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3860 Saltmarsh Lp 18-1138; SFH (2)11111111111111111111111111111111111111111 GR,hNT i'iP.LOYr SE:Lil;OLE COU[ITY F r F r:iRCUIT COURT t: COilf'1'ROLLE 4i; CLERV S z 2018048433 RECORDED 05/03/2018 02:0 1•.-231 Ph1 n'CC0ING FEES `110.00 CORDEE BY hdevar =• THIS INSTRUMENT PREPARED BY: Name: Tania Pickering Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1138 Parcel ID Number: 17-20-31-502-0000-0260 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 26 Wyndham Preserve Plat Book 81 / Pages 93-102 3860 Saltmarsh Loop, Sanford FL 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name, Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number. Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name, Phone Number. Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 8. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4AVishaal Gupta, Executive Vice President SlgmeWre of Owner or Use a or Lessee's (Print Name and Provide Slgnstarys T da/011ice) Au#Wxed Officer/Di /P payer) AftStateof County of 4%d x-- 2 ona The foregoing instrument was acknowledged before me this J day of ' 20/9 by U% a'//lifTT _ Who Is pe lly known to mL13/OR N of pdfWn making statement who has produced Identification 0 type of Identification produced: 9r D. A CLARK WCOMMNON0FF209106 EXPIRES: June A 2019 d,ad eonOtOiArg6u0ptlNabry>IrMter Notary Signature CERTIF!ED COSY GBI:% .MALOY CLERKOF'P !CURT DCO, tci1} [ BY .._. DEPUTY CLERK Date_ "., CITY OF SANFORD MAR 0 1 2018 BUILDING & FIRE PREVENTION 5 _ PERMIT APPLICATION Q Application No: 0 33 Documented Construction Value: $ 1400 2g(,.,$2 S, °0 Job Address: 3860 Saltmarsh Loop, Sanford (Wyndham Preserve lot 26) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0260 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone: 407-529-3135 Fax: Name Street: City, State Zip: Title: Permitting Manager Email: mparkison0parksguarehomes.com Property Owner Information Phone: Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783. Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4'% a'a8•1B Jui—_ Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Gupta Vishaal Gupta Printto r/Agen ' Print Contractor/Agen ' a.as. / aa8 8 Si Date Signat a of MICHELLE PARKISINJ ii+t MICHELLE PARKISON Notary Public - State of Florida , b -, Notary Public -State of Florida Commission # GG 157861 Commission # GG 157861 p ••' My Comm. Expires Nov 5, 2021 °;?4 My Comm. Expires Nov 5, 2021 1° }•" tiondad Ihiouph Nellonal Notary Assn. "• " Bonded IhM* Na1xxW Notary Assn. Owner/Agent ism Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [r Mechanical [a Plumbing® Gas[-] Roof Construction Type: Nf6 RNNp, Occupancy Use: t 5 Flood Zone: Y_-5 L Total Sq Ft of Bldg: Z-1 Z Min. Occupancy Load: # of Stories: 2• New Construction: Electric - # of Amps Zee Plumbing - # of Fixtures \!l Fire Sprinkler Permit: Yes No 6d # of Heads Fire Alarm Permit: Yes Nog APPROVALS: ZONING: ? 0 UTILITIES: WASTEWATER: COMMENTS: ENGINEERING: t 1L 41-2110'* FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. X19 • `-I *10 1 "^P Zp-7 a A, 6L BUILDING: 1• Revised: lune 30, 2015 Permit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 026 Sorrento A LHG - E Builder Name: One Stop Cooling and Heating BU/CO Street: 3860 Salt marsh Loop Permit Office: CitAgf Sanford T 1 2 4N City, State, Zip: Sanford , FL , Permit Number: 8 _ J 8 Owner: Park Square Homes Jurisdiction: 691500 C ORODesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) cq 1. New construction or existing New (From Plans) 9. Wall Types (2612.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 ft2 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4. Number of Bedrooms 4 d. N/A R. ft2 10. Ceiling Types (1515.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1515.00 ft 2 6. Conditioned floor area above grade (W) 2078 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (W) 0 11. Ducts R ft 7. Windows(223.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 415.6 a. U -Factor: Dbl, U=0.55 135.00 ft2 SHGC: SHGC-0.22 b. U -Factor: Dbl, U=0.58 64.00112 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U -Factor: Dbl, U=0.54 24.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A f12 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 0.538 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2078.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 563.00 ft2 None c. other (see details) R= 191.00 ft2 15. Credits Pstat Glass/Floor Area: 0.107 Total Proposed Modified Loads: 65.59 PASS Total Baseline Loads: 67.50 I hereby certify that the plans and specifications covered by Review of the plans and 114E STq2 this calculation are in compliance with the Florida Energy specifications covered by this ti0 E - FOr • A Code. Bo an1 i' Digitally signed by Sojan Paukovic calculation indicates compliance Code. t g` F. a < Paukovic.....~ Date: 2018.01.31 12:50:31 with the Florida Energy rrrk, •:_'', „ PREPARED BY: 0soo Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as ned, is in compliance Florida Statutes. with the Florida Energy C ODS OWNER/AGENT: BUILDING OFFICIAL: DATE: a'0-8' 8 DATE: :!I' Compliance requires certification by the air handler unit manufacturer that the air handler 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 ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot 026 Sorrento A LHG - E Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2078 Lot # 26 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlalBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3860 Salt marsh Loop Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2078 19138.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1324 12352.9 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 754 6786 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor Over Other Space 2nd Floor ---- ---- 563 ft2 0 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 139.5 ft. 0 1324 n2 0.29 0 0.71 3 Floor over Garage 2nd Floor ---- ---- 191 ft2 11 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1694 ft2 0 f12 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1515 t12 N N 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORAA RAGS -9017 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1515 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below ff r)rnt To Wall Type Space 1 N Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 55 0 9 4 513.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 W 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 10 0 9 4 93.3112 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 27 0 9 0 243.0 ft-' 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 30 6 9 4 284.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 4 3 8 24 tt2 2 Wood 1st Floor None 39 2 8 8 21.3 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low -E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 0 ft 8 in Drapes/blinds None 2 n 1 Metal Low -E Double Yes 0.54 0.25 N 4.0 ft2 1 it 0 in 0 K 8 in Drapes/blinds None 3 N 2 Metal Low -E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 0 it 8 in Drapes/blinds None 4 n 2 Metal Low -E Double Yes 0.54 0.25 N 8.0112 1 ft 0 in 11 ft 1 in Drapes/blinds None 5 e 3 Metal Low -E Double Yes 0.55 0.22 N 15.6 ft2 0 it 8 in 1 it 0 in Drapes/blinds None 6 e 3 Metal Low -E Double Yes 0.54 0.25 N 12.0 ft2 0 it 8 in 1 it 0 in Drapes/blinds None 7 s 6 Metal Low -E Double Yes 0.55 0.22 N 45.0 fl2 0 it 8 in 1 it 0 in Drapes/blinds None 8 w 7 Metal Low -E Double Yes 0.55 0.22 N 15.0 ft2 0 it 8 in 1 1t 0 in Drapes/blinds None 9 w 8 Metal Low -E Double Yes 0.55 0.22 N 30.0 ft2 0 it 8 in 1 1t 0 in Drapes/blinds None 10 W 8 Metal Low -E Double Yes 0.58 0.25 N 64.0 k2 0 it 0 in 0 it 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 420 ft2 420 f12 51 it 9.33 ft 1 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R4(15 -P017 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section 8405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00041 2232.9 122.58 230.53 .3682 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 Sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None fl2 DUCTS Supply -- - V # Location R -Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 415.61t Attic 103.911 Prop. Leak Free 2nd Floor --- elm 62.3 elm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin jj jj Jan jj jj Feb jj jj Mar Heating (X] Jan jXl Feb [X] Mar Ventin j J Jan [ J Feb [X] Mar Ceiling Fans: j j A r r[ May [X] Jun r[X Jul Xj Au JIS e Apr t May [ ]Jun l j Jul 4 ]Aug Sep XJ A r [ Ma [ ] Jun [ J Jul [ J Au Sep Oct WNov Oct Nov Oct Nov Dec Dec Dec 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section 8405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3860 Salt marsh Loop Permit Number: Sanford , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL 8401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity 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)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at anytime after creation of all penetrations of the budding 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 o1 the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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 R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 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. R403.1 controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. 8403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) 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 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 600C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt 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. 8403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, 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-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). 8403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 1/31/2018 12:48 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower 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 may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is -above 40°F (4.80C). R403.10 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 R403.1 OZ. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from.on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting -fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3860 Salt marsh Loop, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U -Factor: Dbl, U=0.58 SHGC: SHGC-0.25 c. U -Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1302.00 f12 b. Frame - Wood, Exterior R=11.0 1026.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 284.67 ft2 4 d. N/A R. ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1515.00 ft2 2078 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 135.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 415.6 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 24.00 ft2 a. Central Unit 34.8 SEER:16.00 R2 0.538 ft. 0.232 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1324.00 ft2 b. Floor Over Other Space R=0.0 563.00 ft2 c. other (see details) R= 191.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection., erwIs a new EPL Display Card will be completed based on installed Code comp' features. Builder Signature: a= Date: 8.0-ipj. IjE> Address of New Home:,}.,r Sym ( City/FL Zip.<:>,' ! kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat THE ST,gT 0 Cr. xc a l COD WiE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building 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. 1/31/2018 12:48 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 026 Sorrento A LHG - E Builder Name: One Stop Cooling and Heating Street: 3860 Salt marsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. 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 an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage 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 space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of IUU-400. 1/31/2018 12:49 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardsome Cout Wirler Park FL 32792 Phore (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0reSlopCoolirg com license. CAC032444 For: Park Square Homes 3860 Salt marsh Loop, Sanford, FL Notes: Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT Calculations approved by ACCA to meet all requirements of Manual J 0 Ed. wrlghtsol't' 2018-Jar01 112725 RigtFSuteOUriversal 2018 18.0.08 RSU16877 Page 1 Skop\TEMP PRNT\.ot 026 SorremA LHG - E r p Cale- KX House faces. E Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20366 Btuh Structure 20775 Btuh Ducts 2266 Btuh Ducts 4681 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 ctm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22633 Btuh Use manufacturer's data n Rate/swing ltiplier Equipment load 0.97 24794 BtuhInfiltrationsenmusible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4048 Btuh Ducts 971 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) BtuhArea (ft2) 2117 2117 Equipment latent load 5019 Volume (ft3) 19452 19452 Air changes/hour. 0.41 0.21 Equipment Total Load (Sen+Lat) 29813 Btuh Equiv. AVF (cfm) 133 68 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6A0C36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47-F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 32 OF Calculations approved by ACCA to meet all requirements of Manual J 0 Ed. wrlghtsol't' 2018-Jar01 112725 RigtFSuteOUriversal 2018 18.0.08 RSU16877 Page 1 Skop\TEMP PRNT\.ot 026 SorremA LHG - E r p Cale- KX House faces. E wrightsoft• Right -JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cont W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web. wmvOreStopCoolirg oom License: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name Endre House PWDR 2 Exposed wall 2535 R 12.0 N 3 Room height 92 II d 93 R heat6000l 4 Robm dimensions 45 x 75 4 5 Room area 2117.3 1F 33.8 IP Ty Construction U -value Or HTM Area (W) Load Area OF) Load number BWhV-19 Btirh4n or perimeter (Iq Btuh) or perimeter (1t) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 VI! 1213-09N OD97 n 2.53 2.82 243 224 567 631 0 0 0 0 4A5-2om 0550 n 1435 13.41 15 0 215 201 0 0 0 0 485-2hn 0.540 n 14.09 13.67 4 0 56 55 0 0 0 0 13A-4ocs 0.143 n 3.73 2.90 512 489 1823 1415 70 66 245 190 11 4A5.2om 0.550 n 1435 13.41 15 0 215 201 0 0 0 0 4B5 -2(m 0.540 n 14.09 13.67 8 0 113 109 4 0 56 55 12B -09N 0.097 a 253 2.82 270 243 615 685 0 0 0 0 4A5-2om 0550 8 14.35 27.44 15 0 215 412 0 0 0 0 4B5-2hn 0540 a 14.09 29.62 12 0 169 355 0 0 0 0 t 13A-4ocs 0.143 a 3.73 2.90 93 69 258 200 42 42 156 121 D 11DO 0390 a 10.18 1227 24 24 244 294 0 0 0 0 W 1213-09w 0.097 s 2.53 2.82 243 243 615 685 0 0 0 0 I613A-4ors 0.143 s 3.73 2.90 414 369 1377 1068 0 0 0 0 C 4A5.2om 0550 s 1435 13.94 45 24 646 627 0 0 0 0 I612B-0sw 0.097 w 253 2.82 270 255 646 719 0 0 0 0 C 485-21m 0550 w 1435 27.44 15 0 215 412 0 0 0 0 1q/ 13A-4ocs 0.143 w 3.73 2.90 279 185 690 5360 0 0 0 ft 4A5.2om 0550 w 14.35 27.44 30 0 431 823 0 0 0 0 I{ 4A5-2omd 05M w 15.14 34.69 64 0 969 2220 0 0 0 0 PLD 12C-09N 11DO 0.091 0390 n 238 Mitt 151 1227 284 21 263 21 625 210 396 253 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 1517 1517 1267 2668 0 0 0 0 F _ 19C-19cscp 0A49 0.44 031 194 194 86 60 0 0 0 0 F 22A -torn 1.180 30.80 0.00 1324 140 4296 0 34 12 370 0 6 c) AED excursion 606 14 Envelope loss(gain 16565 15632 828 352 12 a) Infiltration 3802 1373 183 66 b) Room ventilation 0 0 0 0 13 hwrk l gains Occupants @ 230 9 2070 0 0 Applianoesiother 1700 0 Subtotal Pines 6 I 13) 1 20366 20775 1010 418 Less eAemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 865 388 14 Subtotal 20366 20775 1875 806 15 Dud loads 11% 230% 2266 4681 11% 23% 209 182 Total room load 22633 25456 2083 9% Air required (dm) 0 1160 0 45 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wrlightsott- 2018-Jam31112725 c Riga-Suta®Uriversal2018 18.0.08 RSU16877 Page 1 swop\TEMP PRVTMo1026 SorreftA LHG - Enp Cale - MR House taces: E wrightsoft• Right -J® Worksheet Entine House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park FL 32792 Phore• (407) 629 - 6920 Fax: (407) 629.9307 Web: wewaOreStopCoolirg com Licerse. CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09.06-2017 By. LF/RI/BP/AT 1 Room name STC1 LNDY 2 Exposed wall 17.0 4 0 4 3 Room height 9.3 4 heatAcool 9.3 It heatkool 4 Room dimensions 4,5 x 17.0 4 6.0 x 7S 4 5 Room area 76.5 W 45.0 W Ty Constru Load number BWhA *9 BluhAn or perimeetter (4) B ) oriperimeter (4) Btuh) Heat Cool Gross NrPS Heat Cool Grass NrP/S Heat Cool 6 VN 12B-0 0.097 n 2S3 2.82 0 0 0 0 0 0 0 0 4A5-2om OS50 n 14.35 13.41 0 0 0 0 0 0 0 0 4B5-2tm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 3.73 2.90 158 154 575 446 0 0 0 0 11 4A5-2om OS50 n 1435 13.41 0 0 0 0 0 0 0 0 485-21m O-540 n 14.09 13.67 4 0 56 55 0 0 0 0 y/ 128-0sw 0.097 a 2.53 282 0 0 0 0 0 0 0 0 4A5-2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 4B5 -2(m O.540 a 14.09 29.62 0 0 0 0 0 0 0 0 VerL. 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 Do 0390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B -09N 0.097 s 2.53 282 0 0 0 0 0 0 0 0 V/ 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 L -C 4A5-2om OS50 s 14.35 13.94 0 0 0 0 0 0 0 0 t 12B -09w 0.097 w 253 2.82 0 0 0 0 0 0 0 0 C 4B5-2fm 0550 w 1435 27.44 0 0 0 0 0 0 0 0 13A-4oCS 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1435 27.44 0 0 0 0 0 0 0 0 4A5.2omd OS80 w 15.14 34.69 0 0 0 0 0 0 0 0 P 12C-09er 0.091 238 151 0 0 0 0 56 35 83 53 11 DO 0.390 n 10.18 1227 0 0 0 0 21 21 210 253 C 168.30ad 0.032 084 1.76 0 0 0 0 0 0 0 0 F 19G19csoa 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-lom 1.180 3080 0.00 77 17 524 0 45 0 0 0 6 c) AED excursion 20 27 Envelope lossbain 1155 481 294 280 12 a) Infiltration 259 93 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 1414 575 294 780 Less eAsmal bad 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 1414 575 284 182 14 Subtotal 00 578 1 15 Dud loads 11°/- 23% 0 0 t1°/- 23% 64 217 F1Total room load 0 0 1 642 1178 Air required (dm) 0 0 1 0 U. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r• w_rlgFrtsoYt- 2018Jarr31 112725 Rigt1-Sute®Uersal20t8 18.0.08 RSU16877 Page 2m. sloop\TEMP PRKMot 026 SorrertoA LHG - Ei1p Cale -KO Houselaces: E wrightsoft" Right -JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou L W ireer Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629.9307 Web: wwwOreStopCoolirg com Licerse: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name Krr DINE 2 Exposed wall 105 4 95 R 3 Room height 9.3 it heaV=l 93 it heatkool 4 Room dimensions 14.0 x 105 R 1.0 x 147D it 5 Room area 147.0 W 147.0 IP Ty on Load Load tubernumber BbjWc BtuhAP) or perimeterter (it) BWh) or ter (R) BGWh) Heat Cool Gross NiP/S Heat Cod Gross NAS Heat Cool 6 12B -09N OD97 n 2.53 282 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 14.35 13.41 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 13A -docs 0.143 n 3.73 290 0 0 0 0 0 0 0 0 11 4A5.2om 0550 n 14.35 13.41 0 0 0 0 0 0 0 0 1- 485.21n 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 V 1 2B -09v OD97 a 253 282 0 0 0 0 0 0 0 0 C' 4A5 -tom 05 50 a 14.35 27.44 0 0 0 0 0 0 0 0 I 4B5.21n 0S40 a 14.09 29.62 0 0 0 0 0 0 0 0 v 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 W 12B-OsNr 0.097 s 2.53 282 0 0 0 0 0 0 0 0 Y 13A-4ocs 0.143 s 3.73 290 98 98 364 263 88 73 274 212 tel' G 4A5.2om 0.550 s 14.35 1394 0 0 0 0 15 8 215 209 YL 12B -09n 0.097 w 2.53 282 0 0 0 0 0 0 0 0 I --G6 4BS21m 0550 w 14.35 27.44 0 0 0 0 0 0 0 0 1q! 13A-4ocs 0.143 w 3.73 290 0 0 0 0 0 0 0 0 4AS2om 0550 w 1435 27.44 0 0 0 0 0 0 0 0 I C 4A5.2omd 0.580 w 15.14 34.69 0 0 0 0 0 0 0 0 P LD 12C-0sw 11 DO 0.091 0390 n 2.38 10.18 151 1227 130 0 130 0 309 0 196 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 084 1.76 0 0 0 0 56 56 47 98 F 19C-19arP 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-lpm 1.180 30.80 0.00 147 11 323 0 147 10 293 0 6 c) AED excursion 58 7 Envelope lossfon 997 421 828 513 12 a) hilMon 160 58 145 52 b) Room ventilabon 0 0 0 0 13 Inlemal gains Occupants @ 230 0 0 0 0 Apphancesuother 1200 0 Subtotal pines 6 to 13) 1157 1679 973 565 Less extemalload 0 0 0 0 Lessbansfer 0 0 0 0 Redistribution 63 40 113 73 14 Subtotal 1220 1719 1086 638 15 Duct loads 11%- 231/6 136 387 11"x, 239/6 121 144 Total room load 1 1356 2107 1207 782 Air required (dm) 0 96 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F1+-wr1-y& is . - 2018-Jan31 112725 AI5- " ^ " "- --- RiglvSute®Uriversal 2018 18.0.08 RSU16877 Page 3 sldop\TEMP PRINN of 026 SorrersoA LHG - E rup Calc - KA House faces: E wrightsoft" Right -J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cont. Wirler Park, R. 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCoolirg.com Lwense: CA0032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name GRT MEED 2 Exposed wall 325 4 395 ft 3 Room height 9.3 4 heat/cool 9.3 11 heat/cool 4 Rdbm dimensions 1.0 x 2815 R 14.5 x 175 4 5 Room area 2815 IP 25311 IP Ty Construction U -value Or HTM Area (W) Load Area (Its Load number BwFvIP-°F) Btuh" or perimeter (R) BWh) or perimeter (f) Btuh) Heat Cool Gross NuP/S Heat Cool Gross NrP/S Heat Cool 6 12B -09w 0A97 n 253 2.82 0 0 0 0 0 0 0 0 II --- Cf 4A5 -20m 0550 n 14115 13.41 0 0 0 0 0 0 0 0 4B5.21m 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-40ts 0.143 n 3.73 2.90 0 0 0 0 163 148 551 428 11 4A5.2om 0550 n 14.35 13.41 0 0 0 0 15 0 215 201 485-21m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 y/ 12B-0sw 0.097 a 253 2.82 0 0 0 0 0 0 0 0 1 4A5-2om 0550 a 14.35 27.44 0 0 0 0 0 0 0 0 I=' 485-2hn 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 1100 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B409w 0A97 s 2.53 2.82 0 0 0 0 0 0 0 0 yl 13A -docs 0.143 s 3.73 2.90 158 128 478 371 70 70 260 202 Y ---G 4A5-2om OS50 s 1435 13.94 30 16 431 418 0 0 0 0 Vy 12B-0sw 0.097 w 253 2.82 0 0 0 0 0 0 0 0 I -G 485-21n 0550 w 1435 27.44 0 0 0 0 0 0 0 0 1q/ 13A-40CS 0.143 w 3.73 2.90 144 80 299 232 135 105 391 304 4A5.2om 0550w 1435 27.44 0 0 0 0 30 0 431 823 r. GC 4A5-2omd 0580 w 15.14 34.69 64 0 969 2220 0 0 0 0 P LD 12C-Osw 0.091 2.38 151 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 282 282 235 495 254 254 212 446 F 19c-19oscp OD49 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Oom 1.180 30.80 0.00 282 33 1001 0 254 40 1217 0 6 c) AED excursion 540 201 Envelope bssrgain 3413 4276 3278 2605 12 a) Infiltration 495 179 601 217 b) Room ventilabon 0 0 0 0 13 Intemalgains: 0 -pants@ 230 0 0 2 460 Appliancesbther 0 0 Sublolal Pines to 13) 3907 4454 3879 3282 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3907 4454 3879 3282 15 DUCloads 1 11% 23% 435 1004 11% 23% 432 740 Total room load 4342 5458 4310 4022 Air required (dm) 0 249 0 183 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr`gti4=- 2018-Jam31112725 Righ-Sute®Uriversal 2018 18.0.08 RSU16877 Page 4 sMop1TEMP PANT Lot 026 SorrertoA LHG - Enp Calc - KS House laoess E wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court W irter Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629.9307 Web, wAw0reStopCoolugmm Liceree: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06.2017 By- LF/RI/BP/AT Room name Mr01 METH 2 Exposed vyell 0 It 13.0 It 3 Room height 93 it heaUmol 93 It heaftol 4 Room dimensions 35 x 6.0 ft 65 x 13D It 5 Room area 21.0 F 845 IF Ty Construction U -value Or HTM Area (IF) Load Area (fir) Load number BbuhW-n BbuI1AP) or perimeter (tt) Btuh) or perimeter (R) Bbuh) Heat cod Gross NuP/S Heat Cod Gross NAS Heal Cool 6 128-0sw 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4AS-20m 0550 n 14.35 13.41 0 0 0 0 0 0 0 0 485.2hn 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n3.73 2.90 0 0 0 0 121 121 451 350 11 4AS2om 0550 n 1435 13.41 0 0 0 0 0 0 0 0 4B5.21n 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 y/ 128-09w OD97 a 253 2.82 0 0 0 0 0 0 0 0 E -f4AS2om 0.5% a 1435 27.44 0 0 0 0 0 0 0 0 IL' 4B5-2hn 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 t 13A-4ocs 0.143 a 3.73 2-% 0 0 0 0 0 0 0 0 D 11DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B-Osu 0A97 s 2S3 2.82 0 0 0 0 0 0 0 0 Y-6 13A -cors 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 Y(' 4A5-2om 0550 5 14.35 13.94 0 0 0 0 0 0 0 0 12B -09v 0.097 w 2S3 2.82 0 0 0 0 0 0 0 0 faT-6 4B5 -26n 0550 w 1435 27.44 0 0 0 0 0 0 0 0 Vj! 13A-4ocs 0.143 w a73 2.90 0 0 0 0 0 0 0 0 L---- GG 4A5.2om 05% w 14.35 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0580 w 15.14 34.69 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 151 0 0 0 0 0 0 0 0 I --D 11DO 0.390 n late 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 21 21 18 37 68 68 57 120 F 19C-19cscp OD49 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 21 0 0 0 85 13 400 0 6 c) AED excursion 1 18 Ernelope loss/gain 18 36 909 452 12 a) Infiltabon 0 0 198 71 b) Room ventilation 0 0 0 0 13 Intemalgarts: Oavpants@ 230 0 0 0 0 Appliancesblher 0 0 Subtotal pines 6 to 13) 18 36 1106 524 Law wdemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 749 314 14 Subtotal 18 36 1855 838 15 Ductloads 11% 23% 2 8 11% 2391, 206 189 Total room load 19 44 2062 1027 Air required (dm) 0 2 1 0 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoT!