APPROVALS: ZONING: UT11,1TIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: — COMMENTS: Revised: June 30,2015 Pertnit Application 15 lightyears, Inc 15 lightyears 776 Benneft Drive Longwood, Florida 32750 The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted, These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1 .0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401,2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. would like your department to allow these forms to meet compliance. If there are any issues with that you will require. Tim Smith (407)-951-3236 tsmith@1511ghtyears.com IEEE= Timothyimith Energy Technical Advisor RESNET Quality Assurance Designee IIECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee patticipating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC LeakageEnvelopeTestReport , Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, Builder: Address. 6.5 b City. SA 4' Permit #. t Ccimmonity. Lot. Unit: state. Zip. ;?," r 13 13, x 60 _ EFM( 0) Building Volume ACH(50) Retrieved from architectural plans ASS (Mechanical Ventilation is not required) GDOcode software calculated PA (with Mechanical Ventilation) Meld measured and calculated FAIL Com any Noble. 1 Li h r Ind Phone. I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Cede Energy Conservation requirements acc to the co, Ean ethod selected above. Signature of Tester; Date of Test. = Printed Name of Tester. r nv rho t License/Certification #. T Issuing Authority. Copy of License 1 Certificate of the tester mint be attached) Builder: 'Ro-j( Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Community: 'V(4) rx8' kN rn Lot: Address: v<_ City: !3 State Duct Leakage Test Results System 1 cfrn25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all Ystems CfM25 Qn Total of all Total -Conditioned systems Square Footage Lt:1PASS Duct tightness shall be verified by testing in accordance with ANSI/ RES N ETACC380 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, I= F:- I zip: 32773 Company Name; Ughttears, Inc Phone: ------ 4a55jAaa-j5J_5_ I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNA Issuing Authority: Coov of License 1 Certificate of the tester must be attached) Cer*cate of eeen4 HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR fflmmmlmffi,, Tim Smith, RESNET Quality Assurance Designee 15 lightyears RESNET QA Provider # (1998-199) DESCRIPTION AS FURNISHED: Lot 124, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FORICERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 125 LAKE MARS' BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD RIW MAP COUNTRY PROJECT PS-0137 SET 112" I.R. N 89048'17" E SET 112" LR, 4596 4000# 4596 ON 0 5. 00, R a. 1 ' 1 ON To' UTIL. ESMT 7.5 01 CID " WALL LOT1124 4 7,18' 4 7. 18' 4 7.18' 25, ra 0 0,11 P. C. SET N&D 4596 - SETBACKS AS FURNISHED FRONT 25'(*) REAR 20' SIDE = Y (40' LOT) 7, 5' (60' LOT) IW ( 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 FINISHED SPOT GRADE ELEVATIONS PEP DRAINZE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS 300 3, 5'x3,5' AC PAD 5. 00' 13. 3' 16L 7' DOWD, 0 BRICK C> TWO STORY RESIDENCE F. F,= 30 01, 9. 0, 5.00' COVO, BRICK - 9.0' 21, 0' 16, 1' --___j37.58' BRICK DRIVE 20' 25.21' 10' UTIL. ESMT. O,3' 0 v 5' CONC, WALK SET 1 2' 1R. 496 893' 10 S `4" WBff) 40.00' END OF WALK AT W URIMVEY TIMEO0FSURVEYI01:Foe Flic-ffER co VT 50' PRIVATE RIW) CRUSENHEYEW -SCOTT & ASSOC,, INC - -LAND SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P F PLAT FIELDFIXIL TYP, POINT ONLINE TYPICAL NOTES: 1P, A IRONPIPE IRONIT OR PIRC: P Cx POINTOFREVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HERESY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACnOE SET FORTH BY THE FLORIOA BOARD OF CA TO W- RUTT MONUMENT RZ, RADIAL S AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECT70N 472,027, FLORIDA STATUES PROFESSIOW SURVEYOR, SETOR, I/ a' IR, efOLD 4596 RR, NON -RADIAL 2. UNLESS EMBOSSER WITH SURVEYOR'S SIGNATURE AND Owiw "RED SEAL, THIS suRvvy MAN OR COPIES ARC Nor vAijo, Rec, P M ITkCC0VrRVDPOf, BEGINNING V.P. CALa WITNESS POINTCALCULATED r THIS SURVEY WAS PREPARED FROM ME INFORMATION FURNISHED TO THE SURVEYOR, MERE MAY BE OTHIOO RESTRICTIONS OR EASEMENTS, THAT AFFECT THIS PROPERTY, P.O.C. NT Poo NY OFCOMMENCEMENTAN I PER MANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, t N11D CENTrPLINE NAILA DISK F.P.M D4L, FINISHEDFLUOR ELEVATION BUILDING SETPACK LINE 5,THIS SUANEY IS PREPARED FOR THE SOLD BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY.. R/W RIGflT- QP-WAY RkK BENCHMARK A. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES, ESMT EASEMENT 11L R BASE REARING 7, SWPNGS, ARE CASED ASSUMC') DATUM AND ON THE UNE SHOWN AS RASE &CARING (9,R) DRAIN DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM Or 1929, UNLESS OTHERWISE NOTED, UTIL, MEE, VDFC, UTILITYCHAINLINK FENCEWOOD FrNrE R COODFICA7Z OF AUTHORIZATION Na. 4,596, r CONCRETE BLOCK SCALE 0-- 1" UA`N BY:oss F.F. POINT OF CURVATURE POINTOFTANGENCY DATE TtiiiER Na DESC, RFSCR PT OIN CERTIFIED BY: R RADIUS PLOT PLAN 03-30-2018 1955-16 L ARC LENGTH DELTA FORMBOARO FOUNDATIONIELEVS. 08- 01-2018 5063-18 CHORD 4OD BEARING FINALIELEVS. 01-07-2019 19I_* NORTH THIS BUILDING\PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' GRUSEN R, RL, # 4714 E SCIC R" RL ZONE W, MAP # 12? 17COogo r ( 09-28-07) JAM SCO S # 4801