- Riglt-Sute® U2018- Jan31 112725riversal201818.0.08 RSU/6877 Page 5 sldop\TEMP PRNM01026 SorrertoA LHG - Enp Calc.KW Hoiae hoes E wrightsoft• Right -JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg com Ucerse: CAG032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT Room name MWIC H 2 Exposed wall 0 ft 55 ft 3 Room height 9.3 ft heaVtool 9.3 R heaV000l 4 Robm dimensions t.0 x 602 ft 1.0 x 172.9 4 5 Room area 603 w 172.9 IF Ty Construction U -value Or HTM Area P12) Load Area (It) Load number BWh4R-'F BtuhMn or perimeter (ft) BWh) or perimeter (ft) BWh) Heat Cool Gross NrP/S Heat Cool Gross NrP/S Heat Cool 6 12B-0sw OD97 n 2.53 2.62 0 0 0 0 0 0 0 0 4A5 tom 0550 n 14.35 13 41 0 0 0 0 0 0 0 0 4B5-2bn 0540 n 14.09 1367 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 3.73 230 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 n 1435 13.41 0 0 0 0 0 0 0 0 485-21m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 yI 12B-O%V 0.097 a 253 2.82 0 0 0 0 0 0 0 0 l 4AS2om 0550 a 14.35 27.44 0 0 0 0 0 0 0 0 I=' 485-21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A -flocs 0.143 a 3.73 230 0 0 0 0 51 27 101 79 t -D 11 DO 0390 a 10.18 1227 0 0 0 0 24 24 244 294 W 1213-09m 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 VjJ 13A-40CS 0.143 s 3.73 230 0 0 0 0 0 0 0 0 G 4A5.2om 0550 s 14.35 1334 0 0 0 0 0 0 0 0 yI 1213-09N0.097 w 253 2,82 0 0 0 0 0 0 0 0 L-6 485-21m 0550 w 14.35 27.44 0 0 0 0 0 0 0 0 VjJ 13A-40GS 0.143 w 3.73 230 0 0 0 0 0 0 0 0 C 4A5.2om 0550w 14,35 27.44 0 0 0 0 0 0 0 0 LL.--C, 4A5.2omd OS80 w 15.14 34.69 0 0 0 0 0 0 0 0 R 12C -09w 0.091 2.38 151 0 0 0 0 98 98 232 147 I- 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 43 43 36 76 0 0 0 0 F 19Cr19csg1 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A -torn 1.180 30.80 0.00 61 0 0 0 173 6 169 0 6 c) AED excursion 3 18 Erloelope lossrgain 36 74 747 502 12 a) Infiltration 0 0 84 30 b) Room ventilation 0 0 0 0 13 hurnal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (tides 6 to 13) 136 74 831 532 Less extemal load 0 0 0 0 Lesslrarder 0 0 0 0 Redistribution 171 109 831 532 14 Subtotal 207 183 0 0 Dud loads 1 11% 230/6 23 41 11% 23% 0 0 r Total room load I 230 224 0 0 Air required (dm) I 0 10 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I.- wrp 1-!' ott- 2018-Jan31 112725 At& "= Right-Sute®Unversal201818.0.08RSU76877 Page sldop\TEMP PROfUot 026 Sorrer$oA LHG - Eicp Calc. KW Horse laces: E wrightsofr Right -J® Worksheet Entine House One Stop Cooling and Heating 7225 Sardscove Gout Wider Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629.9307 Web: wwwOreStopCoolingxom License: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name BED2 BEDS 2 Exposed Hall 25.0 R 25.0 R 3 Room height 9.0 ft heaUtod 9.0 R heatt000l 4 Room dimensons 13S x 115 R 1.0 x 164.0 R 5 Room area 1553 IF 164.0 W Ty CConstrudion U -value Or HTM Area OF) Load Area (R) Load number BWhML+) BbjhNM or perimeter (11) Bluh) a perimeter (ft) BWh) Heat cool Gross NAS Heat Cod Gross NAS Heat Cool 6 12B•09w 0.097 n 253 282 0 0 U 0 6 0 0 0 4A5-2om 0550 n 14.35 13.41 0 0 0 0 0 0 0 0 4B5 -21m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 F-G 4A5-2om 0550 n 1435 13A1 0 0 0 0 0 0 0 0 I 4B5-2bn O -W n 14.09 13.67 0 0 0 0 0 0 0 0 yI 12B -09w 0.097 a 253 282 0 0 0 0 99 84 213 237 I- G 4A5-2om 0550 a 1435 27.44 0 0 0 0 15 0 215 412 L 485-2f n 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B -0s v 0.097 s 2.53 2.82 104 104 262 292 126 126 319 355 Vjl 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 L-{' 4A5-2om 0.550 s 1435 13.94 0 0 0 0 0 0 0 0 y/ 121340w0.097 w 253 282 122 107 270 300 0 0 0 0 c G 485.21m 0550 w 1435 27.44 15 0 215 412 0 0 0 0 y! 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 I-- G 4A5-2om 0550 w 1435 27.44 0 0 0 0 0 0 0 0 G 4A5-2omd 0580 w 15.14 34.69 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.38 151 0 0 0 0 0 0 0 0 l -z 11DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168•30ad 0.032 084 1.76 155 155 130 273 164 164 137 288 F 19C-19cscp 0A49 0.44 031 0 0 0 0 99 99 44 31 F 22A-lom 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 119 22 Envelope lossfon 877 1395 928 1345 12 a) Infiltration 368 133 368 133 b) Room ventilabon 0 0 0 0 13 Kemal gains Occupants @ 230 1 230 1 230 Apptianoesbther 01 0 Subbial (lines 6 to 13) 1 1245 1758 1296 1708 Less wdemal load 0 0 0 0 Lesstrander 0 0 0 0 Redistribution 0 0 0 0 14 Subtolal 1245 1758 1296 1708 15 Duct loads 11% 231/ 139 396 11% 23% 144 385 Total room load 1383 2154 1 1440 2093 Air required (dm) I 1 0 98 0 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 91-wr`gFrtsoft 2018-Jan31112725 AMcM "' Righ•Sulte®Unversal 2018 18.0.08 RSU16877 Page 7 P\TEMP PRKMI-ot026 SorrenoA LHG • E rtp Cale -MA Hose laces: E wrightsoft' Right -JO Worksheet Entine House One Stop Cooling and Heating 7225 Sardscove Cont, W ircer Park FL 32792 Phore: (407) 629.6920 Fax (407) 629.9307 Web: wwwOreStopCoolirg com License: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name T012 BED4 2 Exposed Hell 75 4 245 It 3 Room height 91) ft heattool 9.0 ft heaftol 4 Rdom dimensions 6.0 x 6A ft 1 A x 137D ft 5 Room area 36D 1F 137.0 IF Ty Construction U -value Or HTM Area (Itx) toad Area (112) Load number Btuh4F-19 Btuh" or perimeter (II) Bluh) or perimeter (4) Bluh) Heat Cod Gross NWP/S Heat Cool Gross NP5 Heat Cod 61q/ 12B-0sw 0.097 n 253 2.62 0 0 0 0 104 89 224 249 I 4A5-2om 0550 n 1435 13.41 0 0 0 0 15 0 215 201 4B5.2tm 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 gyp/ 13A-40cs 0.143n 3.73 2.90 0 0 0 0 0 0 0 0 11 I --s 4A5.2om 0550 n 1435 13AI 0 0 0 0 0 0 0 0 I -G 4B5-2hn 0.540 n 14M 13.67 0 0 0 0 0 0 0 0 yyll 128-09w 0.097 a 2M 2.82 54 48 122 135 117 111 281 313 I --G 4A5.2om 0-9.%a 1435 27.44 0 0 0 0 0 0 0 0 I=i 485-21n 0.540 a 14.09 29.62 6 0 85 178 6 0 85 178 1y 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 D 11 DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B -09N OD97 s 2.53 2.82 14 14 34 38 0 0 0 0 Vjl 13A-4os 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 L --G 4A5.2om 0S50 S 1435 13.94 0 0 0 0 0 0 0 0 YL 128.09w 0.097 w 253 2.82 0 0 0 0 0 0 0 0 L- 6 4B5-2trn 0550 w 1435 27.44 0 0 0 0 0 0 0 0 13A-4os 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1435 27.44 0 0 0 0 0 0 0 0 I-- 4A5-2omd 0580 w 15.14 34.69 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 238 151 0 0 0 0 0 0 0 0 I -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 36 36 30 63 137 137 114 241 F 19C-19scp 0A49 0.44 031 36 36 16 11 22 22 10 7 F 22A -tom 1.180 30.80 OAO 0 0 0 0 0 0 0 0 6 c) AED exoirsion 25 52 Envelope loss/gain 286 450 929 1137 12 a) tilfiltration 110 40 361 130 b) Room ventilation 0 0 0 0 13 Internal gains Oolpants@ 230 0 0 1 230 Applianossbther 0 0 Subtotal (lines 6lo 13) 397 490 1290 1497 Less elaemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 98 536 14 Subtotal 397 490 1387 2034 15 Dud bads 1 11"/- 23% 44 110 11% 23% 154 458 Total room load 441 601 1542 2492 Air required (dm) 0 27 0 114 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f- 2018-Jan31 112725 RigWSute®Uriversal 2018 18.0.08 RSU16877 Page 8 staop\TEMP PRINMot 026 SorrerloA LHG - Eitp Calc -KJ Horse hoes. E wrightsoft• Right -J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cont, Wirier Park FL 32792 Phore• (407) 629 - 6920 Fax, (407) 629 - 9307 Web. wwwOreStopCoolirg com License: CAC032444 Job: Lot 026 Sorrerrto A LHG - E Date: 09.06-2017 By. LF/RI/BP/AT 1 Room name LOFT STC2 2 Exposed wall 12.0 4 155 4 3 Room height 9.0 R heattool 9.0 4 heat4:ool 4 Room dimensions 1.0 x 191.0 4 45 x 11.0 4 5 Room area 191.0 IF 495 W Ty Construction U -value Or HTM Area (tF) Load Area (4) Load number BUih4fLan or perimeter (ft) BWh) or perimeter (4) Bluh) Heat Cool Gross NrP/S Heat Cool Gross NrP/S Heat Cool 6 y! 1213-0sv 0.097 n 253 2.82 0 0 0 0 99 95 241 268 C 4A5.2om 0550 n 14.35 13.41 0 0 0 0 0 0 0 0 4B5.2fm 0540 n 14.09 13.67 0 0 0 0 4 0 56 55 Vjl 13A-4ots 0.143n 3.73 2.90 0 0 0 0 0 0 0 0 11 T=2 4A5.2om 0550n 14.35 13.41 0 0 0 0 0 0 0 0 4B5.21n 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 yl 12B-0sv 0.097 a 253 2.82 0 0 0 0 0 0 0 0 C 4A5-2om 0550 a 14.35 27.44 0 0 0 0 0 0 0 0 G 485.21n 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 y/ f 13A -flocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 D 11 DO 0.390 a 10.18 1227 0 0 0 0 0 0 0 0 W 128-0sv 0.097 s 2.53 282 0 0 0 0 0 0 0 0 1y 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 I--G4A5.2om 0550 s 14.35 13.94 0 0 0 0 0 0 0 0 y/ 12B -09v 0.097 w 253 2.82 108 108 273 304 41 41 103 114 I --Ci 485.21m 0550 w 1435 27.44 0 0 0 0 0 0 0 0 13A4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 w 14.35 27.44 0 0 0 0 0 0 0 0 4AS2omd 0580 w 15.14 34.69 0 0 0 0 0 0 0 0 P 12C-0sv 0.091 2.38 151 0 0 0 0 0 0 0 0 LD 1100 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 191 191 160 336 50 50 41 87 F 19C-19csoa 0.049 0.44 0.31 3 3 1 1 0 0 0 0 F 22A -torn 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 23 20 Envelope lossigain 434 618 441 503 12 a) Nitration 177 64 228 82 b) Room ventilation 0 0 0 0 13 Internal gains O=pants@ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines6 to 13) 611 681 669 586 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 764 1118 669 586 14 Subtotal 1375 1799 0 0 15 Duct loads III%j 231/6 153 405 11% 23% 0 0 Total room bad 1528 2205 0 0 Air required (dm) 0 100 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L sole- 2018Jan31 112725 Act '"^"' Righ-SUteSUri"rsal 20l8 18.0.08 RSU16877 Page 9 swop\TEMP PRINi\Lo1026 SorrerioA LHG - E.rrp Calc. KM Horse laces: E wrightsoffe Right -J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winer Park, FL 32792 Phore. (407) 629 - 6920 Fax* (407) 629.9307 Web: wwwOreStopCoolug corn License: CAC032444 Job: Lot 026 Sorrerdo A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name 2 Exposed well 0 4 45 4 3 Room height 9.0 4 heattool 9.0 4 heabt:ool 4 Room dimensions 25 x 3.0 4 45 x 4S R 5 Room area 7.5 f1 20.3 V Ty Construction U -value Or HTM Area (4P) Load Area (11) Load number BtuWIq B or perimeter (4) Bb1h) or perimeter (4) Btuh) Heat Cod Gross NrP/S Heat Cool Gross NWP/S Heat Cod 6 VN 12B -09N 0.097 n 2.53 2.82 0 0 0 0 41 41 103 114 4A5.2om OS50 n 1435 13.41 0 0 0 0 0 0 0 0 II ---GG 4B5-2lm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 05W n 14.35 13.41 0 0 0 0 0 0 0 0 I -G 485.21n 0S40 n 14.09 13.67 0 0 0 0 0 0 0 0 12B-Osw 0A97 a 253 2.32 0 0 0 0 0 0 0 0 4A5 -20m 0550 a 14.35 27,44 0 0 0 0 0 0 0 0 48S2trn 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 yJ 3A-4os 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 D 11 DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0 W 12B-Osm 0.097 s 2.53 282 0 0 0 0 0 0 0 0 yJ 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 YC' 4A5 -20m 0550 5 14.35 13.94 0 0 0 0_ 0 0_ 0 0 y 12B-09N 0.097 w 2S3 2.82 0 0 0 0 0 0 0 0L.G 4B5 -21m 0550 w 1435 27.44 0 0 0 0 0 0 0 0 13A -flocs 0.143 w 3,73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 w 1435 27.44 0 0 0 0 0 0 0 0 t___t, 4AS2omd 05W w 15.14 34.69 0 0 0 0 0 0 0 0 P 12C -09w 0.091 2.38 151 0 0 0 0 0 0 0 0 1n 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 8 8 6 13 20 20 17 36 F 19C-19tscp 0.049 0.44 0.31 8 8 3 2 0 0 0 0 F 22A-IDm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 36 Envelope loss/gain 10 15 119 113 12 a) Infiltration 0 0 66 24 b) Room ventilabon 0 0 0 0 13 Internal gains Ooarpants@ 230 0 0 4 920 Appliances/other 0 0 Sublotal (fines 6 to 13) 10 15 186 1057 Low external load 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 10 15 186 1057 14 Subtotal 0 0 0 0 15 Duo loads 1 11% 231/0 0 0 11% 23% 0 0 Total room bad 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jarti3/ 112725 Righ-Sute®Uriversal 2018 18.0.08 RSU16877 Page 10 4dop\TEMP PRKMot 026 SorrertoA LNG - Enp Calc- Kill House laoss: E b- wrightsoft• Right -JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirter Park FL 32792 PFore• (407) 629.6920 Fax: (407) 629 - 9307 Web: wAwOreStopCoolirgcom License: CAC032444 Job: Lot 026 Sorrento A LHG - E Date: 09-06-2017 By. LF/RI/BP/AT 1 Room name BTH2 2 Exposed wall 0 R 3 Room height 9D It healkool 4 Room dimensions 6D x 55 R 5 Room area 33D W Ty Construction U -value Or HTM Area (b?) Load Area Load number BUMP -'F) Bb1h4P) or perimeter (ft) BWh) or perimeter Heat Cool Gross NrP/S Heal Cod Gross NrP/S Heat Cool 6 Vj1 1213-09w OL97 n 2.53 2.82 0 0 0 0 4A5-2om 0550 n 14.35 13.41 0 0 0 0 4BS-2im 0.540 n 14.09 13.67 0 0 0 0 0.143 n 3.73 2.90 0 0 0 0 1. 13A-4om 11 4A5-2om 0550 n 14.35 13.41 0 0 0 0 4B5-2lm 0.540 n 14.09 13.67 0 0 0 0 1213-09w 0.097 a 2 2.82 0 0 0 0 4A5-2om 05 50 a 153 4.35 27.44 0 0 0 0 4BS-2(m 0.540 a 14.09 29.62 0 0 0 0 I 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 D 11 Do 0390 a 10.18 1227 0 0 0 0 W 12B -09w 0.097 s 2.53 2.82 0 0 0 0 y 13A -flocs 0.143 s 3,73 2.90 0 0 0 0 C 4A5-2om 0550 s 14.35 13.94 0 0 0 0 vy 12sasw OD97 w 253 2.62 0 0 0 0 C Q5 -21n 0550 w 1435 27.44 0 0 0 0 13A -flocs 0.143 w 3,73 2.90 0 0 0 0 I --GT=2 4A5.2om 0550 w 1435 27.44 0 0 0 0 I --G 4A5-2omd 0580 w 15.14 34.69 0 0 0 0 R 12C-0sw 0.091 2.38 151 0 0 0 0 I --D 11 DO 0390 n 10.18 1227 0 0 0 0 C 168-30ad 0.032 0.84 1.76 33 33 28 58 F 19C-19cscp 0.049 0.44 0.31 27 27 12 8 F 22A -tom 1.180 30.80 0.00 0 0 0 0 6 c) AED excursion 2 En%elope loss/gain 40 64 12 a) Infilbabon 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Applencesrdher 0 Subtotal pines 6 to 13) 40 64 Less external load 0 0 L.esstranster 0 0 Redistribution 3 4 14 Subbtal 42 68 15 Duct loads 11% 239% 5 15 Total room load 47 84 Air required (dm) 0 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201"m31112725 Righl-Sute®Uriversa120t818.0.08 RSUt6877 2018- m31 112725Page 11 sidDp\TEMP PRWT'Lo1026 SorrerfoA LHG. Enp Calc. KS House laces: E Duct System SJob: Lot 026 Sorrento ALHG - E wrightsoft'uci Summary Date: 09.06-2017 Entire House By. LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove CotrL Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web- ww&0reStopCoolirg com License: CAC032444 For: Park Square Homes 3860 Salt marsh Loop, Sanford, FL External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.151 in/100ft 0 cfm 226 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.151 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mata Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2154 0 98 0.225 6.0 Ox 0 VIFx 26.1 125.0 st4 BEDS c 2093 0 95 0.214 6.0 Oxo VIFx 24.1 135.0 st4 BED4 c 2492 0 114 0.233 6.0 Oxo VIFx 25.7 120.0 st4 8TH2 c 84 0 4 0.258 4.0 Ox 0 VIFx 16.7 115.0 st4 DINE c 782 0 36 0.221 5.0 Ox 0 MR 24.1 130.0 st2 GRT c 5458 0 249 0.203 8.0 Ox 0 MR 32.5 135.0 st2 Krr c 2107 0 96 0.151 7.0 Ox 0 MR 60.5 165.0 st3 LNDY c 1178 0 54 0.160 5.0 Ox 0 VIFx 52.5 160.0 st3 LOFT -A c 2205 0 100 0.240 6.0 Ox 0 MR 21.6 120.0 st4 MBED c 4022 0 183 0.177 8.0 0x0 VIFx 47.2 145.0 st2 MBTM c 1027 0 47 0.183 5.0 Ox 0 VIFx 45.5 140.0 st2 Wrol c 44 0 2 0.193 4.0 Ox 0 VIFx 36.6 140.0 st2 MWIC-A c 224 0 10 0.190 4.0 Oxo VIFx 34.0 145.0 st2 PWDR c 988 0 45 0.156 5.0 Oxo VIFx 58.0 160.0 st3 Top c 601 0 27 0.229 4.0 Ox 0 MR 23.3 125.0 st4 wrightsoR• Righ}Srite®Uriversa12018 18.0.08 RSU16877 ACC;k-sidoWEMP PRINT1Lot 026 SorrertoA LHG - Enp Cale =" Florae faces: E 2018Jan31 112726 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type dm) dm) FR fpm) in) in) Material Trunk S13 PeakAVF 0 195 0.151 441 9.0 0 x 0 unIFIX st2 SO PeakAVF 0 1160 0.151 656 18.0 0 x 0 VinlFlx W PeakAVF 0 721 0.151 675 14.0 0 x 0 VnIFIX SO st4 PeakAVF 0 439 0.214 559 12.0 0 x 0 VinlFlx sit wrightsoR• Righ}Srite®Uriversa12018 18.0.08 RSU16877 ACC;k-sidoWEMP PRINT1Lot 026 SorrertoA LHG - Enp Cale =" Florae faces: E 2018Jan31 112726 Page 1 Return Branch Detail Table wrightsoft' 2018-Jan31 112726 RigtFSW99 Uriversal 2018 18.0.08 RSU16877 Page 2 ACCA .-s,4op\TEMP PRWT\Lo1026 SorrersDA LHG • EiLp Calc." Home laces E Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Mab Trunk W 0x0 0 117 0 0 0 0 Ox 0 VIFx rb1 Ox 0 0 1043 0 0 0 0 Ox 0 VIFx wrightsoft' 2018-Jan31 112726 RigtFSW99 Uriversal 2018 18.0.08 RSU16877 Page 2 ACCA .-s,4op\TEMP PRWT\Lo1026 SorrersDA LHG • EiLp Calc." Home laces E Static Pressure and Friction Rate Job: Lo1026 Sorrento ALHG - E wrightsoft' Date: 09-06-2017 Entire House By. LF/RI/BP/AT One Stop Cooling and Heating 7225 Sardscove Court W irter Park FL 32792 Pture: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOrueStopCoolirg.com License: CAC0324" For: Park Square Homes 3860 Salt marsh Loop, Sanford, FL Available static pressure 0.34 0.34 Heating Cooling in/100ft) in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses 47 0 coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Heating supply Return in/100ft) ft) ft) Measured length of run -out 14 0 Measured length of trunk 47 0 Equivalent length of fittings 165 0 Total length 226 0 Total effective length 226 Heating Cooling in/100ft) in/100ft) Supply Ducts 0.151 OK 0.151 OK Return Ducts 0.151 OK 0.151 OK Fitting Equivalent LengthDetails supply 4X=35,11 A=20,11 G=5,11 G=5,11 A=20, 11 G--5,11 G=5,11 G--5,11 M=20,11 G=5,11 G=5,1 A--35: Total EL=165 Return TotalEL=O ti Ak wrightsoft• 2018-Jarr31 112726 Right-Sute®Uriversal 201818.008RSU76877 Pagel A+CIlk .-slaop\TEMP PRINT\Lot 026 SorrertoA LHG - E.rtp Calc - MR House taoes: E DV VFW Level 1 10X6 52 cfm Job #: Lot 026 Sorrento A LHG - E Performed by LF/RI/BP/AT for: Park Square Homes Sanford, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCoof ng .com Scale:1 :58 Page 1 Comfort Budder by Wrightsoft 18.0.07 RSU30040 2018,1an,30 09:37:15 Level 2 Sup Riser 14" Job #: Lot 026 Sorrento A LHG - E Performed by LF/RI/BP/AT for: Park Square homes Sanford, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCoof ng .00m SUPPLY FLEX DIRECT TO AH U DAMPER 1-12" DAMPER 2=14" BYPASS -12" Scale:1 :58 Page 2 Comfort Bulder by Wrightsoft 18.0.07 RSu30040 2018 -Jan -30 09:37:15 lUk-. S e-AAIEC J v 0 " Ple a 3ffn Vc P'lUII)DIt1 , 1w;. N A, 3,e,, W RECORD COPY ZAo FZoo(V r' KI e k Ynom, r' " •. . 1 h pill, 34 dvy ti eWco, Z h S44 F ti v o bRo n14Ei 18-1138 bk, RECORD COPY DESCRIPTION AS FURNISHED: Lot 26 , WYNDHAM .PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Hoines,'Word & Woodman, PA; Attorneys' Title 1z Insurance Fund; Bank of America rAJZON; DATE Ok to construct single family home with setbacks and impervious area shown on plan. (49. y % z r"p. ry9a Z0?'8 SDY-Cenio - 16%, 6tL LOT 27 SETBACKS AS FURNISHED FRONT 25'(•) REAR 20' SIDE a 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET - 25' (60' de 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS P NS 5.00' 5.00' tl rn 5.00' BRISSON AVE (R/W VARIES) S 00°19'09" E 40.00' 10' BUFFER, LANDSCAPE, WALL dK SIDEWALK ESMT. i- - - - - --r 29.80' LOT 26 29.80' 5.00' LANAI " 3.0x4.0' AC 15.3' 10' UT L. I v 5' CONC. WALK 04.55' R 44" R= 75.00' L=6.45' C-6.45' CB=S 02.46'56" E PER DRAINAGE LA V- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 30.3' LOT 25 NOTE LOT LINE NOT DIMENSIONED ON PLAT. SALTMARSH LOOP 50' PRIVATE ROAD) LEGEND - PROPOSED RESIDENCE 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 TOTAL LOT AREA 2078—SORRENTO—A ON/OFF LOT - TOTAL f SQUARE FEET 2 CAR GARAGE LEFT b O 4031110- 5131 SQUARE FQET FOUNDATION/PAD WALKS 37/ 199= 2361 SQUARE FEET REAR PATIO C110% CIC IO UKEOY RAD. FRONT PORCH DECK O ti 2,430/ 126 - 2,556 A SQUARE FEET POOL DECK NOTE : FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PIANS PROVIDED BY CLIENT NON -RADIAL 2. UNLESS EMBOSSED WON SURVEYOR'S SIGNATURE AND ORIGINAL. RASED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. RCC. RCCOVCRCD h J. THL9 SURVEY WAS PRIPARED FROM TITLE NFORwwm FURNISHED TO THE SURVEYOR THERE NAY BE OTHER RESTRICTIONS P.O.I. m CALL CAL.CUA7ED m P.O.C. COV'D. 11tH PCRMNCNi RCFClKNCC 10NIIMG7T ENTRY NLD RAIL & DISNAILLDISK FF. 5.00' 0. THIS SURVEY IS PREPARED FDR THE SOLE WNETIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. n 5.00' 3A lNl 20.7' 0. OMFi45TON4 SHOWN FOR THE LOGItON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 8OlN61RY LIVES. ESNT. 16 a 25.21' DRIVE WALK DRAIN. DRAINAGEUJIL 25.20' 0. ELEVATIONS, 0' SHOWN, ARE BASED ON WIM94L GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERWISE NOTED. CLrCCLI 10' UT L. I v 5' CONC. WALK 04.55' R 44" R= 75.00' L=6.45' C-6.45' CB=S 02.46'56" E PER DRAINAGE LA V- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 30.3' LOT 25 NOTE LOT LINE NOT DIMENSIONED ON PLAT. SALTMARSH LOOP PLOT PLAN ONLY NOT A SURVEY 1,744 t SQUARE FEET 112 t SQUARE FEET 62 t SQUARE FEET 0 f SQUARE FEET IT FIFI n VFRIFTFn • 0RUSETNME JvTR -SCOTT 50' PRIVATE ROAD) LEGEND - PLOT PLAN AREA CALCULATIONS 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 TOTAL LOT AREA 4,801 t SQUARE I FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET FLATWORK . DRIVE 4031110- 5131 SQUARE FQET FOUNDATION/PAD WALKS 37/ 199= 2361 SQUARE FEET REAR PATIO C110% CIC IO UKEOY RAD. FRONT PORCH DECK SOD 2,430/ 126 - 2,556 A SQUARE FEET POOL DECK NOTE : FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PIANS PROVIDED BY CLIENT NON -RADIAL PLOT PLAN ONLY NOT A SURVEY 1,744 t SQUARE FEET 112 t SQUARE FEET 62 t SQUARE FEET 0 f SQUARE FEET IT FIFI n VFRIFTFn • 0RUSETNME JvTR -SCOTT UG ASSOC, INC. - LAND SI UR VEYORFS' LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PAL POINT ON LINE NOTES: rtP. IR FIELDIRON PIPE IRON ROD TTP. PRGPZZ TYPICALPOINTOr REVERS[ CURVATURE POINT LW COPOIWD CURVATURE 1. THE UNDERSIGNED DOES HEREBY' CVMFY THAT PHLS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BOARD OF CIL C110% CIC IO UKEOY RAD. RADIAL PROFESSIONALSURVEYORS AND MMPW N CHAPTER W-17 FLORIDA ADMNISIRATNE CODE PURSIIWT TO SECTION 472.027, FLORIDA STATUES SCT IR. 12' IR •/RLQ 4596 NR NON -RADIAL 2. UNLESS EMBOSSED WON SURVEYOR'S SIGNATURE AND ORIGINAL. RASED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. RCC. RCCOVCRCD V.P. VITNESS POINT J. THL9 SURVEY WAS PRIPARED FROM TITLE NFORwwm FURNISHED TO THE SURVEYOR THERE NAY BE OTHER RESTRICTIONS P.O.I. DIM Or IMIMIIN6 CALL CAL.CUA7ED OR FASOWENIS IMT AFFECT INS PROPERTY. P.O.C. POINT Or COMMENCEMENT 11tH PCRMNCNi RCFClKNCC 10NIIMG7T 1. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, NLD RAIL & DISNAILLDISK FF. BUILDING ROOT K LINEBUILDINGSCTIACKLING 0. THIS SURVEY IS PREPARED FDR THE SOLE WNETIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. wv RIGHT -Or -VAT 3A lNl ICNCIWIRK 0. OMFi45TON4 SHOWN FOR THE LOGItON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 8OlN61RY LIVES. ESNT. EASCHCHT a RASE KMING 7. MARY= ARE BASED ASSURED 04MM AND ON THE UNE SHOWN AS 84SE BLARING (IM) DRAIN. DRAINAGEUJIL0. ELEVATIONS, 0' SHOWN, ARE BASED ON WIM94L GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERWISE NOTED. CLrCCLI CHAINCHAIN LIME rCNCC • T 9. CEATIFrM OF AVINOAIIATION " 4500. VDFC. • VOID rCNCC C/I CONCRETE ILDCK P.C. • POINT Or CURVATURE P.7. • POINT Or TANGO CT DESA - DESCRIPIIIDH R • RADIUS L . ARC LCNGTH D • DELTA C • CHORD GL CHORD $CARING NORTH THIS BUILDING\PROPERTY DOES NOT UE WITHIN THE ESTABUSHEO 100 YEAR FLOOD PLANE AS PER FIRM' ZONE X. MAP / 1211700090 F (09-28-07) CERmED &Y• T 7 TOM X. CRUSENAI.WR, R.L.S. / 4714 JAMES W. SCOTT, R.LS / 4801 I SCALE I- 1' - 20 --1. 1 DRAWN BY, ••• I PLOT PLAN 02-01-2018 f 191 Ktf-VKU Lurl Filename: PARK SQUARE SORRENTO 2,078SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2 2 1 Lighting Summary Standard 3,527 3,527 I ---------------Optional 4,506 3,527 Ranges & Ovens I Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers )XLDING Dryer No. No? Nameplate Line Neutral s4NFORD 1 1 5000 2 0 OFPARIO` 0 Dryer SummaryStandard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 2 M 1 1 14.0 240 3,360 0 2 M 1 1 2.0 240480 0 2 M. 1 1 5.0 240 1,200 0 2 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 16,800 0 Optional 16,800 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 dame M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25$ of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY ' StandardLi----------------- ne Neutral Total Total = 45,527 13,757 Maximum Amperage = 190 57 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 36,714 13,757 Maximum Amperage = 153 57 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: P2078AC - Park Sq Hms/ Sorrento-AorC 2078 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: P2078AC Model: SORRENJ8 '7> LA rL'4115 Lot/Block: 26 Subdivision: \/YNDHAM PRESERVE 40' Address: 3860 SALTMARSH LOOP 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/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 45 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. 112 Seal# Truss Name Date 1 IT13050504 Al 1/25/18 T13050515 Icl 1/25/18 2 IT13050505 A2 1/25/18 113 IT13050516 C2 1/25/18 3 IT13050506 A3-11/25/181 IT13050517 C3 1/25/18 4 IT13050507 A4 1/25/18 115 IT13050518 CJ 1/25/18 5 IT13050508 A5 1/25/18 116 IT13050519 CJI 1/25/18 6 IT13050509 1131 1/25/18 117 IT13050520 CJ3 1/25/18 7 IT13050510 1132 25/18 118 IT13050521 CJ4 1/25/18 8 IT13050511 1133 1/25/18 19 T13050522 CJ5 1/25/18 19 I T13050512 1134 I 1/25/18 20 I T13050523 I D1 11/25/18 1 110 I T13050513 165 11 /25/18 121 I T13050524 I D2 11/25/18 1 I11 IT13050514166 122 1 T1 3050525 1 D3 11/25/18 1 This item has ( SANFORD ledro Ily signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copieshis docume t are not considered signed and sealed and the signature must be verified on any electronic copies Fp 4a 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: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSIIrPI 1, Chapter 2. January 25,2018 Velez, Joaquin 1 of 2 RE: P2078AC - Park Sq Hms/ Sorrento-AorC 2078 Site Information: Customer Info: PARK SQUARE HMS. Project Name: P2078AC Model: SORRENTO 2078 A or C Lot/Block: 26 Subdivision: WYNDHAM PRESERVE 40' Address: 3860 SALTMARSH LOOP City: SANFORD State: FLORIDA INo. Seal# Truss Name I Date 23 T13050526 E1 1/25/18 24 T13050527 E2 1/25/18 25 IT13050528 IF1 1/25/18 26 IT13050529 JF2 1/25/18 27 IT13050530 JF2A 1/25/18 28 IT13050531 F3 1/25/18 29 IT13050532 F3G 1/25/18 30 IT13050533 F411/25/18 31 IT13050534 F4A 1/25/18 32 T13050535 F5 1/25/18 33 T13050536 JF6 1/25/18 X34 T13050537 I F7 11/25/18 35 T13050538 I FT1 1/25/18 136 T13050539 I FT2 11/25/18 137 IT13050540 I FT3 11/25/18 138 IT13050541 I FT4 11/25/18 39 IT13050542 J311/25/18 40 IT13050543 J7 1/25/18 41 IT13050544 RT 1/25/18 42 IT13050545 KJ2 1/25/18 143 IT13050546 KJ3 1 1/25/18 144 IT13050547 1 KJ7 11/25/18 J 145 IT13050548 I M1 11/25/18 2 of 2 Job Truss Truss TypeOy TC 0.75 TCDL 10.0 Lumber DOL 1.25 Park Sit Hms/ Sorrento-AorC 2078 BCLL 0.0 Rep Stress Inv YES WB 0.34 BCDL 10.0 Code FBC2017/TP12014 Matnx-MS 1p" 713050504 P2078AC Al COMMON 7 1 Mud -Florida Lumber, Banow, FL. 7-11-11 600 1712 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07.42:24 2018 Page 1 04 = Scale - 1:51.3 30 = 4x6 = 3x4 = 40 = 4x1 = 1 10.2-3 I 1&9.13 1 30.D-0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Inv YES WB 0.34 BCDL 10.0 Code FBC2017/TP12014 Matnx-MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/sae) 2=1260/0-8-0.6=1260/0.8.0 Max Holz 2-160(LC 11) Max Upldt 2=235(LC 12), 6=235(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2096/624, 3-4-18931637,4-5---1893/637, 5-6-2096/624 BOT CHORD 2-10=41/1890, 8-10=205/1220, 6-8=455/1821 WEBS 4-8=217/828, "-467/270,4-10=217/828.3-10-467/270 DEFL. in (loc) Uden Ud Ven(LL) -0.35 8-10 >999 240 Ven(CT) -0.50 10.13 >721 180 Holz(CT) 0.06 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 137 Ib FT - 200A BRACING - TOP CHORD Structural wood sheathing direly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. NOTES - 1) Unbalanced roof five bads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vesd=108mph; TCDL=4.2ps1; BCDL=3.0psf, h=15f1; 8=45ft; L=30h; eave=4R; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0• Interior(1) 2-0-010 15.0.0, Exterior(2) 15.0.0 to 18.0-0 zone;C-C for members and forces 6 MIAFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except @=lb) 2=235, 6=235. I{ This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op.any elpctroni c copies. Jt1Iiq iRVelet'PENry{61d2 47f) i,SA;'ll c'nfL Cert 86 6904'h'rki4EakBkdSabt fL•3]610. January 25,2018 WARNING - Verity daslan paramefera and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PAGE WF7477 rev. 1000?015 BEFORE USE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shorn. and is for an individual building component, not a truss system Before use, the budding designer must verdy the applicability of design parameters and property mcorporme this design into the overall budding design. Bracing indicated is to prevent buctding of milmdual truss web and/or chord members only. Additional temporary and permanent bracing is slways required for stability and to prevent cogapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "am&, see ANSI/TPN Quality criteria, DSBa9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy TCLL20.0 Park Sq Hms/ Sorrento-AotC 2078 Plate Grip DOL 1.25 TC 0.50 TCDL ly 713050505 P2078AC A2 HIP 1 1 YES Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42 25 2018 Page 1 ID:LwgEfgAb9YkKlRKdf2TZXPZS7xJ-Yw07gO5ul Wa?vyyZAXBnmM6jgayRrX96gbmgzngy Y7 -0-0I 6-9.4 1 13-0-0 1 17-0-0! 23.2.12 30-0-0 1-00 694 6.2.12 400 6.2 1'2 69.4 1-0-01 Scale = 1.52.1 4xe = 4x4 = 22 23 5 13 12 10 9 1.5x4 II 3x4 = 3x8 = 1.5x4 11 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL20.0 2x4 SP No.2 Plate Grip DOL 1.25 TC 0.50 TCDL 10.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 ' Rep Stress Ina YES WB 0.65 BCDL 10.0 Code FBC2017rrPI2014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. Ib/size) 2-1260/041-0,7-12601041-0 Max Hoa 2=140(LC 11) Max Uplift 2-235(LC 12), 7=235(LC 12) DEFL. in (loc) I/deb Ud PLATES GRIP Ven(LL) -0.10 12 >999 240 MT20 244/190 Ven(CT) -0.21 12-13 >999 180 Hoa(CT) 0.09 7 n/a n/a Weight. 157 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 35-13 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2223/709, 3-4=1610/587. 4-5=1363/585, 5-6=-1611/587, 67-22237709 BOT CHORD 2-13-543/1926.12-13-543/1926,10-12-302/1362, 9-10=552/1925, 7-9=552/1925 WEBS 313=0/288, 312=6521276. 4-12=101/419, 5.10=119/420, 610=-651/276, 69=0/287 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=151F B=45ft. L=30h; eave=oft; Cat. II, Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C -C Exterior(2) -14).0 to 2-0.0, Interior(1) 2-0.0 to 13-0.0. Exterior(2) 130.0 to 17.0-0, Interior(1) 21-2-15 to 31-0.0 zone,C-C for members and forces d MWFRS for reactions shown; Lumber DOL -11.60 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 bads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 360 tall by 2-0.0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except 01=1b) 2=235,7=235. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op.any electronic gpies. loa 1,1t4Vdei P6 IoW818 Mifek=l,SA,'Ipe CeR•6831_ 6904'periki'Es1tBNd Slifit FL_•336100,, January 25,2018 WARMING • Verfly design Parameters and READ NOTES ON THIS AND INCLUDED MTEN REFERENCE PAGE Mf -7473 rev. I&VMIS BEFORE USE. Design valid for use only with MRekm connectors. This design is based only upon parameters shown, and is for an individual buildup componem, not a truss system Before use, the building designer must verdy, the applicability of design parameters and properly mcarporale this design into the overt" building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing rs 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 ANSVrPN Quality Crtiorls, DSB-89 and BCSI Building Component 6904 Parke Fast BNB Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312• Afexandna, VA 22314. Tampa, FL 36810 Job Trusscuss Type 0y Py Park Sq Hms/ Sorrento-AorC 2078 713050506 P207BAC A3 HIP 1 1 all Mid -Florida Lumber, Bartow, FL. 6.130 5 Sep 15 2017 M7ex industries. Inc. 7 nu Jan ZS 07:4Z.Zb ZOIe Yage 1 5-9.4 52.12 4-" 4.0.0 52.12 59.4 Scale - 1:52.1 40 = 30 = 04 = 4 23 5 24 6 14 13 - '• 11 10 3x1 = 7.50 II 3x6 = 40 3x8 = 7.5x4 II 3x4 = LOADING (psf) SPACING- 2-00 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Veri(LL) -0.14 11-13 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Veri(CT) -0.31 11-13 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.37 Holz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1260/08-0, 8=1260/08-0 Max Horz 2-120(LC 10) Max Uplift 2=235(LC 12), 8=235(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2263f743,3-4-1777/635,4-5-1530/621, 5-6=1530/621, 6-7=1777/635, 7-8=2263/743 BOT CHORD 2-14-584/1970,13-14-584/1970,11-13=41611616, 1011=592/1970, 8-10=592/1970 WEBS 313=-519/243, 4-13--142/509, 513=259/105, 511=2591105, 6.11=142/509, 7-11=519/243 PLATES GRIP MT20 244/190 Weight: 157 Ib FT - 200A Structural wood sheathing directly applied or 3.7-14 oc purlins. Rigid ceiling directly applied or 7-7-12 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf, h=154; 13=45ft; L=30R; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0-0 to 11.0.0, Exterior(2) 11.0.0 to 232-15, Interior(1) 232-15 to 31-0.0 zone,C-C for members and forces d 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 list bottom chord live load nonconcurrent with any other live bads. 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 vide 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 Ib uplift at joint(s) except @=lb) 2=235,8=235. d This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic gpies. 136i "li MTckUSA4'IR.66 AgcFF.10 691MPlr'E1LBdG 6100iD'ate; January 25,2018 O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MO -7473 rw. 10007015 BEFORE USE. Design valid for use only WM MiTekm Connectors This design is based only upon parameters shown, and is for an indiiii" buildup Component, nor a truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall buildup design. Bracing indicated is to prevent building of individual truss web and/or chord members only. Adddmonal temporary and permanent bracing '~ ms always required for stability and to prevent Collapse With possible personal injury and property damage. For general guidance regarding the K fabrication, storage, delivery• erection and bracing of trusses and truss systems, no ANSVTPII Quality Criteria, DSO -49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type 1.25 Lumber DOL Park Sq Hms/ Sorrento-AorC 2078 Rep Stress Inv YES 70ty Verl(CT) ly 713050507 P2078AC A4 HIP 1 1 Weight: 150 Ib FT - 20% BRACING - Job Reference Mid -Florida Lumber, Bartow. FL. 8.130 s Seo 15 2017 MTek 4-9.4 4.2-12 6-0-0 6-0-0 4.2.12 4X9 = 1.5x4 II 418 = Inc. Thu Jan 25 07.42 27 2018 Page 1 44" Scale = 1:52.1 13 11 10 04 = 3x4 = 3x4 = 30 = 04 = 3x8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017/TPI2014 REACTIONS. (Ib/size) 2=1260/0-",8-1260/041-08=1260/0-8-0 Max Hoa 2=100(LC 10) Max Uplift 2=235(LC 12), 8=235(LC 12) CSI. DEFL. in (toe) Iden Ud PLATES GRIP TC 0.46 VeM(LL) 0.16 10.19 >999 240 MT20 244/190 BC 0.81 Verl(CT) 0.35 10-19 >999 180 WB 0.19 Horz(CT) 0.09 8 n/a n/a Matrix -MS Weight: 150 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3615 oc purlins. BOT CHORD Rigid ceiling directly applied or 7.4-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2248/797, 3-4-1951/683,4-5--2021/766, 5-6=2021!766, 67=1951/683, 7-8=2248f797 BOT CHORD 2-13=-641/1986,11-13=-445/1696.10-11-453/1696, 610=649/1986 WEBS 313=343/222, 4-13=-55/411, 4-11-174/503, 5-11=414216, 611=174/503, 610=55/411, 7-10=343222 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=1511; 8=45ft; L=3011; save=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Extenor(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) 25-411 to 31-0-0 zone;C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=1b) 2=235,8=235. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified op,any electronic egpies. Jt>ata" velei.PENof818 Mire 1iSN"Inc:FLUri 1i904'P ika`•Eek'Blvd Sefn ;'FL»610. January 25,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE AW7473 rev. 1000=015 BEFORE USE. Design valid for use only with MrrekO connectors. This design is based only upon parameters shorn, and is for an individual bueldmg component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall to building design. Bracing indicated is to prevent buckling of mdmitual truss web and/or Nord members only. Additional temporary and permanent bracing 11VIwT n always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the 057 fabrication, storage, delivery, erection and bracing of trusses and buss systems. see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandm VA 22314. Tamps. FL 36610 Job Truss Truss Type TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. Park Sq Hms/ Sorrento-AorC 2078 WEBS 20 SP No.3 REACTIONS. (Ib/sae) 2=703/0.8-0, 14=3357/0.8-0, 10=885/08-0 10ty ly 713050508 P2078AC A5 HIP 1 1 Job Reference i Mid -Florida Lumber, Barlow, FL. 7.0-0 t-0.0 3-9-4 32-12 4x4 = AM 4 8.130 s Sep 15 2017 Mrrek Industries, Inc. Thu Jan 25 07:42:29 2018 Page 1 9YkKf RKdr2TZXPzS7xJ-OhFegl8P4_J52dDjBPFTLdw?ZL 13uCg74jeovbzrlgu 3$-14 3.7-2 4-3-2 30 = 4x6 = 1.5x4 II 22 523 24 625 26 27 28 7 29 4.4-14 3.2-12 3.9.4 30 4x6 = Scale = 1:52.1 15 - -- -- 74 -- -- 13 -- - 12 3x4 = 3x10 = 6x8 = 4x10 = 3x4 = 30 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Verl(LL) -0.10 14-15 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Verl(CT) -0.21 14-15 >799 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.85 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS PLATES GRIP MT20 244/190 Weight, 155 Ib FT = 200% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0.8 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/sae) 2=703/0.8-0, 14=3357/0.8-0, 10=885/08-0 Max Horz 2=8O(LC 6) Max Uplift 2-167(LC 8), 14=993(LC 8), 10-356(LC 8) Max Grev 2-717(LC 17), 14.3357(LC 1), 10=898(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1138/250,3-4-923/207.4-5-781/198, 5.6=302/1178, 6.7=490/265, 7-8=490/265, 8-9=1301/496, 9-10=1515/552 BOT CHORD 2-15-170/996,13-14-1105/393.12-13=356/1149,10-12=-447/1334 WEBS 315=279/124, 6.14=-1780/673, 8-12-163/698,9-12-256/155.7-13=-567/263, 6.13=703/2022, &13=-869/259, 5.15=211/1068, 5-14=1684/502 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=1511; B=4511; L=301111; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); porch right exposed; Lumber DOL=1.60 plate grip DOL -1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2.0-0 wide will fn between the bottom chord and any other members. This item has been6) Provide mechanical connection (by others) o1 truss to bearing plate capable o1 withstanding 100 Ib uplift at joint(s) except 011=1b) 2=167,14=993.10=356. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 213 Ib down and 214 Ib up at sealed by Velez, Joaquin, PE 7-0-0,123 Ib down and 114 Ib up at 9.0-12,123 Ib down and 114 Ib up at 11-0-12.123 Ib down and 114 Ib up at 13-0-12,123 Ib using a Digital Signature. down and 114 Ib up at 15.0.0, 123 lb down and 114 Ib up at 16-11-4, 123 Ib down and 114 lb up at 18-114, and 123 Ib down and Printed copies Of thisp114Ibupat2011-4, and 213 Ib down and 214 Ib up at 230-0 on top chord, and 370 Ib down and 96 Ib up at 7-0.0, 89 Ib down at 9-0-12,89 Ib down at 11-0-12,89 Ib down at 13.412, 89 Ib down at 15-0-0, 89 Ib down al 16.114, 89 Ib down at 18-11.4, and 89 document are not considered Ib down at 20.114, and 3701b down and 67 Ib up at 22-114 on bottom chord. The design/selection of such Connection device(s) signed and sealed and the is the responsibility of others. Signature must be Verified 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Qo.yjly electropic ppieS. tyoaq inriVefei:PENtii8182LOADCASE(S) Standard ek 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 69 `.Ee1tBAd Safn ;FL•33610 Uniform Loads (ptf) Data, Vert: 114=-60,4-8-60.8-11-60,16-119=20 January 25,2018 Q WARNING - Verify design Pa..,.* and READ NOTES ON THIS AND INCLUDED af/TEK REFERENCE PAGE 1101-7473 rev. 100=015 BEFORE USE. Design valid for use only with MRex® connectors. This design is based only upon parameters shorn, and is for an individual building component, not a truss system. Before use, the building designer must veAly the applicability of design parameters and properly incorporate this design lido the overall building design. Bracing Indicated is to prevent building of individual truss web and/or Nord members only. Additional temporary and permanent bracing (IUwT is always required for stability and to prevent collapse w4h possible personal injury and property damage. For general guidance regarding the Wi ll fabrication, storage, delivery, erection and bracing of trusses and truss systems, ase ANSIITNI Quality Criteria, DSBde and SCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312, Alexandria. VA 22314. Tamps. FL 36510 Job Truss Truss Type Ory Park Sq Hms/ Sofrenlo-AorC 2078JPly 713050508 P2078AC A5 HIP 1 1job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:29 2018 Page 2 ID LwgEfgAb9YkKfRKdr2TZXPzS7xJ-OhFegl8P4_J52dDjBPFTLdvi7ZL13uCg74jeovbzrtgu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=166(F) 8=166(F) 15=370(F) 12=370(F) 22-123(F) 23=123(F) 24=123(F) 26=123(F) 28=123(1`) 29=123(1`) 30=123(F) 31=70(F) 32=70(F) 33=70(F) 34=70(F) 35=70(F) 36=70(F) 37=70(F) O WARNING - Verify das/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110111-7477 rev. 100M015 BEFORE USE. Design valid for use only win MRek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a tons system. Bator* use. the budding designer must vent' the applicability of design parameters and propertyincorporate this design into the overall building design Bracing indicated is to prevent buckling of mdrvidual truss Web and/or chord members only. Additional temporary and permanent bracing (14TIwT. ' is always required for stability and 10 prevent collapse With possible personal injury and property damage. For general guidance regarding the i kkll fabrication. storage, delivery, erection and bracing of trusses and truss systems, tee ANSVTPII Quality Criteria, OSSdf and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Subs 312, Merandne. VA 22314. Tamps, FL 36810 Job Trusses Type city Ply Park Sq Hms/ Sorrento-AorC 2078 Well Ud SPECIAL I 1.25 713050509 P2078AC B1 999 1 TCDL 10.0 all1 Mid-Floride Lumber, Barlow. FL. 8.130 s Sep 15 2017 Mr ek Industries, Inc. Thu Jan 25 07:42:30 2018 Page 1 67-4 6.0-12 5-0.0 . 1-8-0 , 7.0.0 40 = Scale' 114'=1' 30 = 30 = 30 = 7V V 3x10 = 1 50 II LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.22 1412 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.41 1412 800 180 BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=114010-3-8,7=11400-3-8 Max Horz 2-135(LC 10) Max Uplift 2=299(LC 12), 7=299(LC 12) 30 = PLATES GRIP MT20 244/190 Weight: 132 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1909/608, 3-4=1661/573, 4-5=2130/792, 5.6=1799/629, 6-7=1914/608 BOT CHORD 2-12=425/1673,10-12=216/1145,9-10=-448/1641. 7-9=445/1635 WEBS 312=409/235, 4-12=141/631, 4-10=-403/1080, 5.10=1085/436, 6-10=83/522 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-140mph (3 -second gust) Vesd-108mph, TCDL=4.2psf; BCDL=3.Opsf; h=2511; 13=4511; L=27ft; eave=oft; Cat. ll, Exp B; End., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 1241-0, Exterior(2) 12-8-0 to 15-8-0. Interior(1) 184-0 to 28.0.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will f4 between the bottom chord and any other members, with BCDL = 10.Ops1. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) 2=299,7=299. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o0,yjiy electronic (gpies. IJoa,r lr4Vele; PE o:58162 tllrTr{{iSA, IgcSLjLert66 6904'Pilrlii'EaitBkd T0i_.FC•33610 iD'atS rte_. January 25,2018 OWARMING • Verity dWyn parameters and READ NOTES ON TICS AND INCLUDED WTEK REFERENCE PAGE WO -7473 rev. 180117R015 BEFORE USE. Design valid for use only with WOW connectors. This design is based only upon parameters shows, and is for an individual buildup txonponi nt, not a truss "an. Before use, the holding designer must vent' the applicability of design paramelers and property incorporate this design ono the overt WE budding design Bracing indicated is to prevent bucidurp of individual truss web and/or chord member only. Additional temporary and permanent bracing is akveys required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd Safety Informallon available from Truss Plate InsWule, 218 N. Lee Street. Suite 312. Nexandna, VA 22314 Tampa, FL 36610 Job Trusscuss Type City Py Park Sp Hms/ Sorrento-AorC 2078 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 10111 >999 240 713050510 P2078AC B2 SPECIAL 1 1 BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 134 Ib FT - 20% LUMBER- BRACING - Job Reference toptionall Mid -Florida Lumber, Bartow, FL. 6-7-4 8.130s ID:LwgEfgAb9YkH 12.8-0 20-4-0 6-0.12 7-8-0 40 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:30 2018 Page 1 r2TZXPzS7x,YwpOt591 rlSygnovl7miurTBDkMgdkVGINOMR2zrtgt 27-0.0 1211-0-0, 1-0 0 5-0-0 Scale. Ip'b1' iJ I 1V b 3x5 = 1x4 II 3x4 = 3x8 = 3x4 = 1x4 II 3x4 = 1 674 I 12.8.0 20-4.0 2-0 O 27 0 0I 67.4 6.0.12 7$O 1$-0 1 1 5.0.0 Plate Offsets (X.Y1- 16:0.5.4.0-2-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.12 10111 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Verl(CT) -0.29 10-11 >999 180 BCLL 0.0 ' Rep Stress Iner YES WB 0.56 Horz(CT) 0.08 7 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 134 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-5' 20 SP No.1 BOT CHORD Rigid ceiling direly applied or 7-614 oc bracing. BOT CHORD 20 SP No.2 WEBS 1 Row at midpt 5-11 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2-1140/0-3-8.7-1140/0-3-8 Max Horz 2-135(LC 10) Max Uplift 2=299(LC 12), 7-299(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1957/588, 3.4=1398/494, 45=1413/470, 5-6=2153!718, 67=2007/634 BOT CHORD 2-13=-412/1688, 11-13=412/1688, 10.11=-0107/2187, 9.10=489/1742, 7-9=486/1739 WEBS 3.13=0/252, 3-11-613/243, 4-11=199/767, 5.11=1067/425, 5.10=590/256, 610=226/803 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt-140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25R; B-4511; L=27ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0. Intenor(1) 2-0-0 to 12-". Exterior(2) 12-8-0 to 15-". Interior(1) 204-0 to 28-0.0 zone:C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3-60 tall by 2.0.0 wide This has beenwillrflbetweenthebottomchordandanyothermembers. Item 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (P=1b) electronically signed and 2=299,7=299. sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified O[I,any elpctronic p Jtia9 l ele;'P6Nb.Yt-8182 6904' p@FliiTef{ irSies. r VA; Ipe ert,BB r`.EakBkdTfifn `FL•7361 January 25,2018 Q WARNING - Verify design par*mtlar* and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11104473 rev. laQW10/5 BEFORE USE. Design valid for use only with Urrok® connector* This design is based only upon parameters sham• and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property ,ncoiporste this design Into the overall MF buildmg design Bracing indicated is to prevent buckling of individual truss web andfor cttord members only Additional temporary and permanent bracing R;A is akysvarequired for stability and to prevent collapse with possible personal Injury and property damage. For general gwdance regarding the U5 fabnulion, storage, delivery, erection and bracing of trusses and truss systems, ace ANSVTPII Oualky Criteria, DSMS, and SCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty I Park Sq Hms/Sorrenlo-AorC 2078 Plate Offsets (X.Y- 18:0-5 4.0-2-01.19:0.2-4.Edoel.113:0.3-0.0.3-41 a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly incorporete this design into the overall 3) Provide adequate drainage to prevent water ponding. JPlyI LOADING (psf) SPACING- 240.0 713050511 P207SAC B3 SPECIAL 1 1Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:312018 Page 1 ID:L%VElgAb9YkK02Kdr2TZXPzS7xJ-N4N04RAfcbaplwNGJgHxO20Pi8iuM990X 17VzUzrtgs t -0-0+ 4 7-0 F 8.7-8 I 124 I 22-4-0 124-0 0 I 27-0-0 1-0-0 4-7-0 4-0.8 4-0-8 9-0.0 1-0-0 3-0-0 Scale - 1:49.0 410 = 30 = 3,4 = 3x8 = 7x6 = 3x4 = 3x8 II 40 = 571.14 12A0 22x.0 27.0-01I 11.14 fi-B•2 I FZ4-0-0_I 9A-0 1$-0 3-0-0 Plate Offsets (X.Y- 18:0-5 4.0-2-01.19:0.2-4.Edoel.113:0.3-0.0.3-41 a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly incorporete this design into the overall 3) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING- 240.0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.12 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.24 12-13 >999 180 8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B), BCLL 0.0 ' Rep Stress Ina NO WB 0.66 Horz(CT) 0.08 9 n/a n/a signature must be verified BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Vert: 21=407(F) h USA, Inc Cert 66 , FL_33610 Weight: 151 Ib FT = 209A LUMBER- BRACING - January 25,2018 TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4.7 oc purlins. BOT CHORD 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 8-10.8 oc bracing. 9.13: 2x6 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1166/0-3-8,9=1521/0-3-8 Max Horz 2=135(LC 6) Max Uplift 2=307(LC 8), 9=-411(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3=2095/506. 3-4=1963/507. 4-5=1406/409, 5-6=1427/403, 6-7=2165/547, 7-8=3013/745, 8.9=2674/659 BOT CHORD 2-15=379/1832, 14-15=273/1510, 13-14=373/1890, 12-13=689/3080, 11-12=540/2425, 9.11=528/2377 WEBS 4-15=77/393. 4-14'456/174, 5-14=250/950,6-14=-845/271,7-13-1243/332, 7-12=-679/196, B-12=180/920, 8-11=123/491, 6-13=82/504 NOTES - 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with Me ek® connectors This design is based only upon parameters shown, and is for an individual building component, nM 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Ops1; h=25H; B=45R; L=27ft; eave=oft; Cat. II, Exp B. Encl., GCpi=0.18, MWFRS (directional), Lumber DOL -1.60 plate grip DOL=1.60 a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly incorporete this design into the overall 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 bads. budding design Bracing indicated is to prevent buWng of individual truss web and/or word members only. Additional temporary and permanent bracing 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 This Item has beenWillfitbetweenthebottomchordandanyothermembers. is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) electronically signed and 2=307,9=411. sealed by Velez, Joaquin, PE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 407 Ib down and 133 Ib up at using a Digital Signature. 25.3.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed copiesPOf this8) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B), documentcited anot considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (plf) Vert: 1-5=60, 57=40, 7-8=60, 8-10=-00, 9-16=20 Concentrated Loads (lb) op,any electronic copies. t f4 A, InPENt7X8182, foldITef{ Vert: 21=407(F) h USA, Inc Cert 66 , FL_336108901'P'rki`EaitBRdSe - January 25,2018 QWARNING • Varity daslgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE WO -7473 rare. toO.W015 BEFORE USE. a.dry Design valid for use only with Me ek® connectors This design is based only upon parameters shown, and is for an individual building component, nM a truss system. Before use, the budding designer must vent' the applicability of design parameters and properly incorporete this design into the overall budding design Bracing indicated is to prevent buWng of individual truss web and/or word members only. Additional temporary and permanent bracing Ly OTisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe1a 6Yia fabrication. storage, delivery. erection and bracing of trusses and truss systems. ace ANSIITPIt Owlhy Crherls, DSO -89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information evadable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alafundna, VA 22314. Tampa, FL 36610 Job Trusscuss Type Oy 20.0 Park Sq Hms/ Sorrento-AorC 2078 1.25 TCDL 10.0 Lumber DOL IPly 713050512 P2078AC 84 SPECIAL 1 1 91) Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:32 2018 Page 1 ID:L"EfgAb9YkKIRKdr2TZXPzS7xJ-r)minBHNvtgv4yltYoAzGYZ5Y1v5ht2mhtTWwingr 1-0 01 4 8 8 1 8.10 8 1 1088 1 12802-1-0 1 16-0-0 1 21-2.72 1 27-0-0 28-0-01 7 0 0 4 88 4.2-0 1 8-0 3.4.0 5.2-12 Scale. 1/4'bt' 5x5 = 4x4 = A„e = _ _ _ 6 24 725 10 14 1Z 11 3x4 = 3x4 - 3x8 = 1.5x4 II 3x4 = 4x4 = 30 = LOADING (psf) SPACING- 24)-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/rP12014 CSI. DEFL. in (loc) Well Ud TC 0.39 Vert(LL) 0.14 15-18 999 240 BC 0.81 Vert(CT) 0.2915.18 999 180 WB 0.37 Horz(CT) 0.07 9 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1140110.3-8.9=1140/0-3-8 Max Horz 2=119(LC 10) Max Uplift 2=299(LC 12), 9=299(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1998/696, 3-4=1716/603, 4-5=1495/588, 58=1696/688, 67=1289/534, 7-8=1511/555, 69=2000/637 BOT CHORD 2 -15-554/1760,14-15-393/1495,12-14-310/1294,11-12=-494/1736.9-1 1;am494/1736 WEBS 3-15=332/184, 4-15=-104/473, 5-14=-699/292,6-14-2451610,7-12-120/408. 8-12=525/218 PLATES GRIP MT20 244/190 Weight: 146 lb FT = 20% Structural wood sheathing direly applied or 3-10-8 oc purlins. Rigid ceiling direly applied or 7-10.10 oc bracing. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd-108mph; TCDL=4.2ps1; BCDL=3.Opsf,, h=25R; B=4511; L=27f ; eave=4f ; Cat. 11; Exp B; Enc., GCpi=0.18; MWFRS (directional) and C -C Extenor(2) -1-0.0 to 2-0.0, Interior(1) 2-0.0 to 8-10-8. Exterior(2) 8-10.8 to 15-8-0, Interior(1) 15-8-0 to 284).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 bad nonconeurreni 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 3-60 tall by 2.0-0 wide will rfl between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at joints) except (H=Ib) 2=299,9=299. Dj This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic gpies. iti 4Irr velez'PBNaU6182 Mrrif{,US4rIpe FL CeR6 _ 6904'Priki'EekBkdie FL•33610. A January January 25,2018 0 WARNING - Veriy design parameters and READ NOTES ON THIS AND INCLUDED MTrEK REFERENCE PAGE NII -7473 rev. 10011.141015 BEFORE USE. Design valid for use only with MRekO connectors. This design is based only upon parameters shown, and Is for an individual budding component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design colo the overallbuddingdesignBras% indicated is to prevem bucIding of individual truss web andror chord members only. Additional temporary and permanent bracing011- 1 is always required for stability and to prowm collapse won possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of eus in and truss systems, site ANSVTPIt Quality Criteria, DSO -89 and SCSI Building Component 6904 Parke East Bald. Safety Information available from Truss Plata Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Temps. FL 36810 Job Truss Truss Type Ory TCLL Parte Sq Hms/ Sorrento-AorC 2078 Plate Grip DOL 1.25 TC 0.41 TCDL jP1y 713050513 P2078AC BS HIP 1 1 t Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:33 2018 Page 1 I D:LwgElgAb9YkKfRKdr2TZXPzS7xJ-JTV8V7Bv8DgXXEXUOFJP W r5kayNzg9Pj?Lc02Mzngq t-0-0I 4 9 4 I 9-0-0! 138-0 I 18-0-0 22-2.12 ! 27-0-0 28-0-01 4-2-12 4$d Al." 4-2-12 4$4 Scale = 1.47.2 4x4 = 3x4 = 40 4 20 5 21 6 exit = 1Z 1u 3xB = 30 = LOADING (psf) SPACING- 2-0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. Ib/size) 2=114010-3-8,8=114010-3-8 Max Hors 2-99(LC 10) Max Uplift 2=299(LC 12), 8-299(LC 12) 3x8 = DEFL. in (loc) Well Ud Ver1(LL) -0.14 10-18 >999 240 Vert(CT) -0.30 10-18 >999 180 Horz(CT) 0.07 8 n/a n/a 04 = PLATES GRIP MT20 244/190 Weight: 132 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.108 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1989/718, 34-1687/600,4-5=1464/584, 5-6=1464/584, 6-7=1687/600, 7-8=1989!718 BOT CHORD 2-12=570/11756,10-12- 444/1606. 8-10=578/1756 WEBS 312=349/228, 4-12=126/494, 5-12=296/134, 5-10=296/134, 6-10=126/494, 7-10=-349/228 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=45ft. L=27ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 9.0.0, Exterior(2) 9.0.0 to 22-4-11. Interior(l) 22-4-11 to 28.0-0 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 bads. 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 ft between the bottom chord and any other members. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=299,8=299, 2 d This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified opaQ l any electronic copies. JogiVelez'RENoi61d2 tk7ef{ USi%"Ir c Cert 6834• 691M'Plrrkrfrtl t BNd iefn .;FG33810. January 25,2018 O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED K/TEK REFERENCE PAGE IIII0-7473 M. faAW,2015 BEFORE USE. Design valid for use only with MTek& connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the buildup designer must verily the applicability of design parameters and property incorporate this design into the *vamp DWitting design Bracvq indicated is to prevent buctding of individual truss web and/or word members only. Additional temporary and permanent bracing rs always required for stability and to prem collapse with possible personal inluiy and property damage. For general guidance regarding the 09 fabrication, storage. debvery, erection and bracing of trusses and truss systems, we ANSVIPI7 Quality Criteria, OS8a9 and BCSI Building Component 6904 Parke Fast SW Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. AkwAridna. VA 22314. Tampa, FL 36610 Job Trusscuss Type 1.25 Lumber DOL Park Sq Hms/ Sorrento-AorC 2078 Rep Stress Ina NO Code FBC2017frP12014 10ty ly 713050514 P207BAC B6 HIP 1 1 Weight: 140 Ib FT = 20% BRACING - JO Reference t' onall Mrd -Florida Lumber, Banow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42.34 2018 Page 1 ID:LwgEfgAb9YkKIRKdr2TZXPzS7xJ-nf3X17CYvWy0905hyre2hepbMjbZZNsD7MZepzngp 7-0-0I 39 0 I 7-0-0 + 11 4 9 ! 157.7 I 20-0 0 I 23 2-12 I 27 0 0 1-0-0 394 32-12 4.4.9 4-2.13 4.4-9 32-12 3 9 4 Sale - 1:47.2 4x9 = 30 = 1741 II 47cB = 4 21 522 23 24 625 26 7 4x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 1. - u - - u n 30 = SPACING- 2.0-0 Plate Gnp DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017frP12014 REACTIONS. (Ib/size) 2=2022/0-3-8,9=202310-M Max Hors 2=79(1-C 6) Max Uplift 2=607(LC 8), 9=-607(LC 8) 6x6 = 3x10 = 3x4 = 4x5 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.77 Ven(LL) 0.21 12-13 >999 240 MT20 2441190 BC 0.80 Vert(CT) 0.43 12-13 >746 180 WS 0.44 HOrz(CT) 0.13 9 n/a n/a Matrix -MS Weight: 140 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc pur ins. BOT CHORD Rigid ceiling direly applied or 510-10 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--396411173.3-4=3757/1129,4-5=4188/1293,5-6=4211/1301, 6-7=-4211/1301, 7-8=3759/1129, 8-9=3966/1172 BOT CHORD 2-14=978/3504, 13-14=894/3351, 12-13=-1161/4209, 11-12=-894/3354, 9-11--978/3W6 WEBS 3-14-265198,4-14-71/604.4-13-339/1134, 513=546/267, 6.12=517/273, 7-12=345/1147, 7-11=71/611, 8-11=265/98 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf, h=25f1, B=4511; L=27ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (n=1b) 2=607,9=607. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 205 Ib up at 7-0.0, 971b down and 106 lb up at 9-0-12,97 Ib down and 106 Ib up at 11-0-12,97 Ib down and 106 Ib up at 13-0-12,97 lb down and 1061b up at 13-11-4,97 Ib down and 106 lb up at 15114, and 97 Ib down and 1061b up at 17-11-4, and 189 lb down and 205 Ib up at 20-0.0 on top chord, and 327 lb down and 97 lb up at 7.40, 661b down at 9-0-12,66 lb down at 11-0-12.66 Ib down at 13-0-12.66 lb down at 13-11-4,66 Ib down at 15114, and 66 Ib down at 17-11-4, and 327 Ib down and 97 Ib up at 19-11-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-W. 4-7=-60, 7-10=60, 1518=20 D1 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op any electronic copies. Joa44 llir4V91 RENo 81d2' IiTe iSA, IOcSrBh d lCert 68 69G4'PL-rli'`EeiCYTefn :;FL•73610. SJJ January 25,2018 A WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WP7473 ray. 10,01WO15 BEFORE USE. Design valid for use only with MRek® connectors This design is based only upon parameters shown, and is for an indmdual building component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of mdrodual truss web and/or tlgrd members only. AddrbGnal temporary and permanern bracing Or% rs always required lir 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 ANSVrPl1 Quality Crtterta, DS049 and SCSI Building Component 8804 Party East Shod. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suns 312, Alexandna, VA 22314 Tampa, Ft. 36610 Job Truss Truss Type Oy Park Sq HnW Sorrento-AorC 2078ly Tt3p50514 P2078AC 86 HIP 1 1 Job Reference (optional) Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42 34 2018 Pape 2 ID:LvfgEfpAb9YkK02Kdr2TZXPzS7xJ•M3Xj7CYV V"O$hyre2hepbMjbZZNsD7MZapznpp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=142(F) 7=142(F) 13=41(F) 14=327(F) 11=327(F) 21=97(F) 22=97(F) 23=97(F) 24=97(F) 25=97(F) 26=97(F) 27=41(F) 28=41(F) 29=41(F) 30=41(F) 31=4 1(F) AWARMNG • Verl y design pine rare and READ NOTES ON TM AND INCLUDED aBrEK REFERENCE PAGE I111167477 rev. 10!11.74015 BEFORE USE. Devon valid for use only with M1ek* Connectors. This design is based only upon parameters shown. and is for an indmdual building component, not a truss system. Before use. the building designer must vent' the applicability of design parameters and properly mcorporsle this design into the overs9 building design. Bracing indicated is to prevent budding of indandual truss web andfor chord members only. Adddional tempOrsry and permanent bracing 11irrsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of truces and truss systems, see ANSVTPII Quality Criteria, DS&99 and BCSI Building Component 6904 Ps" Fast Blvd Safety Information available from Truss Plate Instame, 218 N. Lee Street. Suite 312. Alesandns. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oy 20.0 rk Sq Hms/ Sorrento-AorC 2078 1.25 TCDL 10.0 Lumber DOL IPlyPa IJb 713050515 P2078AC C1 HIP 1 1 Reference (optional) Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07.42:35 2018 Page 1 ID:LwgElgAb9YkKfRKdr2TZXPzS7xJ-FrdvwpDAgg4FmYgtYgMtbuA55r/ E IOPOSf576Fzrigo S94 i 14--0I 12 I 25.2.8i5 1 -0 5.2.12 I 5-7-12 4x8 = 21 22 40 = Scab =1.43.3 30 = 1x4 II 3x4 = 3x4 = 3x8 = 1x4 11 314 = LOADING (psf) SPACING- 2-00 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/sae) 7=1007/Mechanical, 2=1070/03-8 Max Hors 2=114(LC 11) Max Uplift 7=239(LC 12), 2-283(LC 12) CSI. DEFL. in (loc) I/defl L/d TC 0.34 Ven(LL) 0.07 11 999 240 BC 0.51 Ven(CT) 0.1411-12 999 180 WS 0.39 Horz(CT) 0.06 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 130 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or fess except when shown TOP CHORD 2-3=1852/612, 3-4=1343/507.4-5-1138/498,5-6=1343/507,6.7-1826/603 BOT CHORD 2-12=501/1603,11-12=501/1603,9-1 11=292/1137. 8-9=478/1576, 7-8=478/1576 WEBS 3-11=543/240, 4-11=91/350, 5-9=109/346, 6.9=-516/232 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1: BCDL-3.Opsf; h=25ft; B=45ft, L-25ft; eave=ori; Cat. II, Exp B, Encf , GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 11-0.0, Exterior(2) 11-04) to 14-4-0, Interior(1) 18-6.15 to 25.2-8 zone;C-C for members and forces d 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 psi bottom chord live bad nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsl 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 Ib uplift at joint(s) except (n=1b) 7-239,2-283. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o(_)rany electronic egpies. Pact ii, elez'PEl10 c9 M7ef{{1SIOcFI cr16834,_ 6904'P.Irrlir`.Ea tBNd.Tafn 'FL•33610. January 25,2018 0 WARNING • Verify design Parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE MP7473 rev 1041YtOIS BEFORE USE. Design valid for use only with Me ekS connectors. This design Is based only upon parameters shown, and is for an individual building component. not a truss "am Before use. the building designer must verity line applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always reputed for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1+L fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safely Information avadable from Truss Plate Insidute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy 20.0 Park Sq HITS/ Sorrento-AorC 2078 1.25 TCDL 10.0 Lumber DOL ly 713050516 P2078AC C2 HIP 1 1 Code FBC2017/rP12014 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:36 2018 Page 1 ID.L%VEfgAb9YkK02Kdr2TZXPzS7xJ j2AH88EoR8C6OiF 36Nt676)7Z9Pk 1 XA9hJrgfizrtgn 1-00, 49 1 9." 1 16.40 1 20tr12 25." 126a, 1-0-0 49 4 42-12 7.40 42.12 4$4 1-0-0 t I Scale - 1:44,5 4x6 = 47(8 = r 19 20 21 22 5 40 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2017/rP12014 11 3x8 = 3x4 30 = CSI. DEFL. in loc) Iden Ud TC 0.94 Vert(LL) 0.15 9-17 999 240 BC 0.75 Vert(CT) 0.33 9-17 913 180 WB 0.16 Horz(CT) 0.06 7 n/a n/a Matrix -MS BOT CHORD 2-11-523/1615.9-11-347/1340.7-9-531/1615 WEBS 3.11-321/209, 4-11=45/402, 5-9=49/402, 6-9=321/209 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. Ib/size) 2=1073/0-3-8,7=1073/0-3-8 Max Horz 2=97(1_C 10) Max Uplift 2-283(LC 12), 7-283(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1832/667,3-4=1545/560,4-5-1340/551, 56=1545/560, 6.7=-1832/667 BOT CHORD 2-11-523/1615.9-11-347/1340.7-9-531/1615 WEBS 3.11-321/209, 4-11=45/402, 5-9=49/402, 6-9=321/209 04 = PLATES GRIP MT20 244/190 Weight: 121 Ib FT - 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 8-1-3 oc bracing. 1 Row at midpt 5-11 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f ; B=45ft; L-25ft; eave=4H; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0.0 to 9-0-0, Exterior(2) 9-0-0 to 20-8-11. Interior(1) 20-8-11 to 264-0 zone;C-C for members and forces rS 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 bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except ()t=Ib) 2=283, 7=283. WARNING • Vitrify deslpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE II00-7473 ray. 100=013 BEFORE USE. Design valid for use only, with Wilk* connectors. This design is based only upon parameters shorn, and is for on individual buildup Component, not s trier system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall buildup design, Bracing indicated is to prevent building of individual truss web and/or chord members only. AddNonal 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, enaction and bracing of WiKs and truss systems, sea ANSM11 Owtky Criteria, DSBa9 and BCSI Building Component Safety Information available from Truss Plate Institute, 215 N. Lee Street, Suite 312, Alexandria, VA 22314. 2 4 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op -any elpctronic cgpies. IyoaltRvel PEHowsiai eft SAt Ifje.':7l Cert Q904';piaFka'EeitB IrdSefn 6V. FL33610 PLiq January 25,2018 No NEW 6904 Perlis East Blvd Tamps, FL 36610 Job Truss Truss Type Oy 20.0 Park Sq Hms/ Sorrento-AorC 2078 1.25 TCDL 10.0 Lumber DOL IPlyI 713050517 P2078AC C3 HIP 1 1all Code FBC2017rrP12014 Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:37 2018 Page 1 ID: LwgEfgAb9YkKOTKdr2TZXPzS7xJ-BEkgLUFOCRKyOrgFf5OLgJGNiZhHmxalvzaDB8zrigm r 1=01 3 94 + 7-0-0 10$15 1 14$1 1 18-4-0 + 21$12 1-0-0 3.9-4 32-12 3-9.15 3-8-3 3.9.15 3.2-12 4x6 = 3x4 = 1x4 II 4xe = Scale - 1:44,5 14 77 1( 11 4x5 = 3x4 = 5x5 = 3x8 = 3x4 = 4x5 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. in (loc) Ilden Ud TC 0.59 Vert(LL) 0.18 12-13 999 240 BC 0.99 Vert(CT) 0.37 12-13 832 180 WB 0.34 Horz(CT) 0.13 9 nla n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2-188710.3-8,9=1888/0-3-8 Max Horz 2=77(LC 6) Max Uplift 2-567(LC 8), 9=-567(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3669/1086, 3-4=3456/1040, 4-5=3692/1146, 5.6=3714/1152, 6-7=3714/1152, 7-8-3459/1040,8-9-367111086 BOT CHORD 2-14-900/3243.13-14=-814/3081,12-13-1012/3710,11-12=-81413084, 9-11=900/3244 WEBS 3-14=2681101,4-14=-73/598,4-13=273/892, 5 13=470/228, 6 12=-439/237, 7-12=-277/903, 7-11=73/604, 8-11=268/100 PLATES GRIP MT20 244/190 Weight. 133 Ib FT = 20% Structural wood sheathing directly applied or 2-7-4 oc purtins. Rigid ceiling directly applied or 5-11-0 oc bracing. NOTES - 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf, BCDL-3.Opsf; h -25f1; Br45tt; L=2511; eave-4ft; Cat. II, Exp B; End., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 ps1 bottom chord live load nonconeurrent with any other live bads. 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) o1 truss to bearing plate capable of withstanding 100111 uplift at joint(s) except @=1b) 2=567,9=567. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ib down and 204 Ib up at 7-0.0, 97 Ib down and 106 Ib up at 9-0612,97 Ib down and 106 Ib up at 11-0-12,97 Ib down and 106 Ib up at 12-8-0, 97 Ib down and 106 Ib up at 14-3.4, and 97 Ib down and 106 Ib up at 16-3-4, and 189111 down and 204 Ib up at 18-44) on top chord, and 327 Ib down and 97111 up at 7-0-0,66 Ib down at 9.0.12, 66 Ib down at 11-0-12,66 Ib down at 12-8-0,66 Ib down at 14-3-4, and 66 Ib down at 16-3-4, and 327111 down and 97 Ib up at 18-3-4 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=60, 4-7=-6i0, 7-10=-60, 15-18=20 A WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WJ.7473 rev. /&07,7015 BEFORE USE. Design vabd for use only with Mrrek® connectors. This design a based only upon parameters shown, and is for an individual buildup component, not a truss system. Before use, the buildup designer must verily the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indurated is to prevent budding of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery, erectwn and bracing of truss" and INN "am$. see ANSIRPII Quality Criteria, DSB-e9 and SCSI Building Component Safety Information available from Truss Plate Inst4ute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o0,4ny elpctronic copies. tloagyigVelei.PDN o68182 MiTefc 15A,'I e;F.L ert6 6904'p rlii'Ea1tBA.Tti- .,fl_33610. January 25,2018 1751- 8904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Park Sq Hms/ Sorrento-AorC 2078ty 713050517IP207BACC3HIP11 Jo Reference loptionall Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:37 2018 Page 2 ID:LwgEfgAb9YkKlRKdr2TZXPzS7xJ-BEkgLUF OCRKyOrgFf5OL9JGNi7hHmxalvzoDB8zrtgm LOAD CASE(S) Standard Concentrated Loads (lb) Vert 4=142(F) 7=142(F) 14=327(F) 5=97(F) 6=97(F) 12-41(F) 11-327(F) 21=97(F) 23=97(F) 25=97(F) 26=-41(F) 27-41(F) 28=41(F) 29=-41(F) AWARNING- Vartry daslpn pommaforsand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE /I9-7473lay. IOW,2015 BEFORE USE. Design vabd for use only with MTek® connectors. This design is based only upon parameters shown, and is for on individual budding component, not me a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design uno the overall building design Bracing indicated is to prevent bucking of oulmdual truss web and/or chord members only. Additional temporary and permanent bracing (F11.,T . is &Ways required for stability and to prevent ceaapse with possible personal injury and property damage. For general guidance regarding the A. fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSVrPil Quality Criteria, DS829 and SCSI Building Component 69W Parke East Bald. Safety Information available from Truss Plate Imitates, 218 N. Lee Strew, Suns 312. Alexandria, VA 22314. Tampa, FL 36610 1140-Fan08 Lumber. Bartow, FL 8 130 s Oct 26 2017 Mi -Tek Industries, Inc Thu Jan 25 09 0326 2018 Page 1 I D:LwgEfgAb9YkKlRKdr2TZXPzS7xJ-VIzw5_R_4aFZ4m17f1NRvAiU)M2CTvv887oepXEznNF 1-0-0 Scale = 1:10.6 LOADING (psq SPACING- tUss Type Oty Py Park Sq Hmsl SorrantoAorC 2078T0'b"'fUSs 1.25 TC 0.13 TCDL 10.0 13050518 1.25 W ACK 1 1 It Reference (ODhonall 1140-Fan08 Lumber. Bartow, FL 8 130 s Oct 26 2017 Mi -Tek Industries, Inc Thu Jan 25 09 0326 2018 Page 1 I D:LwgEfgAb9YkKlRKdr2TZXPzS7xJ-VIzw5_R_4aFZ4m17f1NRvAiU)M2CTvv887oepXEznNF 1-0-0 Scale = 1:10.6 LOADING (psq SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 5=149/04-0, 3=12/Mechanical, 4-1/Mechanical Max Hors 5=64(LC 12) Max Uplift 5=-44(LC 12), 3z12(LC 9), 4=16(LC 12) Max Grav 5=149(LC 1), 3=5(LC 10), 4=14(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/den L/d PLATES GRIP Veri(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 6 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf: BCDL-3.Opsf; h=25ft; 8=45ft; L=24ft; eave=411; Cat. II; Exp B; Enc., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone; cantilever left exposed; end vertical len exposed;C-C for members and forces d 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 bads. 3) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 364 tall by 2.0-0 wide will lid between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 44 Ib uplrft at joint 5, 12 Ib uplift at joint 3 and 16 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic e 62Qpies. IJoaq i}trVelei:PENe;81' MTek {1SA; IBc Ki ert68 babiF- 6904'P.'rlii':EekBAd.Tii FL•17610 January 25,2018 WARNING • Vedly design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M/F7473 rev. f0A3R015 BEFORE USE. won Design valid for use orgy With MReIC& t:Onneaora. This design is based only upon parameters shown, and is for an rnds"dual buildup componem, not a buss system. Before use. the building designer must vent' the applKabtlrty of design parameters and properly Morp"o this design into the overall buildup design. Bracing rndcated is to prevent budding of rndrodual truss web and/or chord members only. Addrlronal temporary and permanent bracing is always required for stabday and to prevent collapse with possible personal injury and property damage For general guidance regarding the •i rl faDnulan. Storage, deWery, erearon and breang of trusses and truss systems, see ANSVIPII Quality Criteria, DSB29 and SCSI Building Component 69W Parke East Blvd, Safety Information available from Truss Plate Inslkute, 218 N. Lee Street. Suite 312. Nexandna, VA 22314. Tamps, FL 36610 Job Truss cuss Type Ory Py Park Sq Hms/ Sorrento-AorC 2078 CSI. DEFL. in loc) I/den L/d PLATES GRIP TCLL 20.0 7130505191) 9 P2078AC Cil JACK 18 1 Lumber DOL 1.25 Mid•Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:38 2018 Page 1 ID LwgEfgAb9YkKfRKdr'tTZXPzS7xJ-g0I2YgFZzlSpd7PSDovaCXogezGpVrBSSdKniazngl I •t•0.0 I 1-0-0 1-0-0 2x4 = Scale = 1:7.0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph, TCDL-4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone;C-C for members and forces 3 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 bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oo.aj?y electronic copies. IJoagllrrtVelei PE.4"818M lifell.5,4,'IOc I cit • , _ 691M'Pirrki:EeltBNd Se'FL'•»610 January 25,2018 WARNING • Verify dsslyn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE N&7473 rev 1G 00MIS BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters sham, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall No budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing isis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1LY ti fabrication, storage, delivery, erection and bracing of trusses and truss "ems, see ANSIITKI Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Bald. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Ale»ndna, VA 22314. Tampa, FL 36610 1-0-0I It i LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/den L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 >999 160 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a Ma BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 5 Ib FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/sae) 3=10/Mechanical, 2=130/0.3.8, 4=0/Mechanicel Max Hors 2=42(LC 12) Max Uplift 3=3(LC 9), 2=73(LC 12) Max Grav 3=11(LC 17), 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph, TCDL-4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) zone;C-C for members and forces 3 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 bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oo.aj?y electronic copies. IJoagllrrtVelei PE.4"818M lifell.5,4,'IOc I cit • , _ 691M'Pirrki:EeltBNd Se'FL'•»610 January 25,2018 WARNING • Verify dsslyn parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE N&7473 rev 1G 00MIS BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters sham, and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall No budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing isis always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1LYti fabrication, storage, delivery, erection and bracing of trusses and truss "ems, see ANSIITKI Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Bald. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Ale»ndna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty m/Park Sq Hms/ Sorrento-AorC 2078 LOADING (psi) SPACING- 2-0.0 CSI. 713050520 P207SAC C.13 JACK 16 1Reference ootionah Mid-Floride Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07 42:39 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-8csOmAGgk3agF9_enWOplkLrl Nbt EwRbNH3KFOzngk t-0-0 3-0.0 t-0-0 3-0.0 Scale 1'=1' 2x4 = LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=71 /Mechanical, 2=188/0-3-8, 4-36/Mechanical Max Horz 2=74(LC 12) Max Uplift 3=34(1.0 12), 2=-66(LC 12) Max Grey 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 30-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=4511, L=24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2.0.0. Interior(1) 2.0.0 to 2-11-4 zone;C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at Joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified ot)•any electronic cgpies. oaqq lir4Vele;'PENoW81d2' Q904'hsl'rka`EekBNdStifn iL••3 810. January 25,2018 O WARNING • Verily design paramirt. and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE MIF7473 n e. 10=0/3 BEFORE USE Design valid for use only with MiTekm connector$. This design is based only upon parameters Mown, and is for an individual budding component, not a truss system Before use, the bu#dng designer must vent' the applicability of design parameters and property incorporate this design into the overall is budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing IRAnT' ' Is oMays required for stabldy and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1U]15 i la incMion, storage, delivery, erection and bracing of torsos and truss systems, see ANSVTPn Quality Criteria, DSBa! and SCSI Building Component 6104 Parke Fara Blvd Safety Intormallon avallable from Truss F1ate Inslawa. 216 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610 3-0-0 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) 0.00 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Verl(CT) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Inv YES we 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weigh: 11 Ib FT - 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=71 /Mechanical, 2=188/0-3-8, 4-36/Mechanical Max Horz 2=74(LC 12) Max Uplift 3=34(1.0 12), 2=-66(LC 12) Max Grey 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. BRACING - TOP CHORD Structural wood sheathing directly applied or 30-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=4511, L=24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2.0.0. Interior(1) 2.0.0 to 2-11-4 zone;C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 100 lb uplift at Joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified ot)•any electronic cgpies. oaqq lir4Vele;'PENoW81d2' Q904'hsl'rka`EekBNdStifn iL••3 810. January 25,2018 O WARNING • Verily design paramirt. and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE MIF7473 n e. 10=0/3 BEFORE USE Design valid for use only with MiTekm connector$. This design is based only upon parameters Mown, and is for an individual budding component, not a truss system Before use, the bu#dng designer must vent' the applicability of design parameters and property incorporate this design into the overall is budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing IRAnT' ' Is oMays required for stabldy and to prevent collapse with possible personal injury and property damage For general guidance regarding the 1U]15 i la incMion, storage, delivery, erection and bracing of torsos and truss systems, see ANSVTPn Quality Criteria, DSBa! and SCSI Building Component 6104 Parke Fara Blvd Safety Intormallon avallable from Truss F1ate Inslawa. 216 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Tens Truss Type Oty Park Sq Hms/ Sorrento-AorC 2078 t LOADING (psf) SPACING- 2.0-0 ly 713050521 P2078AC CJ4 JACK 1 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 Job Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:39 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-$mQmAGgk3egF9 enWOplkLoINZIEwRbNH3KFOzngk 4.7.8 4-7.8 Scale = 1:17.1 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=183/0-3.8, 2=123/Mechanical, 3=59/Mechanical Max Hors 1=76(LC 12) Max Uplift 1=21(LC 12), 2=-65(LC 12), 3-1 (LC 12) Max Grav 1=183(LC 1), 2=123(LC 1), 3=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10: Vuh=140mph (3 -second gust) Vasd-108mph, TCDL-4.2psf; BCDL=3.Opsf; h-25ft; B=4511; L=2411; eave=oft; Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3.0-0 to 4-612 zone;C-C for members and forces d 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 24)-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o,0,apy electronic e4pies. 7oti ir4Velez'PE'Na6611t2at diTek iSl4'Irtc.L'Ceil_68 :011336161r MOO' rks`EAt:Blvd:T6fn F3610. January 25,2018 Q WARNING • VerNy design penmer. end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE N&7473 ray. 10A1=01S BEFORE USE. Design valid for use only with MRe dib connectors. This design Is based only upon parameters shown, and is for an Individual building compimerd, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the ovetW MR budding design. Bracing indicated is to prevent bucidrng of individual truss web and/or chord members only. Additional temporary and permanent bracing j is always r"vered for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the SIM fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVrPh Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Bald. Safety Information avi dable from Truss Plate Institute. 218 N Lee Street. Sues 312, Alexandria. VA 22314 Tampa, FL 38610 30 = r 4-7.a 4.7-8 t LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.25 Verl(CT) 0.05 3.6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 15 Ib FT - 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=183/0-3.8, 2=123/Mechanical, 3=59/Mechanical Max Hors 1=76(LC 12) Max Uplift 1=21(LC 12), 2=-65(LC 12), 3-1 (LC 12) Max Grav 1=183(LC 1), 2=123(LC 1), 3=86(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10: Vuh=140mph (3 -second gust) Vasd-108mph, TCDL-4.2psf; BCDL=3.Opsf; h-25ft; B=4511; L=2411; eave=oft; Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3.0-0 to 4-612 zone;C-C for members and forces d 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 24)-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o,0,apy electronic e4pies. 7oti ir4Velez'PE'Na6611t2at diTek iSl4'Irtc.L'Ceil_68 :011336161r MOO' rks`EAt:Blvd:T6fn F3610. January 25,2018 Q WARNING • VerNy design penmer. end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE N&7473 ray. 10A1=01S BEFORE USE. Design valid for use only with MRe dib connectors. This design Is based only upon parameters shown, and is for an Individual building compimerd, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the ovetW MR budding design. Bracing indicated is to prevent bucidrng of individual truss web and/or chord members only. Additional temporary and permanent bracing j is always r"vered for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the SIM fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVrPh Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Bald. Safety Information avi dable from Truss Plate Institute. 218 N Lee Street. Sues 312, Alexandria. VA 22314 Tampa, FL 38610 Job Truss Truss Type Oty Py Parc Sq Hms/ Sorrento-AorC 2078 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 713050522 P2078AC CJS JACK 15 1 Lumber DOL 1.25 BC 0.26 Veff(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 25 07 42:40 2018 1-0.0 20 = Scale = 1:17.0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind ASCE 7-10: Vuh=140mph (3 -second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.0pst; h=25f1; B=4511; L=2411; eave=4f1, Cat. II, Exp B; Encl., GCpl=0.18, MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonc:oncurrent with any other live loads. 3) r 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 Id between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op any electronic r pies. oa" 1 flet? o':68182, life 6SA; Irjc 4. eit 6 y mo4'P'reitBhdStiR1 FL•33610. D I. ., January 25,2018 0 WARNINO • Vairydwign penmerers and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE W47473 rw. I&MOfS BEFORE USE. Design valid for use only with WTek6i conneaors. 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 vent' the appicabday of design parameters and property incorporate this design into the overall buildup design. Bhang indicated is to prevent bucldrng of individual truss web anWor acrd members only. Additional temporary and permanent bracing IItAwT is always required for stabilty and to prevent coWltse with possible personal injury and property damage. For general guidance regarding the i l fabrrcahon, storage, delivery, ereanon and bhang of trusses and tont systems, see ANSVMi Quality Criteria, DS849 and BCSI Building Component 6904 Parke Fast BW Safety Information available from Tens Plate Institute. 218 N Lee Street. Sude 312, Alexandria. VA 22314 Tampa• FL 36610 s.o.o LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Veff(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=127/Mechanical, 2=264/0-3-8,4=64/Mechanical Max Hors 2=108(LC 12) Max Uplift 3=64(LC 12), 2=73(1_C 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind ASCE 7-10: Vuh=140mph (3 -second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.0pst; h=25f1; B=4511; L=2411; eave=4f1, Cat. II, Exp B; Encl., GCpl=0.18, MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonc:oncurrent with any other live loads. 3) r 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 Id between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op any electronic r pies. oa" 1 flet? o':68182, life 6SA; Irjc 4. eit 6 y mo4'P'reitBhdStiR1 FL•33610. D I. ., January 25,2018 0 WARNINO • Vairydwign penmerers and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE W47473 rw. I&MOfS BEFORE USE. Design valid for use only with WTek6i conneaors. 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 vent' the appicabday of design parameters and property incorporate this design into the overall buildup design. Bhang indicated is to prevent bucldrng of individual truss web anWor acrd members only. Additional temporary and permanent bracing IItAwT is always required for stabilty and to prevent coWltse with possible personal injury and property damage. For general guidance regarding the i l fabrrcahon, storage, delivery, ereanon and bhang of trusses and tont systems, see ANSVMi Quality Criteria, DS849 and BCSI Building Component 6904 Parke Fast BW Safety Information available from Tens Plate Institute. 218 N Lee Street. Sude 312, Alexandria. VA 22314 Tampa• FL 36610 Job Truss Truss Type Oy LOADING (psf) SPACING- 1-4-0 CSI. DEFL. Park Sq HMS/ Sorrento-AorC 2078 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.42 15.16 >582 360 MT20 2441190 jP'y 713050523 P207SAC D1 SPECIAL 1 II; Exp B, End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding. Weight: 368 Ib FT = 200.6 Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:41 2018 Page 1 ID:LwgEfgAb9YkK02Kdr2TZXPzS7xJ-47 ABslxFggOUT81uxTHggOzwASbeguqbYRKvzngi 1-0-0 S3.0 9.11 11.1 0.9 13.116 16-0. 2-0 3 - tat -0 22M 5.31-0-0 0 4-" 1-11-1 20.1 .6213 .13 2-2-0 Scale a 1:37.8 20 II n 30 = 8xtD = 5x5 11 BAD MT20HS = 40 = 2x4 11 5x14 = 5x8MT20HS 1 5 3 D 1 x11 9 1 11.10.9 5.3-0 4AA 1-11-1 1 13-111 1 19.0 1 1&1-0 + 20 31 2-0.13 2-0.13 2.613 2.21 Plate Offsets fX.YI- 15:03.12.0-3-41.111:Edae.0-3-81.115 65-O.Edoel.117:0-5-0.Edoel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) 0.42 15.16 >582 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.72 15.16 >337 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.91 Holz(CT) 0.07 11 n/a We 4) Wind: ASCE 7-10; Vun=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf, h=25ft; 8=4511; L=24n; eave=4f; Cat. BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS II; Exp B, End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding. Weight: 368 Ib FT = 200.6 LUMBER- BRACING - signed and sealed and the TOP CHORD 20 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-67 oc puffins, 5-10: 20 SP NoA D except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 *Except* 171if1 Int SQL Lirt 68 3.,g.3_ 10-11,3-17.3-5,615,7-14,6.13,9-12: 2x4 SP No.3 6901'p'rliisEekBkd Se FG338/D, REACTIONS. (Ib/sae) 11=5533/0-3-8, 2=2397/0 -BA Max Horz 2=1543(LC 8) 71 Max Uplift 11=1954(LC 5), 2=510(LC 5) January 25,2018 Max Grav 11=6575(LC 13), 2=2612(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=5924/1250, 3-4=494/239, 5-16=-780/254, 5-6-25866/8266, 6-7=-25874/8269, 7-8=24846/7713, 69=11258/3380, 9-10--11256/3380,10-11-5824/1738 BOT CHORD 2-17-2560/6062,16-17-7215122186, 15.16=7946/23843, 14-15=7713/24846, 13.14=6193120341, 12-13=6193/20341, 11-12=235/791 WEBS 3.17=-1258/4390, 35=5660/1672, 5.17=16475/4756, 615=1496/486, 7-14=2116!!10, 613=99/390, 9-12=1474/416, 5-15=35312257, 7-15=-615/1132, 1612=3468/11541, 8-12-10011/3101, 614=1675/4966 NOTES - 1) 3 -ply truss to be connected together with 10d (0.131"x3") nails as follows, Top chords connected as follows: 2x4 - 1 row a167-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. This item has beenWebsconnectedasfollows: 20 - 1 row at 69-0 oc. 2) All loads are considered equally applied to all plies, except 0 noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. sealed by Velez, Joaquin, PE 3) Unbalanced root live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-10; Vun=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf, h=25ft; 8=4511; L=24n; eave=4f; Cat. glinted copies of thisII; Exp B, End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water ponding. document are not considered 6) All plates are MT20 plates unless otherwise indicated signed and sealed and the 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signature must be Verified 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide O,O anY electroPic e4pjes. will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (l1=1b) JosIn iVelez:R&No8182 iSA, 11=1954, 2=510. 171if1 Int SQL Lirt 68 3.,g.3_ 6901'p'rliisEekBkd Se FG338/D, 10) Girder carries tie-in span(s). 27-0.0 from 10-0-0 to 2638- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loed(s) . The design/selection of such 71 connection device(s) is the responsibility of others. January 25,2018 QWARNINO • Verily desion parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE I16I.7473 rev. 100.!015 BEFORE USE. Design valid for use only with MiTNtm 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 ire* the overall No building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (ILIInT" is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidence regarding the i a ll fabrication, storage, delivery. ereciron and bracing of trusses Arid truss systems, see ANSVIPII Quality criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InsiiMe. 218 N. Lee Street, Suite 312, Alexandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Py Park Sq HITS/ Sorrento-AorC 2078 713050523 P2078AC D1 SPECIAL 1 q Job Reference (oplionall Mid -Florida Lumber, Bartow. FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Undoirn Loads (plf) Vett: 1-4-40, 5-10=-673, 2-11=13 Concentrated Loads (lb) Vert: 5-275 8.130 s Sep 15 2017 MTek Industries. Inc Thu Jan 25 07:42:412018 Page 2 ID:L"E/gAb9YkKfRKdr2TZXPzS7xJ-47_ABsi xFggOUT81 uxTHg9OzwA56egugbYRKvzngi WARNING • Verlly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE WO -7472 rev. 10A1=0/5 BEFORE USE. Design valid for use only with Mrielt® connectors. This design is based only upon parameters sham. and rs for an individual building component, not a toes system. Before use, the building t' Nandpdesignermustvent' applicability of design parameters property incorporate this design into the overall balding design. Bracing indicated is to prevent buctUrng of individual truss Web and/or pard members only. Additional temporary and permanent bracing I T" is ahvays required for SIWMy and to prMM collapse With Possible personal injury and property damage. For general guidance regarding the III fabrication, storage, dekvery, erection and bracing of trusses and truss systems, see ANSVrPIf 0"llty Criteria, DSBa9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instates, 218 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq Hms/ Sorrento-AorC 2078 BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10.6 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/sae) 7=810/063-8.2=873/0-8.0 IPly 713050524 P2078AC D2 HIP 1 1 all Mid -Florida Lumber. Banow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:412018 Page 1 ID:LwgEfgAb9YkKIRKdr2TZXPzS7xJ-4? ABslxFggOUT81uxTHg905gA8Uo3ugbYRKvzrtgl 1-0-0 4.9.492 It-" 15.1012 20.3.8 1-0-0 4-94 4.2-12 2$0 4.2-12 4.4-12 Scale - 1.35.1 4x4 = 47r8 = 4x4 = 3x8 = 04 = 30 = 40 LOADING (psf) SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/rP12014 CSI. DEFL. in (loc) Well Ud TC 0.46 Ven(LL) -0.14 10.16 >999 240 BC 0.69 Vert(CT) -0.31 10-16 >788 180 WB 0.18 Horz(CT) 0.03 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 100 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10.6 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/sae) 7=810/063-8.2=873/0-8.0 Max Horz 2=94(LC 11) Max Uplift 7=192(1_C 12), 2-237(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1404/529, 3-4=1092/411, 4-5=9221412, 5.6-1070/407, 6-7=1353/501 BOT CHORD 2-10=441/1236, 8-10=220/906, 7-8=399/1162 WEBS 3-10=365/229, 4-10=-80/308, 5.8=52/264, 6.8305/208 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3 Opsf; h=2511; B=4511; L=24R; eave=oft; Cal. Il; Exp B: Encl., GCpi=0.18: MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0.0, Intenor(1) 2-0.0 to 9.0.0, Exterior(2) 9-0.0 to 11-8-0. Interior(1) 16-0-11 to 20-3-8 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -11.60 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 rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (p=1b) This item has been7=192.2=237. electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified 00.aj,y electronic e9pies. oaq igVelez PE IbK8102 MiTt{=1¢A1'f0e Cert 69o1'l' "ffi;' 81%47a 103610 January 25,2018 AWARNING • Verity dsalgn parameters and READ NOTES ON THIS AND INCLUDED aarEK REFERENCE PAGE 11/117475 rev. 100MI S BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shoam, and is for an indmdual building component. not a truss system. Before use. the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall buildup design. Bracing indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing :T '"' is always required for stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the til bbnrabon, storage. delivery, erection and bracing of trusses and Inns systems, ase ANSUTPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke Fast BIW Salary Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Plate Offsets (X.YI- 18:0-0 0.0.1-41 Park Sq Hms/ Sorrento-AorC 2078 LOADING (psf) SPACING- 2-0.0 CSI, DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 9-11 >999 240 MT20 244/790 JPly 713050525 P207BAC D3 HIP 1 1 all Mid -Florida Lumber, Banow, FL. 8 130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07.42.42 2018 Page 1 ID:LwgEfgAb9YkKfRKdr'1TZXPzS7xJ-YBYZOCIZOyF6djDSeWNNzAnaS9RDD23Fl sLzrtgh 1-0-0 394 7-0-0 10.4-0 13.6.0 16-10-12 20.3.5 7-0-0 394 32-12 3.4.0 34-0 3.2-12 34-12 04 = 30 = 40 = 20 Scale - 1:35.6 04 = 3x6 = 4x4 = 3xe = 4x5 = 1 7.0.0 I 13A0 20.1-81 7.0.0 64-0 6.7-8 Plate Offsets (X.YI- 18:0-0 0.0.1-41 LOADING (psf) SPACING- 2-0.0 CSI, DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 9-11 >999 240 MT20 244/790 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Ven(CT) -0.28 9-11 >863 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.32 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 100 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.67 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling direly applied or 7-3-6 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (Ib/size) 8=1499/0-3.8, 2=1537/0-8-0 Max Horz 2=75(LC 7) Max Uplift 8=431 (LC 8), 2= 467(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3-2924/867, 3-4-2718/815, 4-5=2422!758, 5-6=2362!743, 67=26301795, 7-8=2750/821 BOT CHORD 2-11=738/2576, 9-11=745/2591, 69=686/2373 WEBS 3-11=267/111, 4-11=170/833, 5-11=301/162, 5-9=387/188, 69=154!771 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, VuR=140mph (3 -second gust) Vasd=108mph, TCDL-4.2psf; BCDL=3.Opsf; h=25f1, B=45f1; L=241t; eave=oft; Cat. II; Exp B, Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent 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. This item has been6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=431, 267. electronically signed and 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 Ib up at sealed by Velez, Joaquin, PE 7-00, 97 Ib down and 106 lb up at 9-0-12.97 Ib down and 106 Ib up at 104-0, and 97 Ib down and 106 Ib up at 11-74, and 189 Ib using a Digital Signature. down and 204 Ib up at 138-0 on top chord, and 327 Ib down and 97 Ib up at 7-0.0, 66 Ib down at 9.0-12, 66 lb down at 10-4-0, Printed copies Of thispand66Ibdownat11-74, and 327 Ib down and 97 Ib up at 137-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the signature must be verified LOAD CASE(S) Standard o[I any elpetronic gpieS.ease=1.251) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Ina Undonn Loads (plf) dW6td2Velez'PEKQIRv ........-,... 7§A,`Ige::F L 6-8-60,12-15=20 MTofl er168 Vert: 1-4-60,4-6=40, 6904'PQrkr'•EakBMd Taib iFL33610 Concentrated Loads (Ib) Ven: 4=142(F) 6=142(F) 11=327(F) 5=97(F) 9=327(F) 19=97(F) 20=97(F) 21=-41(F) 22=-41(F) 23=41(F) D January 25,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE WI -7473 rev. t00111Y1013 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and U for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall WK building design. Braong indicated t6 to prevent bucidrng of individual truss web and/or chord members only. Additional temporary and permanent bracing :rT" I always required for slabrlay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSBt! and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insmute. 218 N. Lee Street. Surie 312, Almndna. VA 22314. Tamps, FL 36610 Job Truss Truss Type oy 20.0 Park Sq Hms/ Sorrento-AoIC 2078 1.25 TCDL 10.0 I 1ply 713050526 P2078AC Et COMMON I 1 all Mid -Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:43 2018 Page 1 ID:LwgEfgAb9YkKfRKdr'lTZXPzS7xJ-005xcYJBnH46kmIPOLVIveWrg_wvAjKBlv1 YOnzrigg 1-0-0 5-0-0 10.0.0 t-0-0 5-0-0 5-0-0 04 = Scale. 1R -=V 3x4 11 4x8 = 6 3x4 11 LOADING (pact SPACING- 2.0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TP12014 CSI. DEFL. in loc) I/dell Ud TC 0.37 Vert(LL) 0.01 7-8 999 240 BC 0.21 Vert(CT) 0.03 7-8 999 180 WB 0.07 Horz(CT) 0.00 6 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 8-457/0-4-0, 6=457/0.8-0 Max Horz 8=57(LC 11) Max Uplift 9=157(LC 12), 6=157(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=420/248,3-4=420/248,4-6=413/330,2-8-413/330 PLATES GRIP MT20 244/190 Weight. 55 Ib FT - 20% Structural wood sheathing direly applied or 6.0.0 oc purlins, except end verticals. 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; Vuh-140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; 8=458; L=24R; eave=oft; Cat. II; Exp B; Pan. End., GCpi=0.55, MWFRS (directional) and C -C Exterior(2) -1-0.0 to 2-0-0, Intenor(1) 2-0.0 to 5-0-0, Extenor(2) S-" to 8-0-0 zone, cantilever left exposed ;C -C for members and forces d 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 nonconeurrent 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 f4 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 joints) except @-lb) 8-157,6=157. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,apy e,1pctronie e4pies. IJoa irttif PE Io68/d2 IIF1ek 15A;'Ii1e L CeR 68 y_ Q904'Pirrki`:EaitBhd.Ttifn FC•33810 January 25,2018 0 WARNING - Verity design paramerera and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE WL7473 rine. /000312015 BEFORE USE. Design valid for use or*y with MITek® connectors. This design is based only upon parameters shown, end is for an IndrAdual building component, not a truss system. Before use, the building designer must verily the eppbceWry of design parameters and properly incorporate this design into the overall MR building design. Bracing Indicated is to prevem buctdmg of individual 1ruu Web andlor Nord members only Additional temporary and permanent bracing is Ways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East SM. Safety Information available from Truss pine InsteNe. 218 N Lee Street. Suite 312. Alexandria. VA 22314, Tampa, FL 36610 Job Truss Truss Type City Py Park Sq Hms/Sorrento-AorC 2078 11; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL -1.60 plate grip DOL=1.60 LOADING (psf) SPACING- 2-0-0 CSI. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 713050527 P2078AC E2 HIP 1 1 Vert(LL) 0.01 Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07.42:44 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJ-UafJptKpYbCzLwsca30So2gGOHcv9GKWZn5xEzrlgl 1-0-0 3-04 7.0-0 10." 114)0 1-0-0 3-0-0 4-0d 3-0-0 4x9 = 041 = ax+ Scate = 122 6 1 2.&0 4-0-0 1) Unbalanced roof live loads have been considered for this design. 3Q0 Plate Offsets MYI- 13:0.5-0.0-2-01 11; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL -1.60 plate grip DOL=1.60 LOADING (psf) SPACING- 2-0-0 CSI. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0Plate Gnp DOL 1.25 TC 0.25 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jl=Ib) Vert(LL) 0.01 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 30.0, and 9 Ib down and 76 Ib up at 5-0.0, and 65 Ib down and 182 Ib up at 7-0.0 on top chord, and 26111 down and 30 Ib up at Verl(CT) -0.02 8.9 >999 180 electronically signed and BCLL 0.0 ' Rep Stress Ina NO WB 0.15 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). Hors(CT) 0.00 7 n/a n/a Printed copies of this BCDL 10.0 Code FSC2017/rP12014 Matrix -MS Uniform Loads (plf) signed and sealed and the Vert 1-2-60,2-3=-60.3-4=-60,4-5=-60.5-6=-60,7-10=20 Weight: 56 Ib FT = 20% LUMBER- electroniccop.ary egctroflic eQpies. y BRACING - IJoaq e t:C! TOP CHORD 20 SP No.2 MiTek,iA, lOc /661 6904Ptr i`EeitBlvd.jtifih TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, BOT CHORD 20 SP No.2 January 25,2018 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 10=497/0-4-0, 7=497/0-8-0 Max Hors 10=39(LC 6) Max Uplift 10=250(LC 8), 7-250(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=501/278, 3-4=411/267, 4-5=501/277, 5-7=469/256, 2-10=-469/257 BOT CHORD 8-9=209/411 WEBS 5-6-212/406, 2-9-213/406 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vud=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0psf; h-15ff; B=4511; L-24ft; eave=off; Cat. 11; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional); cantilever left exposed; Lumber DOL -1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding; 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 36-0 tall by 2-0-0 wide will Id between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jl=Ib) 10=250,7=250. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 Ib down and 182 Ib up at This item has been30.0, and 9 Ib down and 76 Ib up at 5-0.0, and 65 Ib down and 182 Ib up at 7-0.0 on top chord, and 26111 down and 30 Ib up at and 12 Ib down and 13 Ib up at 5.0.0, and 26 lb down and 30 Ib up at 6-11-4 on bottom chord. The design/selection of such electronically signed and connection device(s) is the responsibility of others. sealed by Velez, Joaquin, PE 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert 1-2-60,2-3=-60.3-4=-60,4-5=-60.5-6=-60,7-10=20 signature must be verified Concentrated Loads (Ib) electroniccop.ary egctroflic eQpies. yVern3=18(F) 4=-18(F) 9=-14(F) 8-14(F) 12-9(F) 14-8(F) IJoaq e t:C! MiTek,iA, lOc /661 6904Ptr i`EeitBlvd.jtifih FL 33610. January 25,2018 0 WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED W"K REFERENCE PAGE W;-7473 rev. 1OCM15 BEFORE USE. Design valid for use only with MTek® conneclors. This design is based only upon parameters shown, and is for an tnfloWual budding component. not a truss system Before use, the budding designer must very the applicability of design parameters and property incorporate this design into the overall budding design. Bracing unhealed is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing 11UwT'" is sways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 5 ail fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIrtPN Quality Criteria, DSB49 and BCSI Building Component 6904 Party East Blvd. Safety Information available from Truss Plate Inst nine, 216 N. Lee Street, suns 312, Alexandria. VA 22314, Tampa, FL 36610 Job Truss Truss Type LOADING (psf) SPACING- 2-0.0 Park Sq Hms/ Sorrento-AorC 2078 DEFL. in loc) I/den Ud 10ty TCLL 40.0 Plate Grip DOL 1.00 ly 713050528 P2078AC F1 ROOF TRUSS 4 1job Reference (optional) Mid -Florida Lumber, Bartow, FL. 0-1.8 H! 14 1 5x6 = 1x3 = 1x3 = 4x8 = 1 2 5 4 8.130 S Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:42:45 2018 Page 1 ID:LwgEfgAb9YkKlRKdr2TZXPZS7xJ-ymDhODL RJvLgz4Ro7mXD77bn4nURePFUIDVNTg2r ige 210 30 = 3x8 FP= 3x3 = 1x3 II 3x3 = 3 4 5 6 7 Scale= 1:33.6 3x3 = 3x4 = 4x6 = 5x6 = 8 9 10 If qT 2x4 II 5x8 = 4x6 = 3x4 = 3x3 = 1x3 II 3x3 = 30 = 4x6 = 3x8 FP= 3x3 II 5x6 = 20.2.12 r 20.2.12 Plate Offsets (X.YI- 11'Edne.0-1 ll LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/den Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Ven(LL) -0.39 16 >613 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.71 Vert(CT) -0.54 18 >447 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -S Weight: 106 Ib FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2D(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP DSS(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-14: 2x4 SP No.2(flat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 23=1566/08-0, 12=1210/0.3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1532/0,11-12=1203/0,1-2-1550/0, 2-3=3838/0.3-5=5122/0.5-6=5496/0, 6-7-5496/0,7-8-5262/0.8-9=4501/0,9-10-3173/0,10-11-1248/0 BOT CHORD 21-22=0/2841, 2021=0/4607, 19-20=0/5425, 18.19=0/5496, 17-18=0/5496, 16.17=0/5017, 15-16=0/3959, 13-15=0/2362 WEBS 11-13=0/1662, 1-22=0/2107, 1013=1549/0, 2-22=1796/0, 1015-0/1129, 2-21=0/1386, 9-15=1093/0, 321=1070/0, 9-16 /754, 3-20=0/717, 8.16-718/0, 5-20=-479/0, 8.17=27/521, 5-19=313/500, 7-17=602/156 NOTES. 1) Unbalanced floor live bads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-tOd (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 This item has been Uniform Loads (plf) electronically signed and Vert: 23.26=85(F=75),12-26=10,1-11-100 sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and seated and the signature must be verified op.any electronic _pies. JoaQy ti Vele;'PE Idit8182 M'7eitubsi 'Irick C Cert 86 Q904'pirki:EeitBlTdtti 8.93610. Gari r. _L+ January 25,2018 0 WARNING • Varity design panimeters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE WF7173 rev. IGOOLWO15 BEFORE USE. Design valid for use only with Mnekm Connectors This design is based only upon parameters shorn, and Is for an individual budding component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design roto the overall budding design Bracing indicated is to prevent budding of individual truss web andlor chord members only Additional temporary and permanent bracing 11VIiiT '" 3always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the 1 11 ii i fabrication, storage, delivery. arecton and bracing of trusses and truss systems, elle ANSVrPIt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Bald. Safety Information available from Truss Plate Instaine. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Ory Py Park Sq Hms/ Sorrento-AorC 2078 713050529IP207BACF2ROOFTRUSS101 Job Reference (Ootionah Nrro-n0n01111 ulmoer, OanOw, rL. 1 a.14U s Sep 1J Zul l MI i ex 1nGUSUtes. Inc. 1 nu Jan Z.', 01:4Z:46 Zulu Page 1 ID:gR7GTgtGeHxJkx7yRAMor5yENlx-Rzn3EZL34CThbE0 hU2SXD8vBBpFNzed_IGC76zngd 1-5-8 Scale = 1.26.5 4x4 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 3x3 = 1x3 14x6 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 19 3x3 II 4x5 = 3x3 = 3x3 = 14 II 3x3 = 3x3 = 04 = 3x3 = I 2.911.0 2tm 0 I I 10.8.88 i 13 2 8 I 15 11A 2-80 SS28O 2-9-0 Plate Offsets (X.Y I1:Edoe.O 181, IB:O 1 8.Edael LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.23 12-13 >816 240 BCLL 0.0 Rep Stress Inv YES WB 0.55 Horz(CT) 0.04 9 We fila BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 84 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 20 SP No. 1(flat) except end verticals. WEBS 20 SP No.3(ffat) BOT CHORD Rigid ceiling directly applied or 104-0 oc bracing. REACTIONS. (Ib/size) 17=864/Mechanical, 9=858/03-8 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17-860/0, 8-9=-853/0,1-2=-86010, 2-3=2054/0, 3-4-2774/0.4-5-2774/0, 5-6-2671/0.6-7-2069/0, 7-8=856/0 BOT CHORD 15.16=0/1614, 14-15/2489, 13-14=0/2774, 12-13=0/2774, 11-12=0/2509, 1011=0/1607 WEBS 8-10=0/1104, 1-16=0/1145, 7-10=1044/0, 2-161049/0, 7-11=0/642, 2-15=0/612, 6-11=612/0, 3-15=-605/0, 6-12-0/333,3-14-0/581, 5-12=368/108 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 10.00 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 Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified go.any electronic c9pies. oa9L r rVele;'RFiNaSttd tAr 1, .;iia,.Igc CCert 66 6904'P rki-6W[iilvdYTe FCG13 R oir. January 25,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEif REFERENCE PAGE WF7473 rw. 101M015 BEFORE USE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shown, and is for an individual budding winponerd, not a truss system Before use. the budding designer must vent' the apps cabilay of design parameters and properly incorporate this design into the overall WS budding design Bracing indicated is to provers buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1WTOisalaerequiredforinjurypropertydamage. For general guidance regarding the •+••^iOalwayseqstabilityandtopreventcollapsecoalpossiblepersonalmuandro fabrication, storage, delivery. erection and bracing of trusses and buss systems. see ANSVIPN Quality Criteria, DSBdB and BCSI Building Component 6804 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suds 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type LOADING (psf) SPACING- 2.0.0 Hms! Sorrento-AorC 2078713050530 DEFL. in toe) Well L/d PLATES 10ty 7ftrkSq Gnp DOL 1.00 P2078AC FIA GABLE 1 244/190 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:46 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMor5yENIx-Rzn3EZL34CThbEO hU2SXD81UB?gN5h0IGC?6zrtgd Scale - 1:26.5 3 4 5 6 7 8 9 10 11 12 27 qT 26 25 24 23 22 21 20 19 /S 17 16 15 14 3x3 II 34 = 7.4.4 61-0 1_01.0 1-4.0 1." I." I." C." ' 0.7-8 0.64 0.1 1-2-8 11.4.0 1.40 1." 1." 4 1." ' LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in toe) Well L/d PLATES GRIP TCLL 40.0Plate Gnp DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Inv YES WS 0.03 HOrz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix -R Weight: 71 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flet) TOP CHORD Structural wood sheathing directly applied or 600 tic purlins, BOT CHORD 20 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 20 SP No.3(flat) REACTIONS. All bearings 15 11-8. lb) - Max Grav All reactions 250 Ib or less at joints) 26, 14, 20, 15, 16, 17, 18, 19, 25, 24, 23, 22, 21 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES - 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 1000 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any elpctronic i2 pies. yoa' iq/Vclez'PENiy(Btt NliTek 159;'Il c: l ext 68 f9Q4'Prrki':E61t Blyd TlitSt F036110. January 25,2018 WARNING • Verffy dasfgn paramaferaand READ NOTES ON THIS AND INCLUDED NTEK REFERENCE PAGE a0F7473 rev. 140=015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an individual budding component, not a cuss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building desgn. Bracing indicated is 10 prevent buckling of individual tons Web and/or chord members only. Additional temporary and permanent bracing 11UnT' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i 111 fabnral*n, storage, delivery, erection and bracing of cusses and truss "am$. see ANSIlTPN Quality Criteria, DS849 and BCSI Building Component 6904 Parke East SW Safety Information available from Truss Plate Inslkule. 218 N Lee Street. Suds 312. Alexandria, VA 22314, Tampa, FL 36810 Job Truss Truss Type Oy Py Park Sq Hms/ Sorrento-AorC 2078 I 713050531 P2078AC F3 ROOF TRUSS 17' 1 Job Reference (optionall mio-rfonde LUMDer, tsanow, I- L. 8.130 s sep 15 2017 MtiTeu Industries, Inc. Thu Jan 25 07.42 47 2018 Page t I D,gR7GTgtGeHxJkx7yRAMor5yE Nix-v9LSRvMhr%%bYCObAF BZh4Og5bbAd603nDX71XZzrtgc 1-30 1.2-8—1 Dl's 14%6 17 3x3 II 3x3 = 34 = 1x3 II 3x3 = 34 = 3x3 = 2 3 4 5 6 7 16 15 14 13 12 11 10 4x5 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 40 Scale = 1.261 4x6 = e B 3x3 = l 2-9.G I S3-0 I toss + 12.11 1 154-8 l 2-M 2li.o 5-2 2.60 2-9.0 Plate Offsets (X.Y)- 1111doe.0.1-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.16 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.21 12-13 >874 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix -S Weight: 83 Ib FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 20 SP No. 1(flat) except end verticals. WEBS 20 SP No.3(flet) BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. REACTIONS. (Ib/size) 17=850/Mechanical, 9=850/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17-846/0, 8-9=-844/0,11-2-444/0, 2-3=2011/0.3-4-2691/0,4-5--2691/0. 5-6-2599/0,6-7=202610, 7-8839/0 BOT CHORD 15-16=0/1584, 14-15=0/2431, 13-14=0/2691, 12-13=0/2691, 11-12=0/2449, 10-11=0/1580 WEBS 8-10-0/1117, 1-16=0/1123, 7-10=1030/0, 2-16-1030/0, 7-11-0/620, 2-15=0/594, 6-11=589/0, 3-15=-583/0, 6.12=0(312, 3.14=0/538, 5-12=338/112 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 3-10d (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 Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any elpctronic cgpies. Jt1lii ir4Velez'PENo;68182 liTik 7SA;'Irge'+FLC`ert68 v 69G0'P6-rki'Eelt.Bna.sd, ;F1a861G. January 25,2018 0 WARNING - Varlly deslign Parameters and READ NOTES ON THIS AND INCLUDED adTEK REFERENCE PAGE I101-7473 rev. I*/=*I S BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building componem, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall ME building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Additional temporary and permanent bracing IIL711' I:r rs shvays required ler stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the va .5 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMI Oualny Criteria, DS849 and BCSI Building Component 6901 Parke East SW Safety Information available from Truss plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Py Park Sq Hms/ Sorrento-AorC 2078 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-1 Od (0.131" X 3) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 713050532 P2078AC F3G ROOFTRUSS 1 1 This item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 sealed by Velez, Joaquin, PE Uniform Loads (ply all Mid -Florida Lumber, Bartow, FL. I 1140 IP&I 1x3 II 1x3 II 3x7 = 3x3 = 15x' 2 3 4 5 20 19 16 17 16 15 3x3 II 4x5 = 30 = 3x3 II 3x3 = 3x41 = 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:47 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMorSyENlx-v9LSRvMhrMYCObAFBZh4OgORbAv6M1 nDX?IXz7Agc 15— Scale = 1.26.1 3x3 = 3x3 = 3x3 = 8 7 a 14 13 12 11 1x3 II 1.3 II 3x3 = 4x5 = 4x6 = 9 10 3x3 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Veri(LL) -0.21 14-15 >865 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.29 14-15 >633 240 BCLL 0.0 Rep Stress Inv NO WS 0.79 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix -S Weight: 87 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 20=981/Mechanical, 10=888/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1066/0, 9.10=887/0, 1-2=1274/0, 2-3=1274/0, 3-4=1274/0, 4-5=2648/0, 5-6=2936/0, 6-7=2760/0, 7.8=2137/0, 8-9=-W5/0 BOT CHORD 18-19=0/1274, 17-18-0/2353, 16-17=0/2353, 15-16=0/2950, 14-15=0/2760, 13-14=0/2760, 12-13--0/2760,11-12=0/1651 WEBS 4-17=0/353, 1-19=0/1664, 4-18=1429/0, 2-19=517/0, 3-18=0/339, 9.11=0/1179, 4-16=0!398, 8-11=1064/0, 5-16=-427/0, 8-12/676, 7-12=-897/0, 6-15=0/417, 6-14=357/0, 7-13=0/380 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-" oc and fastened to each truss with 3-1 Od (0.131" X 3) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 Ib down at 3-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). This item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=1.00 sealed by Velez, Joaquin, PE Uniform Loads (ply using a Digital Signature. Vert: 10.20=10,1-9=100 Concentrated Loads Printed copies of this Vert: 17=1699((F) document are not considered signed and sealed and the signature must be verified op any elpctropie eQpies. Jos' i Velez'PENo.'tsUff MrTe 1Sl4'IgcyF Cert6E 4 6904'P rlir`.EetBNd SesiirLiCORS0. iD'ete t+ January 25,2018 WARNING • V&W design paramafera and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MP7473 rev. 10A3l3015 BEFORE USE. Design valid for use only with MiT09 connectors. This design D based Only upon parameters shown, and is for an individual buildup component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall is bugling design. Bracing indicated is to prevent budding of mdmdual truss web and/or chord members only. Additional temporary and permanent bracing (gJI' is always r"vered for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the LMis fabrication. storage. delivery. erection and bracing of trvssa and truss systems, we ANSUTPII Quality Criteria, DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Thus Plate Institute, 218 N. Lee Street. Suite 312. Alexandna, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty w I Sq Hms/ Sorrento-AorC 2078 w _Itllllw Lid TCLL 40.0 Y lyPark 713050533 P2078AC F4 ROOFTRUSS 5 1 Lumber DOL 1.00 MI0+101108 Lumoer, rsanow, I'L. 14 13 0.1-e H I— 1' 1.8-4 0.130 S Sep 15 2017 MI -Tek Industries. Inc. Thu Jan 25 07:42:48 2018 Page 1 ID.LwgEfgAb9YkKIRKdr2TZXPzS7xJ-NLYONKcgiPgYANpv5wceDlu7 bnawRBU4?zngb 3x3 = 14 II 1x3 II 3x3 = 3x8 = 13X — 2 3 4 5 6 LOADING (psf) SPACING- 2-0.0 CSI. w IYI— Y w I loc) w _Itllllw Lid TCLL 40.0 Y TC 0.40 Y Y—Y 0.04 8-9 999 3 TCDL 10.0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) III Lid TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.04 8-9 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) 0.05 8-9 999 240 BCLL 0.0 Rep Suess Ina YES WS 0.30 HOR(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix -S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(ftet) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) 'Except' BOT CHORD 1-12,6-7:2x4 SP No.2(flat) REACTIONS. (Ib/size) 12-529/0-8-0.7=529/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=525/0, 67=525/0, 1-2=-455/0, 2-3=1029/0, 3-4=1029/0, 4-5=1029/0, 5-6=474/0 BOT CHORD 10-11-0/865,9-10=011029,8-9=0/880 WEBS 6-8=0/631, 1-11=0/618, 5-8=-566/0, 2-11=57110, 5-9=0/341, 2-10=0/354 3x3 II PLATES GRIP MT20 244/190 Weight, 53 Ib FT - 20%F, 11 %E Structural wood sheathing directly applied or 60-0 oc purbns, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op:any elBctroni.q copies. I,7g . MiT{1SA;'Inc.L ei1666904'P-rka`.Ee t BMd~ TeR1 FL 73610. January 25,2018 OWARNING . Verily design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11010-7473 rev /dW,7015 BEFORE USE. Design vabd for use only with Walk* 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 vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buctding of indmitual lass web and/or chord members only Additional temporary and permanent bracing 114'AnT'" rs 11tH required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the i O fabrication• storage, delivery, erection and bracing of trusses and Wes "am$, see ANSIRPN Quality (Melo, 01 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pima Insldule. 218 N. Lee Street. Suite 312. Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty DEFL. in Park Sq Hms/ Sorrento-AorC 2078 PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 IPlyI 713050534 P207SAC F4A GABLE 1 1Job Reference (opl*nall Mid-Flonde Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07:4Z:48 Z018 Page 1 ID:LwgElgAb9YkKfRKdr2TZXPzS7xJ 4 YTCsbOyN71GShIZMcc99rmYIPOMZS03grtJscRzrtga Scale = 1 17.5 3x3 I I 1x3 I I 14 11 1x3 I I 1x3 11 1x3 11 1x3 11 1x3 I I 3x3 11 1 2 3 4 5 6 7 8 9 18 17 16 3x3 II 1x3 II 14 II 15 14 13 1x3 II 1x3 II 1x3 II 12 11 10 14 II 1x3 11 3x3 II LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Verl(CT) n/a n/a 999 BCLL 0.0 Rep SVess Ina YES WS 0.03 Horz(CT) 0.00 10 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix -R Weight, 46 Ib FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0.0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 20 SP No.3(1191) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 20 SP No.3(fkd) REACTIONS. All bearings 9812. lb) - Max Grav All reactions 250 Ib or less at joints) 18, 10, 14, 11, 12, 13, 17, 16, 15 FORCES. (Ib) - Max. Comp./Max. Ten. - All faces 250 (lb) or less except when shown. NOTES - 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 14-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.00 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. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified gp,any e ctroftic Qgpies. 7,otiv ir4Vdez'P $;6Eti2 tla7i'iisa;'ifael cen'seu . 6900'Plrrlie`:Ea tBhd Te FL'•93610. January 25,2018 O WARNING - Vaulty dasign parameters and READ NOTES ON THIS AND INCLUDED OTEK REFERENCE PAGE 111117473 rev. 101=015 BEFORE USE. Design valid for use only with MRekm connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the buWing designer MU33 verity the applicability of design parameters and property Inti pdrate this design into the overan building design. Bracing urticated is to provers buckling of individual truss web and/or chord members only Additional temporary and permanent bracing wT' is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the 11l faMution. storage• delivery. erection and bracing of trusses and truss systems, sae ANSU PN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East SW Safety Information available from Truss Plate Institute. 219 N. Lee Street, Suite 312• Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oty TCLL40.0 Sq Hms/ Sorremo-AorC 2078713050535 Plate Grip DOL 1.00 TC 0.98 TCDL VlyjPark Lumber DOL P2078AC F5 ROOFTRUSS 0.0 Rep Stress Ina NO Mid-FlOnda Lumber, eanow, FL. a1 -e 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:49 2018 Page 1 ID:LwgEfgAb9YkKiRKdr2TZXP2S7xJ-r CsbOyN7rGShIZMcc99rmKaPpXZNC3grUseRznga 1i— 1-8 1 Scale = t • 19.6 3x4 = 3x3 = 1x3 II 1x3 II 3x3 = 30 = 3x3 II 2 3 4 5 6 15 7 16 8 3x6 = LOADING (psf) SPACING- 2 0-0 CSI. TCLL40.0 Plate Grip DOL 1.00 TC 0.98 TCDL 10.0 Lumber DOL 1.00 BC 0.83 BCLL 0.0 Rep Stress Ina NO WB 0.37 BCDL 5.0 Code FBC2017/TP12014 Matrix -S DEFL. in (foe) I/dell Ud PLATES GRIP Vert(LL) -0.09 10.11 >999 360 MT20 244/190 Vert(CT) -0.11 10-11 >999 240 Horz(CT) 0.03 9 n/a n/a LUMBER- BRACING - TOP CHORD 20SP NOA(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (Ib/size) 14=7O2/1-10-8,9-979/Mechanical Max Grav 14=702(LC 1), 9=1134(LC 4) 3x8 = Weight: 65 Ib FT - 20%F, 1196E Structural wood sheathing directly applied or 4-10.14 OC purlins, except end verticals. Rigid ceiling direly applied or 10.0.0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1180/0, 3-4-1819/0.4-5=1819/0,5.6--1819/0,6-7-1531/0 BOT CHORD 13.14=0!743, 12-13=0/1594, 11-12=0/1819, 10-11=0/1853, 9.10=0/1156 WEBS 7-9=1539/0, 2-14=989/0, 7-10=0/595, 2-13-0/609, 6-10=544/0, 3-13=576/0, 6-11-355/285, 3-12=0/563, 4-12=280/0 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 sirongbacks, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 347 Ib down at 8-11-4, and 349 Ib down at 10.114 on top chord. The design/selection of such Connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14=-10, 1-8=100 Concentrated Loads (lb) Vert: 15=201(B) 16=202(8) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified 00 a' ajiy electronic pies. yoirgVelez:PE x66182 Mire USA,'IgcyFL CeR 6631.-.,_ • 6404•,;pjj rli9`Ee3:tBkd Sefn'FL_•33 610. January 25,2018 WARNING • VcUy deslpn parameters and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PAGE 11111067473 rev. 1OW12015 BEFORE USE. Design valid for use only with Me ekm conneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucidmp of individual wss web and/or chord members only. Additional temporary and permanent bracing IIUwT' L is always required for stability and to prevent collapse wi h possible personal injury and property damage For general guidance regarding the U a 1ll s.5 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPrt Quality Criteria, OSO-89 and SCSI Building Component 6904 Parke East BNB Safely Information available from Truss plate Instatie, 218 N. Lee Street. Suite 312. Allmridna• VA 22314. Tampa, FL 36610 Job Truss Truss Type City Py Park Sq Hms/ Sorrento-AorC 2078 SPACING- 2.0-0 CSI. DEFL. in hoc) Udefl Ud 713050536IP207SACF6ROOFTRUSS21 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. q 10 i 9 8.130 S Sep 15'017 MiTek Industries, Inc. Thu Jan 25 07:42:50 Z018 Page 1 ID:L%gEfgAb9YkKfRKdr2TZXPzS7xJ-Jk la4xPa8Rz64rKlwJ7o13lifoLHluVDVVE08tal9Z 0.1-8 3x8 H 3.) = 1-3-0 2 Itkp III 0.10.12 3 PX3 II 4 1.3 II 34 II scale - 1.9.4 REACTIONS. (Ib/sae) 8=211/0-7-4, 5=211/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 3-10d (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 Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oo,any elpctronicd2 e4pies. oaq iglVele:;PE o;681 Mrre,'ipc F I:ert P rKr`Ee3: W Telh .7— 61000 if)atti;r 'ti January 25,2018 O WARNING - VWW design pammera a and READ NOTES ON THIS AND INCLUDED NrTEK REFERENCE PAGE WF7473 rev. 101=015 BEFORE USE. Design valid for use only with Mnek* conrkwors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the Wilding designer must verily the applicability of design parameters and property incorporate this design into the overall MR Wilding design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing wT IS akvays reOulred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding me 1l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormation available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 4.1-12 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.01 6 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -S Weight: 26 Ib FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-12 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. REACTIONS. (Ib/sae) 8=211/0-7-4, 5=211/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 3-10d (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 Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified oo,any elpctronicd2 e4pies. oaq iglVele:;PE o;681 Mrre,'ipc F I:ert P rKr`Ee3: W Telh .7— 61000 if)atti;r 'ti January 25,2018 O WARNING - VWW design pammera a and READ NOTES ON THIS AND INCLUDED NrTEK REFERENCE PAGE WF7473 rev. 101=015 BEFORE USE. Design valid for use only with Mnek* conrkwors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the Wilding designer must verily the applicability of design parameters and property incorporate this design into the overall MR Wilding design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing wT IS akvays reOulred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding me 1l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Irdormation available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss cuss Type Ory Py Park Sq Hms/ Sorrento-AorC 2078 lot) Well Ud TCLL 40.0 Plate Grip DOL 713050537 P207SAC F7 ROOF TRUSS 1 1 I MIO-FlonOa Lumber, Bartow, FL. 6.130 S Sep 15 2017 M7ek Industries, Inc. Thu Jan 25 07:42:50 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMor5yENlx-Jk 1 a4xPa8Rz64rKIwJ7Oi31ipoLmlusDvVE08trAgZ 1.3-0 Fp' 3x6 = 1 3x6 = 2 1x3 II 3 1x3 II 4 Scale = 1:9 4 3x3 = 3x3 8 7 6 5 3x3 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in lot) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.00 7 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Verl(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Inv YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix -S LUMBER- BRACING - 3x3 II PLATES GRIP MT20 244/190 Weight: 25 Ib FT - 20%F, 11%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 36-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 8=179/Mechanical, 5=179/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131" X 3) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed -by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified go,ojiy electronic qRples. Joa IgrVelei PB 8182 7SA, Ii1cM:F CeR 68 6904'h@-rliifEekBNdiefn 'FL 33810. January 25,2018 QWARMNO - Verily design paramafere and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE 111,01*7473 ray. fON34tols BEFORE USE. Design valid for use only with MiTelt® connectors This design is based only upon parameters shown, and Is for an Individual budding Component, not a truss system. Before use. the budding designer must very the applicability of design parameters and properly incorporate this design into the overact MR building design Bracing Indicated Is to prevent buckling of IndMdual truss web andror chord members only. Additional temporary and permanent bracing NOWIsalwaysrequiredlirstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe L fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, DSM9 and BCSI Building Component 6901 Parke Fast Blvd. Safety Information available from Truss Phile Institute. 21a N. Lee Street. Suite 312. Nexandne. VA 22314 Tampa, FL 36610 Job Truss cuss Type Oy Py Park Sq Hms/ Sorrento-AoiC 2078 2747 29.70.9 211-5 211-5 I 3-0-0 2-4-4 + 21i.4 2.85 713050538 P2078AC FTI SPECIAL 1 115:0-2-8.0-3.121. all Mid -Florida Lumber, Banco. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:52 2018 Page 1 ID:gR7GTgtGeHxJkx7yRAMor5yENlx-F78LVdGgg2DgJ9U82k9snUNrkcphme3W Mo) W DmWgX 2.741 51x8 8 2-11 10 11-0 14-11 4 163 4 18 115 2t-7.13 244-2 27-0.7 29-10-0 2.1111 I 2V I 2$5 I 211.5 I 4-04 + 14 O F 211-4 + 21i 5 1 2$5 I 2$5 I 2-70 7 Stale a 1:50.8 5x14 = 40 = 1,5x4 11 3x8 = 1.5x4 II 4x70 = 8x14 MT20HS = 4x12 = 3x8 = 1.5x4 II 3x10 = 1.5x4 II 3x10 = 1 2 3 26 27 4 5 6 7 8 28 9 t0 29 30 11 12 13 2x4 II 44 = J2. II 4x12 - , J 5x12 = 5x6 = 7x8 = vv 6x10 = Jr 402 = A20 II , a 700 = 4x4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 2.10.1 2.111 5b6 8.2-11 10.11-0I 13.17.0I 18-3-4 19.11.9 2111 24.4-21 2747 29.70.9 211-5 211-5 I 3-0-0 2-4-4 + 21i.4 2.85 2.8•s Plate ONsels (X.YI- I5:0.3.8.0-2-01. I8 0.3-8.0.2-01. 19:0.3-0.0-1-01.114:Edae.0-3-81. 115:0-2-8.0-3.121. 118:0-3.8.0-301.119:0-30.0-4-81.121.0.3-8.0-2-81. 122:0.3-0.0-1-121 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Gnp DOL 1.00 TC 0.99 Vert(LL) 0.26 17 733 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Ven(CT) 0.39 16.17 491 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inv NO WB 0.93 HOR(CT) 0.01 14 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix -S Weight: 496 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 6-13: 20 SP DSS BOT CHORD 2x6 SP No.1 BOT CHORD WEBS 20 SP No.3 *Except* 7-20.7-19, 20 SP No.1 1-24,3-24,3.22.5-22.6-21,8.16,9.17.11-17,11-15,13-15:2x4 SP No. 1D REACTIONS. (Ib/Sae) 25--1756/0-7-4,14-3401/0-7-4, 20=15805/0.7-7 Max Uplift 25-218(LC 4), 14-365(LC 5), 20-1838(LC 8) Max Grav 25=1756(LC 1), 14=4237(LC 2), 20=17511(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25-1565202, 1-2-3824/457, 2-3-3824/457,3-4--4070/535,4-5-40701535, 5-6-591/5654, 6-7-211820913, 7-8-184/1798, 8-9-11159/1220, 9-10=16867/1693, 10-11-16867/1693, 11-12-9811/841, 12-13-9811/841, 1314=3682/338 BOT CHORD 24-25-33/257, 2324-705/6310, 22-23-705/6310, 21-22-5654/591, 20-21=20913/2118, 19-20=11422/1111, 18-19-1798/184, 17-18-1220/11159, 16-17-1488/16115,1-1-16-1488/16115,14-15-50/567 WEBS 8-19-6491f769,6-20-79281942,7-20-11695/1241, 7-19-1200/11857,2-24-710/109. 3-23--511004,4-22-2218/317.5-21-5279/672,12-15- 644/105, 11-16=11/1253, 10-17-2044294, 9-18-3888/498, 1-24=450/3797. 324-2638263, 322-2377/209, 5-22=-1037/10322, 6-21-1681/16197, 8-18-1370/13756, 9-17-519/6058, 11-17-251/1355, 11-15-6692/687, 1315-840/9812 Structural wood sheathing directly applied or 14-12 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES - 1) 3 -ply truss to be connected together with I Od (0.131'7x3' nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 20.7 2x4 - 1 row at 0-9-0 oc, member 7-19 2x4 - 1 row at 0.9-0 oc, member 2-24 20 - 1 row at 0.9-0 oc, member 323 2x4 - 1 row at 0.9-0 oc, member 4-22 2x4 - 1 row at 0.9-0 oc, member 5-21 2x4 - 1 row at 0.9-0 oc, member 12-15 2x4 - 1 row at 0.9-0 oc, member 11-16 2x4 - 1 row at 0-9-0 oc, member 10-17 20 - 1 row at 0-9-0 oc, member 9-18 2x4 - 1 row at 0-9-0 oc, member 1-24 2x4 - 1 row at 0.9-0 oc, member 24-3 2x4 - 1 row at 0.9-0 oc, member 322 2x4 - 1 row at 0-9-0 oc, member 22-5 2x4 - 1 row at 0-9-0 oc, member 6-21 2x4 - 1 row at 0.9-0 oc, member 18-8 2x4 - 1 row at 0.9-0 oc, member 9-17 2x4 - 1 row at 0-9-0 oc, member 17-11 2x4 - 1 row at 0-9-0 oc, member 11-15 20 - 1 row at 0-9-0 oc, member 15-13 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except B noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind, ASCE 7-10; Vuh-140mph (3 -second gust) Vasd=108mph; TI:DL=4.2psf: BCDL=3.Opsf; h=15fl; B=4511; L=3011; eave=oft; Cat. 11, Exp B. Enc., GCpi=0.18, MWFRS (directional); Lumber DOL -1.60 plate gnp DOL -1.60 4) Provide adequate drainage to prevent water ponding. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electropic copies. ytlay irr Vele;.PE Io.'81d2 I)Ttik I1SAr'IOc?FCert 6634 r 6904'PaFke'Esk Bkd d, .1 •33610 January 25,2018 on t on page AL WARNING - verify design penmtlers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE II0167477 rev. 101=015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component. net at ors$ system. Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall NobuildmgdesignBracingIndicatedistopreventbuUdingofindividualtrussweband/or chord members only. AddNonal temporary and permanent bracing is always required lir stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the NIN fabrication, storage. delivery, erection and bracing of trusses and truss $-slams, ase ANSUTPII Quality Criteria, DS849 and BCSI Building Component 6904 Parke East BNA. ' Safe- Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Trusscuss Type Oty Py Park Sq Hms/ Sorrento-AorC 2078 713050538 P207BAC FTI SPECIAL 1 3 lob Reference t Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07 42.52 2018 Page 2 I D.gR7GTgtGeHxJkx7yRAMor5yE Nix-F78LVdOgg2DgJ9U82k9snUNrkcphma3 W Moj W Dm2ngX NOTES - 6) N/A 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 Ib uplift at joint 25, 365 Ib uplift at joint 14 and 1838 Ib uplift at joint 20. 10) Girder carries tie-in span(s). 30-0 at 0-0-0 to 7-0.0 at 7-0.0., 74.0 at 22-10-8 to 34)-0 at 29-10.8.: 27-0.0 from 74-0 to 17-0.0; 25-2-8 from 174.0 to 23-0-0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 840 lb down at 8-1-8, 854 Ib down at 10.1-8, 854 Ib down at 11-9.8, 854 Ib down at 139-8, 854 Ib down at 15.9-8, 854 Ib down at 17-9-8, 854 Ib down at 19-", 854 Ib down at 21-9-8, 854 Ib down at 239.8, 854 Ib down at 259.8, 854 lb down at 27-9.8, and 169 Ib down at 5.1-0, and 971 Ib down at 6.1-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.00, Plate Increase -1.00 Uniform Loads (plf) Vert: 26-28=895, 28-30=-845, 14-25=10 Concentrated Loads (Ib) Ven: 14=12 20=226(8) 22=222(B) 17=226(8) 31=39(B) 32=253(8) 33=226(8) 34=226(8) 35=226(8) 36=226(8) 37=226(8) 38=226(B) 39=226(B) 40=226(8) Trapezoidal Loads (pIQ Vert: 1=235-10-26=345, 30=345 -to -13=235 QWARMNG • Varffy dasrgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,10-7475 rov. 1010"015 BEFORE USE. Design valid for use only with Mtrek® 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 vent' the applicability of design parameters and property incorporate this design into the overall ME building design. Bracing indicated Is to prevent buckhng of individual truss web and/or chord members only. Additional temporary and permanent bracing (1VIwT' rs always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 i J. fatxicsfion, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIRPII Oualhy Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss plate Institute. 218 N Les Street, Sud* 312, Alerandna, VA 22314. Tamps. FL 36610 Job Truss Truss TypeOty 3814 Py Park Sq Hms/ Sorrento-AorC 2078 LOADING (psf) SPACING- 1-84) CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Veri(LL) -0.60 11-12 >399 360 713050539 P2078AC FT2 SPECIAL 1 3 Job Reference loplionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:53 2018 Page 1 ID:LwgEfgM9YkKfRKdr2TZXP2S7xJL JijiyRSRMLhxJ2KbSg5Jhw1nOSP401bSS41CzngW 3-6.1410-1.60110.1.6 13.2.12 16-7-14 20.2.12 3.6-14 3-52 3-1.6 31 6 3S2 3814 Scale - 134.2 7xe = 1.50 II 6x6 = 1.5x4 11 7x6 = 1 5x4 11 4xe = 2 15 3 16 17 4 to 5 19 6 7 5x5 11 6x14 MT2014S = 6x10 MT20KS = 7x6 = 20 II 6x10 = 3x4 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL 3-8-14 7.[0 1111$ 13-2-12 167.14 1 20.2.12 1IIF 3814 3.5.2 3-1 3.1 3-52 3814 Plate Offsets (X.Y- 15:04-0.0.3-41.112:0-5-0.Edoel LOADING (psf) SPACING- 1-84) CSI. DEFL. in (loc) Udeft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Veri(LL) -0.60 11-12 >399 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.82 11-12 >291 240 MT20HS 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(CT) 0.07 8 n/a n/a BCDL 5.0 Code FSC2017/TPI2014 Matrix -MS Weight: 332 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. S7: 2x4 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 *Except* 1-13,7-9,3-13,5-9:2x4 SP No.1 REACTIONS. (Ib/size) 14=4419/0.7-4, 8=2866/0-3.8 Max Uplift 14=628(LC 4), 8=-400(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=3963/572, 1-2=-13244/1877, 2-3=13244/1877, 3-4=23032/3199, 4-5=23032/3199, 56=4641/1203, 6-7=$641/1203, 7-8=-2484/355 BOT CHORD 13-14=123/855, 12-13-3388/24064, 11-12=3388/24064, 10-11=2456/17683, 9-10=2456/17683, 6-9=76/530 WEBS 1-13-1821/12864.3-11-1081/198,4-11--1907/285,-9-11-832/5596, 510-65/603, 7-9-1170/9423,2-13-7661139,3-13-11236/1591, 59=9389/1321 NOTES - 1) 3 -ply truss to be connected together with 10d (0.131"AY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0.9.0 oc. Webs connected as follows, 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Py to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. This item has been3) Wind, ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B-45ft, L=24ft; eave=oft; Cat. 11; Exp B. End., GCpi=0.18; MWFRS (directional); Lumber DOL -1.60 plate grip DOL=1.60 electronically signed and 4) Provide adequate drainage to prevent water ponding. Sealed by Velez, Joaquin, PE 5) All plates are MT20 plates unless otherwise Indicated. using a Digital Signature. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live bads. Printed COpleS Of this7) This truss has been designed for a leve 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. document are not considered 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 628 Ib uplift at joint 14 and 400 Ib uplift signed and sealed and the at joint 8. signature must be verified 9) Girder carries tie-in span(s): 2-4-0 at 0-0-0 to 6-8.0 at 7-0.0. qorafly el ctronic e4pies. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 847 Ib down and 122 Ib up at 3oaQQyyllir Velei:PENoYA182 i 10.2-0, and 1888 Ib down and 273 Ib up at 7-0-0, and 1073 Ib down and 155 Ib up at 9.0-0 on top chord. The design/selection of M7ek {18lk'I ti:rFl>:eR Nsuchconnectiondevice(s) is the responsibility of others. 6904')'rlia'.EeltBhdTlf• FL•7 810. LOADCASE(S) Standard January 25,2018 O WARNING - VerNy, dssign psromerer and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 1047475 rev. fd415Qd1S 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 verity the appbubdity, of design tr rameler and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or ctgrd member only. Additional temporary and permenem bracing (11'!1isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, we ANSM11 Quality Criteria, DSB-89 and BCSI Building component 6904 Parke East BNd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Sq Nms/Sorrento-AorC 2078 lyT 713050539 P2078AC FT2 SPECIAL 1 job eference (optional) Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 00, Plate Increase=1.00 Uniform Loads (pit) Vert: 34-207,4-7-83,8-14=4 Concentrated Loads (lb) Vert: 3=1888 4=847 17=-1073 Trapezoidal Loads (plf) Ven: 1=208 -to -3=327 8.130 s Sep 15 2017 Mi -Tek Industries, Inc. Thu Jan 25 07:42:53 2018 Page 2 ID:L%VETgAb9YkKTRKdr2TZXP2S7x,LjJijtyRSRMLhxJ2KbSg5Jhw1 n081V201bSS41C2ngW 0 WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI -7473 rev. 1000Yh015 BEFORE USE. Design valid for use a* with Mnekm connectors. This design is based only upon parameters shown, and is for an individual bulldog component, not a Truss system. Before use, the building designer must venfy the applicability of design parameters and properly mcerporste this design into the overall budding design. Bracing indicated is to prevent budding of individual Iruss web and/or chord members arty Additional temporary and permanent bracing 11tH' W 13 sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety tntontistlon available hom Truss Plate Institute. 218 N. Lee Street. Sucre 312, Alexandria. VA 223114. Tampa, FL 36610 Job Truss Truss Type Oty CSI. Park SQ Hms/ Sorrento-AorC 2078 loc) Waft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 ly 713050540 P2078AC FT3 FLOOR 1 1job Reference (optional) Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:53 2018 Page 1 ID:L"EfgAb9YkKfRKd2TZXPzS7xJ4JijiyRSRMLhxJ2KbSg5JhwEbON6VFufbSSMCzng W 1.10.0 1.10.0 30 = 2 1.50 2x4 11 4x4 = Scale a 1:9.5 1.10.0 1.10.0 l LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Waft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Verl(LL) -0.00 4 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Verl(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Inv NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FSC2017lrP12014 Matrix -MP Weight: 11 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-10-0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling direly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 4-172/0-3-8,3=177/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 179 Ib down at 0-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 4) 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 + Floor Live (balanced): Lumber lnerease=1.00, Plate Increase -1.00 Uniform Loads (pit) Ven: 1-2=100, 3-4=10 Concentrated Loads (lb) Vert: 5=179(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o0,any a ectropic, gpies. M64i0T4g'fht,{g1' rSkiViAd`; EIeRicRtF6B kL d> oAW TL.33610, iGeti s January 25,2018 O WARMING - Vwffy design panmafan and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE WF7473 nv. 160 WIS BEFORE USE. Design vabd for use only with Mrfek® connectors This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the bubdnng designer must verity the applicability of design parameters and property incorporate this design into the overall No budding design. Bracing indicated is to prevent buckling of individual truss web and/or Nord members only. Additional temporary and permanent bracing ' ns always required for stability and to prevent collapse with possible personal injury and property damage. For general gu lance regarding the Ubncauon, storage. delivery, erection and bracing of trusses and truss systems, see ANSUrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Perks East Blvd. Safety Information avadable from Truss Plate Insteue. 218 N. Lee Street. Sues 312. Alexandra. VA 22314. Tampa, FL 36610 Jobtoss SPACING- cuss Type Oy Ply Park Sq Hms/ sommo AorC 2076 Plate Grip DOL 1.00 TC 0.84 TCDL 10.0 Tt3050541 p207Mc FT4 ROOF TRUSS 1 Rep Stress Inv NO mro-r mia L.muer. , ver-. ri- o IJV s VG 30 dui r M1reK inausules, IDC i nu Jen zo W bb.41 2010 Paget ID:LwgElgAb9YkKlRKdr2TZXPzS7xJ-D169Fx VGgAWRFB Ncl(_FcZEDAfXd7hMN5rMOiznjz 3.4-5 6815 9.11-4 3.4-5 3-2-9 3.4-5 2x4 II 4x10 = 3 4x6 30 II B 5x6 _ 5X _ THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. LOADING (psf) SPACING- 2-0.0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 TCDL 10.0 Lumber DOL 1.00 BC 0.95 BCLL 0.0 Rep Stress Inv NO W8 0.74 BCDL 105.0 Code FBC2017/TPI2014 Matrix -MS DEFL. in (loc) I/deo Ud PLATES GRIP Vert(LL) -0.08 6.7 >999 360 MT20 244/190 Vert(CT) -0.15 6.7 >772 240 Horz(CT) 0.02 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 8=1543/0-7-4.5=1557/0-5-8 Max Uplift 8-76(LC 4), 5=76(LC 5) Max Grav 8=2078(LC 2), 5.2462(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=364/17,2-9-364/17.2-3-5753/160. 3-10=470118,4-110=470/18 BOT CHORD 7-8=165/5360, 7-11=165/5360, 11-12-165/5360, 6-12=165/5360, 6-13=160/5753, 5-13=160/5753 WEBS 2-8-5243/154, 2.7-0/1356, 2-6=76/410, 3-0-0/1619, 3.5-5513/149 Scale = 1. 18.3 Weight: 109 Ib FT = 20% Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES - 1) 2 -ply truss to be connected together with t Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Py to ply connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; 8=45tt; L=24ft; eave=oft; Cat. II, Exp B; Encl., GCpi=0.18, MIAFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) N/A 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 7) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24).0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 8 and 76 Ib uplift at joint 5. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 Ib down at 8-1-8, and 924 Ib down at 4-4-4, and 678 Ib down at 6.1-8 on bottom chord. The design/selection o1 such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 1-4=100, 5-8=210 Concentrated Loads (lb) Vert: 11=57(B) 12=31(B) 13=22(F) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any elWronic espies. Joa9 q/Velez'RB Io't81d IiTefl,i,SA;'Inc.'•r'FL'jCiit•6831 _ 6904'Plfiki':EeitBtd id 1 L•33610. iD:eti;r W January 25,2018 OWARNING • VerW design parameters and READ NOTES ON TM AND INCLUDED WTEK REFERENCE PAGE WF7473 rev. 10MMOIS BEFORE USE. Design valid for use only with Mrek® connectors. This design is based only upon parameters sham, and is for an individual budding component, not a truss system. Before use. the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and pennanem bracing KNrsalwaysrequiredforstabilityandtopreventWUpsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe 7 is fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East BSA Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312• Alexandria. VA 22314. Tamps, FL 36610 7 Job hiss nils Type Oy Ply Parlr Sq Hiro/ Sonento-AorC 207E I LOADING (psf) SPACING- 2-0.0 CSI. 7130505.2 P207EAC 3 JACK 3 1 Job Reference (oolionall Mid -Fonda Lumber. Banow, FL Run, 8.130 a Oct 26 2017 Print. 8.130 s Oct 26 2017 MTek Industries, Inc. Thu Jan 25 10'31.55 201E Page 1 ID: LwgEfgAb9YkKIRKdr2TZXPzS7xJ-Y7 GxKJh8om7GVe0LA7BurGtB377oJ7RawGBEM 1 zrs41 1-0-0 34.0 Scab = 1:15.6 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=15ft; 8=45ft; L=24R; eave=411; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS (directional) and C -C Exterior(2) -14)-0 to 2-0-0, Interior(1) 2-0.0 to 2-11-4 zone;C-C for members and forces d 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 Mord live load nonconeurrent with any other live bads. 3) - This truss has been designed for a live bad of 20.Opsf on the bottom Mord to all areas where a rectangle 3-64) tall by 2-00 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 47 Ib uplift at joint 5, 54 Ib uplift at joint 3 and 5 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic espies. oagkir VclevP"#.481622 1 If 1SA,Inc'rFL Cert 666904'P ilia`.EeitBkd Tafn FL'•33610. January 25,2018 Q WARNING - Vanity deslpn parameters and READ NOTES ON rNfs AND INCLUDED MTEK REFERENCE PAGE WO -7473 rev. 1001=613 BEFORE USE. Design valid for use only with Me elt® connectors. This design is based Only upon parameters shown, and is for an mdmdual bu6tlurg componertL not a truss system Before use. the building designer must verify the applicability of design parameters and properly mcorporate this design into the overall budding design Bracing indicated is to prevent budding of rndmdual truss web and/or Mord members only. Additional temporary and permanent bracing Is Ways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage. deswery, erection and bracing of trusses end truss systems, see ANSVTPII Quality Criteria, DSO -99 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314, Tempe, FL 36610 20 II i I 3•- 00 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.14 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matnx-MR Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 5=195/48-0, 3=69/Mechanical, 4=28IMechanical Max Horz 5=78(LC 12) Max Uplift 5=47(LC 12), 3-54(LC 12), 4=5(LC 12) Max Grav 5=195(LC 1), 3=85(LC 17), 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; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=15ft; 8=45ft; L=24R; eave=411; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS (directional) and C -C Exterior(2) -14)-0 to 2-0-0, Interior(1) 2-0.0 to 2-11-4 zone;C-C for members and forces d 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 Mord live load nonconeurrent with any other live bads. 3) - This truss has been designed for a live bad of 20.Opsf on the bottom Mord to all areas where a rectangle 3-64) tall by 2-00 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 47 Ib uplift at joint 5, 54 Ib uplift at joint 3 and 5 Ib uplift at joint 4. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic espies. oagkir VclevP"#.481622 1 If 1SA,Inc'rFL Cert 666904'P ilia`.EeitBkd Tafn FL'•33610. January 25,2018 Q WARNING - Vanity deslpn parameters and READ NOTES ON rNfs AND INCLUDED MTEK REFERENCE PAGE WO -7473 rev. 1001=613 BEFORE USE. Design valid for use only with Me elt® connectors. This design is based Only upon parameters shown, and is for an mdmdual bu6tlurg componertL not a truss system Before use. the building designer must verify the applicability of design parameters and properly mcorporate this design into the overall budding design Bracing indicated is to prevent budding of rndmdual truss web and/or Mord members only. Additional temporary and permanent bracing Is Ways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage. deswery, erection and bracing of trusses end truss systems, see ANSVTPII Quality Criteria, DSO -99 and BCSI Building Component 6904 Parke East Blvd Safety Information avallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314, Tempe, FL 36610 Job Tens Truss Type Oty Ply Park Sq Hms/ Sorrento-AorC 2078 loc) I/defl Ud TCLL 20.0 1 713050543IP2078ACJ7JACK291 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Verl(CT) Job Reference a Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 25 07:42:55 2018 Page 1 ID: LwgEfgAb9YkK82Kdr2TZX PzS7xJ-ghgT7eSjyzbPAcCb4ZP69RPpxUz9Oy2mxAg5zrlgU 1-0-0 I 7.0.0 I 1-0-0 7-0-0 3x4 = LOADING (psi) SPACING- 2 0 0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 679 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Verl(CT) 0.24 4-7 348 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=183/Mechanical, 2=342/0-3-8, 4=90/Mechanical Max Horz 2=141(LC 12) Max Uplift 3-93(LC 12), 2=42(LC 12) Max Grav 3=183(LC 1), 2-342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1,218 PLATES GRIP MT20 244/190 Weight: 24 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 6.0.0 oc purlins. BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25k B=4511; L=24ft; eave=411; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C -C Exterior(2)-1 0 0 to 2-0.0, Interior(1) 2.0.0 to 6-11-4 zone;C-C for members and forces d 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 3-64) 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 93 Ib uplift at joint 3 and 82 Ib uplift at joint 2. This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified o.()-eny electronic E 2gpies. Joa irn Velez:PE lo:6618 AiTek USA;'Ihc 'FLLert 6834 6904' POfrlia'.Eait131 Seth ;FL•336J0. i7 January 25,2018 O WARNING - Varity das/gn paramerars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1e167473 rev. 1"312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must veiny the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addmonal temporary and permanent bracing 1 1'A w'T rs alivays 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, tee ANSVIPN Owlhy Criteria, DSB-88 and SCSI Building Component SW Parke East BIvif. Sorely Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Park Sq Hms/ Sorrento-AorC 2078 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Uden Ud PLATES GRIP ly 713050541 P2078AC J7T JACK 3 1 6 >258 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42.56 2018 Page 1 ID:LwgEfgAb9YkKIRKdr2TZXPzS7xJ-BuOrK_TLjHIGomnvHaEoxKYZnDFOIceSHOhkMXzngT 1-0-0 7-0.0 1-0-0 7-0-0 Zx4 3x4 = Scale a 1.22.9 NOTES - 1) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B; End., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0. Intenor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces iL 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 wrth 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 rd 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 79 Ib uplift at joint 4, 81 Ib uplift at joint 2 and 13 Ib uplift at joint S. This item has been electronically signed and sealed by Velez, Joaquin, 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 r pies. Ili " 1gVeIt 'Pen"S61d2 11rrfefl {15/.1 Igc L ert 6904'Pirrlii:EOitBlyd Sriin ;FL33610 iD'ates January 25,2018 O WARNING - VarOy daalpn parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE 11,11I.7M rev. I&VW0/5 BEFORE USE. Design valid for use only with Mitek® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a Truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall µy Wing design. Bracing indicated is to prevem buctdmg of mndmdual truss web and/or chord members only. Additional temporary and permanent bracing f74aisalwaysrequiredforValidityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Mir fabrication, storage, delivery, erection and bracing of trusses and wits systems, see ANSIRPl1 Owlhy, Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314, Tampa, FL 36610 711..0 7-0-0 1 Plate Offsets (X.YI- 12:0.2-O.Edael. 13 0-2-8.0.2-11 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Uden Ud PLATES GRIP TCL. 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 6 >432 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 6 >258 180 BCLL 0.0 ' Rep Stress Ince YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight. 26 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.9-12 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. 3.7. 2x4 SP No.3 REACTIONS. (Ib/size) 4-169/Mechanical, 2=346/0-8-0, 5=107/Mechanical Max Hoa 2=141(LC 12) Max Uplift 4-79(LC 12), 2=-01(LC 12), 5=13(LC 12) Max Grev 4=169(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B; End., GCpi=0.18, MWFRS (directional) and C -C Exterior(2) -1-0-0 to 2-0.0. Intenor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces iL 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 wrth 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 rd 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 79 Ib uplift at joint 4, 81 Ib uplift at joint 2 and 13 Ib uplift at joint S. This item has been electronically signed and sealed by Velez, Joaquin, 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 r pies. Ili " 1gVeIt 'Pen"S61d2 11rrfefl {15/.1 Igc L ert 6904'Pirrlii:EOitBlyd Sriin ;FL33610 iD'ates January 25,2018 O WARNING - VarOy daalpn parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PAGE 11,11I.7M rev. I&VW0/5 BEFORE USE. Design valid for use only with Mitek® connectors. This design Is based only upon parameters shown, and Is for on individual building component, not a Truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall µy Wing design. Bracing indicated is to prevem buctdmg of mndmdual truss web and/or chord members only. Additional temporary and permanent bracing f74aisalwaysrequiredforValidityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Mir fabrication, storage, delivery, erection and bracing of trusses and wits systems, see ANSIRPl1 Owlhy, Criteria, DSB419 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314, Tampa, FL 36610 Job Truss Truss Type oy LOADING (psf) Park Sq Hms/ Sorrento-AorC 2078 CSI. DEFL. in loc) Well Ud PLATES GRIP JPly 713050545 P2078AC KJ2 JACK 1 1 Jo Reference (oplional) I Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi rek Industries. Inc. Thu Jan 25 07:42.56 2018 Page 1 ID:L"ElgAb9YkKlRKdr2TZXPzS7xJ-8uCwl_TLjHjGomnvHaEoxKYkxDPair,eSHOhkMXzrtgT 1-5-0 I 2-4-5 I 1-5-0 2.45 20 = Seale - 1.6.6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES - 1) Wind. ASCE 7-10, Vuh=140mph (3 -second gust) Vasd=108mph, TCDL-4.2psf; BCDL=3.Opsf; h=2511; B=45ft; L=24ft, eave=oft; Cat. II; Exp B. End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 Id 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 14 Ib uplift at joint 3 and 97 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 9 Ib up at 1-612, and 3 Ib down and 9 Ib up at 1-612 on top chord, and 2 Ib up at 1.6-12, and 2 Ib up at 1-612 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) Ven: 1-3=60. 4-5=20 Concentrated Loads (lb) Ven 9=4(F=2, B=2) This item has been electronically signed and sealed by -Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op any electronic Wpies. I' o .- Velez'PENb8B/L2 dTe 7 1 Ipe frL' ert66 8904'p'ika:EekBMd.Tetfi 'FL•13610 January 25,2018 WARNING - Verily daslyn paramarara and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WI -7473 rev. 180=015 BEFORE USE. Design valid for use only with Mrrekt 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 vent' the applicability of design parameters and property incorporate this design into the overall WS budding design. Bracing indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing MAwT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 15 41 fabrication• storage, delivery, erection and bracing of trusses and truss systems, ace ANSVTPM Quality Criteria. DSB-09 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36810 2.45 2.45 1 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO we 0.00 Horz(CT) 0.00 4 We n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3-44/Mechanical, 2=202/0-5-11, 4=19/Mechanical Max Horz 2=52(LC 8) Max Uplift 3-14(LC 8), 2=97(LC 8) Max Grav 3=44(LC 1), 2=202(LC 1), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES - 1) Wind. ASCE 7-10, Vuh=140mph (3 -second gust) Vasd=108mph, TCDL-4.2psf; BCDL=3.Opsf; h=2511; B=45ft; L=24ft, eave=oft; Cat. II; Exp B. End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 Id 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 14 Ib uplift at joint 3 and 97 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 9 Ib up at 1-612, and 3 Ib down and 9 Ib up at 1-612 on top chord, and 2 Ib up at 1.6-12, and 2 Ib up at 1-612 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) Ven: 1-3=60. 4-5=20 Concentrated Loads (lb) Ven 9=4(F=2, B=2) This item has been electronically signed and sealed by -Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op any electronic Wpies. I' o .- Velez'PENb8B/L2 dTe 7 1 Ipe frL' ert66 8904'p'ika:EekBMd.Tetfi 'FL•13610 January 25,2018 WARNING - Verily daslyn paramarara and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WI -7473 rev. 180=015 BEFORE USE. Design valid for use only with Mrrekt 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 vent' the applicability of design parameters and property incorporate this design into the overall WS budding design. Bracing indicated is to prevent buckling of individual truss Web and/or chord members only. Additional temporary and permanent bracing MAwT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 15 41 fabrication• storage, delivery, erection and bracing of trusses and truss systems, ace ANSVTPM Quality Criteria. DSB-09 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36810 Job Truss Truss Type Oy Py Park Sq Hms/ Sorrento-AorC 2078 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in 713050546 P2078AC KJ3 JACK 2 1 Job Reference loptionall Mrd-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:57 2018 Page 1 ID:LwgEfgAb9YkKfRKdr2TZXPzS7xJc4yEYKUzUbr7PwM5gll l UX5vvditR3uFW4OHuzzngS 1S-0 4.2-15 1.5 0 4-2-15 Scale =1:15.4 1.50 II 1-2-15 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Ven(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Ven(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Inv NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MR Weight: 16 Ib FT - 200.6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 5=226/0-11-5, 3=84/Mechanical, 4=34/Mechanical Max Horz 5=79(LC 8) Max Uplift 5-124(LC 8), 3=73(1-C 6), 4-7(LC 8) Max Grav 5=226(LC 1), 3=84(LC 1), 4=70(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10, Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=oft; Cat. II; Exp B; Part. End., GCpi=0.55; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 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 124 Ib uplift at joint 5, 73 Ib uplift at joint 3 and 7 Ib uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 Ib up at 1-612, and 100 Ib up at 1-6-12 on top chord, and 12 Ib up at 1-612, and 12 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) Ven. 1-2=60, 2-3=-60, 4-5=20 Concentrated Loads (lb) Vert. 6=64(F=32, B=32) 7=10(F=5, B=5) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified op,any electronic Qgpies. Ioa q l. rr Velez:PC- X6182 IiTe lj Ar Irtc':'FL T.v$rt B6 6904'P.A'rlirEek9hdSo FL•36/0. Do i;l January 25,2018 O WARNING • Varfly design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE WF7473 rw. 1arOT/5015 BEFORE USE Design valid for use only with MRek® connectors. This design Is bawd only upon parameters shorn, and is for an individual building component, not a truss system. Before use. the budding designer must vent' the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent bucIdnng of individual truss Web and/or chord members only. Additional temporary and permanent bracing .wT rs ohvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 4411 fabrication, storage, delivery, erection and bracing of trusses and lass systems, sea ANSVTPIt Quality criteria, DS049 and BCSI Building Component 6904 Parke Etat Blvd Safety Information available from Truss Plate Instav e. 21a N. Lee Street. Suds 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss TypeOy Py Park Sq Hms/ Sorrento-AorC 2078 30 9-10.13 4-8.8 LOADING (psf) SPACING- 2-0-0 CSI. 713050547 P2078AC KJ7 JACK 8 1 TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-7 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 25 07:42:57 2018 Page 1 ID:LwgEfgAb9YkKlRKdr2TZXPz$7xJ-c4yEYKUzUbr7PwM5g111UX5s dleR EFVWOHuzzrigS 1-5-0 I 5.25 I 9.10.13 I 1-5-0 5-2-5 4$8 20 = 1.Sx4 rr 5 Seale = 1.22.5 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 60.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4-128/Mechanical, 2=511/0-5-11, 5=328/Mechanical Max Hors 2=142(LC 8) Max Uplift 4=70(LC 8), 2=148(LC 8), 5=69(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=775/136 BOT CHORD 2-7=208/708, 67=208/708 WEBS 3-7=0/275, 3-6=769/225 NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL-3.Opsf; h=2511; B=45ft; L=2411; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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) o1 truss to bearing plate capable of withstanding 70 Ib uplift at joint 4, 148 Ib uplift at joint 2 and 69 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 11 Ib up at 1-612.3 Ib down and 11 Ib up at 1-612, 3 Ib down and 44 Ib up at 4-4-12, 3 Ib down and 44 Ib up at 4-4-12, and 27 Ib down and 77 Ib up at 7-2-11, and 27 Ib down and 77 Ib up at 7-2-11 on top chord, and 2 Ib up at 1-612, 2 Ib up at 1-6-12, 5 Ib down at 4-4-12, 5 Ib down at 4-412, and 20 Ib down at 7-2-11, and 20 Ib down at 7-2-11 on bottom chord. The design/selection o1 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 i Roof Live (balanced): Lumber Increase=1.25, Plate Increase -1.25 Uniform Loads (plf) Vert: 1-4=60, 5-8=20 Concentrated Loads (lb) Vert. 13-53(F-27,8-27) 14=4(F=2, B=2) 15=10(F=5, B-5) 16=35(F=17, B=17) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified o0.aj?y a ectronjc gpies. Joa4 llr rVol e;'P6No X818.2 1i gA"I4a:tFL ert 88 6900'plrrlii`:Eeit6kdTein yFG33610. Dates r4 January 25,2018 AWARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI -7473 rev. 1dW,2015 BEFORE USE. Design valid for use only with WSW connectors This design Is based only upon paramnen shown, and is for an individual building component, not a truss system. Before use, the building designer must veiny the applicability of design parameters and property incorporate this design Nino the overall budding design. Bracing indicated is to prevent bucIdeng of individual truss web and/or chord members only Addruonal temporary and permanent bracing is sways rZared for stabnkty and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of lasses and truss systems, see ANSIRPI1 Quality Crkerls, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormatlon avadable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I 5-25 s25 I 30 9-10.13 4-8.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.07 6-7 999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.36 Holz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 42 Ib FT = 200Ai LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 60.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4-128/Mechanical, 2=511/0-5-11, 5=328/Mechanical Max Hors 2=142(LC 8) Max Uplift 4=70(LC 8), 2=148(LC 8), 5=69(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=775/136 BOT CHORD 2-7=208/708, 67=208/708 WEBS 3-7=0/275, 3-6=769/225 NOTES - 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL-3.Opsf; h=2511; B=45ft; L=2411; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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) o1 truss to bearing plate capable of withstanding 70 Ib uplift at joint 4, 148 Ib uplift at joint 2 and 69 Ib uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 11 Ib up at 1-612.3 Ib down and 11 Ib up at 1-612, 3 Ib down and 44 Ib up at 4-4-12, 3 Ib down and 44 Ib up at 4-4-12, and 27 Ib down and 77 Ib up at 7-2-11, and 27 Ib down and 77 Ib up at 7-2-11 on top chord, and 2 Ib up at 1-612, 2 Ib up at 1-6-12, 5 Ib down at 4-4-12, 5 Ib down at 4-412, and 20 Ib down at 7-2-11, and 20 Ib down at 7-2-11 on bottom chord. The design/selection o1 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 i Roof Live (balanced): Lumber Increase=1.25, Plate Increase -1.25 Uniform Loads (plf) Vert: 1-4=60, 5-8=20 Concentrated Loads (lb) Vert. 13-53(F-27,8-27) 14=4(F=2, B=2) 15=10(F=5, B-5) 16=35(F=17, B=17) This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified o0.aj?y a ectronjc gpies. Joa4 llr rVol e;'P6No X818.2 1i gA"I4a:tFL ert 88 6900'plrrlii`:Eeit6kdTein yFG33610. Dates r4 January 25,2018 AWARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI -7473 rev. 1dW,2015 BEFORE USE. Design valid for use only with WSW connectors This design Is based only upon paramnen shown, and is for an individual building component, not a truss system. Before use, the building designer must veiny the applicability of design parameters and property incorporate this design Nino the overall budding design. Bracing indicated is to prevent bucIdeng of individual truss web and/or chord members only Addruonal temporary and permanent bracing is sways rZared for stabnkty and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of lasses and truss systems, see ANSIRPI1 Quality Crkerls, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Irdormatlon avadable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Plate Offsets MY1— Park Sq Hms/ Sofrento-AorC 2078 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. LOADING (psf) ly 713050548 P2078AC Mt MONO HIP 1 1 Vert(LL) -0.01 Mid-Floncia Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 25 07 42:58 2018 Page 1 ID LwgElgAb9YkKlRKdr2TZXPzS7xJ-4GVdgVbFuz 14x107GG01dOD17CAWHOkkArOOzAgR 1-0 0 3-0-0 3 1.5x4 11 Scale - 78.7 i 1 0 1-B-0 I 3.oa i Plate Offsets MY1— 11:0-2-8.0-0.91 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-MP 1) Dead + Roof Live (balanced): Lumber Inerease=1.25, Plate Inerease=1.25 Weight: 14 Ib FT - 200A LUMBER- document are not Considered BRACING - signed and sealed and the TOP CHORD 20 SP No.2 signature must be verified TOP CHORD Structural wood sheathing directly applied or 30.0 oc puffins, BOT CHORD 2x6 SP No.2 oaqq' 48 1!2jiiBA; 68 except end verticals. WEBS 2x4 SP No.3 J„. BOT CHORD Rigid ceiling direay applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=796/0.38, 4=416/Mechanical Max Holz 1=28(LC 8) Max Uplift 1-192(LC 8),4-1 10(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=298/85 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=2511; B=4511; L=2411; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live bads. 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 192 Ib uplift at joint 1 and 110 Ib uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 Ib down and 30 Ib up at 1-8-0 on top chord, and 982 Ib down and 256 Ib up at 1-0-12, and 2 Ib down at 14.0 on bottom chord. The design/selection of such This item has beenconnectiondevice(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the lace of the truss are noted as front (F) or back (B). electronically signed and sealed by Velez, Joaquin, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Inerease=1.25, Plate Inerease=1.25 Printed copies of this Uniform Loads (pm Vert: 1-2=-60,2-3=-60.14-20 document are not Considered Concentrated Loads (lb) signed and sealed and the Vert: 6=982(8) 7=-2(F) signature must be verified ora any elpctropiq gpies. oaqq' 48 1!2jiiBA; 68TefiIIIcFLLeft 6900'P?k'a:EeilBlvdSelh 'fl'33810 J„. January 25,2018 0 WARMNG - Verily daarpn panmerara and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE W47473 M. 180"013 BEFORE USE Design valid for use only with Mrrek® connectors. This design is based only upon paramaers shown, and is for an individual budding component, no Inrss system Before Use. the building designer must verily the applicability of design parametersmers aproperty incorporne this design Imo the overall budding design Bracing indicated is 10 prevent buctOmg of individual truss Web andror chord members orly Additional temporary and permanent bracing is always required for stability and to prevent collapse with pomple personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of buseea and truss systems, ase ANSUTPIt Quality Criteria, DSO -9I and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss PING InsthNe, 218 N Lee Street. Sues 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4offsetsareindicated. I 6A-8 I dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or X-bracing, is always required. See BCSI. y16 cra c2a 2. Truss bracing must be designed by an engineer. For 4 p WEBS Sx, wide truss spacing, individual lateral braces themselves may require bracing, or aftematrve Tor I OT y, p bracing should be considered. O U A = 3. Never exceed the design loading shown and never 0. U stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building I Me p r— For 4 x 2 orientation, locate plates 0- %d' from outside designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1 connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads In the plane of the truss unless otherwise Shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at Output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber valuesgy 14. Bottom require Lateral bracing at rt. spacing. BEARING established by others. if no corless, it no ceiling is installed, unless otherwise noted. h 15. Connections not shown are the responsibility of others. Indicates location where bearings40 16. Do not at or abler truss member or plate without prior supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for Crushing only. 18. Use of green or treated lumber may pose unacceptable t t environmental, health or performance risks. Consult with Industry Standards: r project engineer before use. ANSI/TPI1: National Design Specification for Metal 1 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, I "tv } is not sufficient. 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSUyTPI1Quality Criteria. Installing & Bracing of Metal Plate99 k• Connected Wood Trusses. MiTek Engineering Reference Sheet. Mll-7473 rev. 10/03/2015 C c 2T- 0" v V 25'- 4" ,I, ,I 20" 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. 0 0 N lv J L 2 - HUS26 1 -PLY HGRS. RECORD APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =1x2 TOP = 4x2 2x4 ConL Band r—\ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 46 / TOP= 2x4 I io 12 1 TRUSS END DETAIL SANFORD 18-1138 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA ROOF TRUSSES I FLOOR TRUSSES TDP CHORD LKE 200 ITOP CHORD LIVE. 400 TOP CHORD DERD. 100 ITOP CHORD DERD: 100 THIS TIMS SYSTEM HTS BEEN BESIrlEO WITH LORDS OIENRTED 01 140 NPH AWS USING 42 PSF TOP OM BERD LORD FM 30 PSF 801 TON OOH OEID LORD 0 MILES FROM HNICANE OLEFKINE. CAT 11. EXP B OW 7.141 2078 - A or C (Park Square Homes Sorrento - A or C P207BAC MLL w' 01Y " NIA e-7-17 B-- ON Nil v V 25'- 4" ,I, ,I 20" 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. 0 0 N lv J L 2 - HUS26 1 -PLY HGRS. RECORD APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =1x2 TOP = 4x2 2x4 ConL Band r—\ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 46 / TOP= 2x4 I io 12 1 TRUSS END DETAIL SANFORD 18-1138 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA ROOF TRUSSES I FLOOR TRUSSES TDP CHORD LKE 200 ITOP CHORD LIVE. 400 TOP CHORD DERD. 100 ITOP CHORD DERD: 100 THIS TIMS SYSTEM HTS BEEN BESIrlEO WITH LORDS OIENRTED 01 140 NPH AWS USING 42 PSF TOP OM BERD LORD FM 30 PSF 801 TON OOH OEID LORD 0 MILES FROM HNICANE OLEFKINE. CAT 11. EXP B OW 7.141 2078 - A or C (Park Square Homes Sorrento - A or C P207BAC MLL w' 01Y " NIA e-7-17 B-- RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # ## 1 A- 1 1 3 8 Project Location Address SANFORD FI-ARTX"& As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499 2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name fN(\i c-N,.c,.r\C SO Please Print) June 2014 Florida Building Code Online Page 1 of 3 Business Professional Regulation NC - SCIS Home ' Lop In I User Reptstration ; Mot Topics Submit Surcharge I StatS 6 Facts i Publications FBC Stag SCIS Site Map Links Search r 0(1 3 Product Approval USER: Public user terms Product Approval Menu > Protluct or Aoolrcatlon Search > Application List > Application Detall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL8871-R8 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, 01-143517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan ). King, P.E. C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R8 COI (b) Certificate of Independence.odf Standard ASTM 01929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (b) Eoulvalencv of Standards.odf Year 1996 1999 2003 1998 2000 1995 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.I.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.2.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.4.odf specific Model and for anyvther additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 1I (b) Inst 8871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nFlrp... 2/10/2018 Florida Building Code Online Page 3 of 3 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 11 (b) Inst 8871.6,pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.6.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraR" or "ClassicCraR Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraR" or "ClassicCraR Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.9 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.9.Ddf 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.) Badt Next Contact Us : • 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: BSD -487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida. Privacy Statement :: Accessibility Statement :: Refund Statement under Fionde'law, email addresses are public records If you do not want yourrmail address released in response -to a.pubIK-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Depa U lent with an email address If they have one The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick there . Product Approval Accepts: RN a Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON. OH 4351'7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTS WING GENERAL NOTES "IMPACT' I. This product has been evaluated and Is to compliance with the 61h Edition (2017( Florida Building Code (FBC) structural requirements including the Ifigh Velocity Hurricane Zone' (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wap dressing or stucco. 3. When used M the 11VHZ" this product complies %lQh Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the 11VHP requiting wind bome debits protection, this product complies with F8C Sections 1609.1.2 3 R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 IL R301.2.1.2.II. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysts by a licensed engineer or registered architect. 7. Oulswing configurations using coastal sip Item R4 under active doors meet water Infiltration requirements for "WHZ". 8. Inswing configurations and outswing configuroHgns using sill item #5 under the door do not meet the water Infiltration requirements for the "HVHP' and shop be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill a less than 45 degrees. 37.75' MAX. FRAME WIDTH 36.00' MAX. I PANEL WIDTH --I M M TABLE OF CONIENIS SHEET / DESCRIP110N 1 Typical elevation. design s JL general notes 2 Door panel delaBs smooth slur 3 Door panel detolls (Aber ckwk) 4 Horizontal cross sections 5 vertical cross sections 6 Buck and home - 2X buck masonry construction 7 Frome anchoring- I X buck masa construction 8 Biz of Material; IL Components 37.75' MAX. FRAME WIDTH 36.00' MAX. I PANEL WIDTH --I M M See Sheet 8 for design premn Imtlollo ns. er: Dw5 WA LFS NOW No.: FL -8871.5 EF _L or 8 C OZ ••7oSS y4)OORiYPE" i.F.RdME g bES16MR9S,iIRE(SF), POSITIVE rl OIM NSION•ti fJEG i1V µE' 11 37.75" x 98.00- 111 0 0 0 Eo = ° OUTSWING 37.75" x 96.50" 80.0 -80.0 STAR 6x moa 37.75" x 98.00" 80.0 -80.0 V L 01 QP See Sheet 8 for design premn Imtlollo ns. er: Dw5 WA LFS NOW No.: FL -8871.5 EF _L or 8 y4)OORiYPE" eZS I - i.F.RdME g bES16MR9S,iIRE(SF), POSITIVEyr}y OIM NSION•ti fJEG i1V µE' INSWING 37.75" x 98.00- 80.0 -80.0 SMOOTH OUTSWING 37.75" x 96.50" 80.0 -80.0 STAR 37.75" x 98.00" 80.0 -80.0 FIBER PINSWING CLASSIC WING 37.75" x 96.50" 80.0 -80.0 See Sheet 8 for design premn Imtlollo ns. er: Dw5 WA LFS NOW No.: FL -8871.5 EF _L or 8 ow rAA) 47 41 EXTERIOR 47 41 43 46 on, igy p lnl rte INTERIOR HORIZONTAL CROSS SECTION 1 0 A 41 i3 eIST -r ao 0 QT ------- v TYP. 4 R3 CORNERS OF PANEL EXTERIOR INTERIOR L DETAIL A -A J 7 77) Smooth slot 00000000 0000 0 00000000 0 qq 0000000000000000000000 00000000 0000 000000000000000 46 00000000 ED— fill I 0000000 _04071 45 go 000000000000000 000000000 0 0000 0000000 MIA MEN 000000000000000 00000000 AREA MAX. r2\ VERTICAL CROSS SECTION mm 010jas lz 0000000 42J i 00000000 45 N T.S. 000000000000000 OWS CHL W. LFS Pond reinforcement FL -8871.5 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) 9W _2 OF _L WN'1 , AffT i L DETAIL A -A J b 00 EL "! fiber w 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 0oo00 000000000000000000000000000000000000000000000000000000000000 DETAIL A -A Pone) reinforcement U 28.86% OPEN AREA MAX. INTERIOR 1 HORIZONTAL CROSS SECTION 3 V a V U. o R R ua•• 0 SC li E C_ g v° yy EXTERIOR INTERIOR 61 67 1.18' 6665 HINGE SlilE I ` 8101n OMf IJJL .. 2 VERTICAL CROSS SECTION 3 NOTE: WOOD DOOR COMPONENTS: PINE (SG - 0.421 E N.T.S. or. OWS a W. LFS i Mac NW ° FL -8871.5 c T-,LaJ N 0 1 2 S 5 QAC C a J d n o v VxZ{ Z p V E O o 19 INTERIOR 10 w m i Vt J0 06 O a 4 c 1 a 2 Jd 4 e 3 4 i EXTERIOR 40 EO oW18 A v, 60 m D EMB. (IYP.1 D I c B 9 0 5 5 5 5 r3-'N HORIIOMAL CROSS SECTION e q Shown w/IXsvbbuck L L O.IS' C'SINK nP•l CSINK r'P•1 a P 7 8 9 9 8 a '. 0 s8 0 z e O 10 10 m ena INTERIOR INTERIOR 2 .e Q L e O a baa 0 0 N C a e rneV^i u 12 12 40 EXTERIOR EXTERIOR qQ 14aosE05122108 : L 11 MIN. C 60 16 60 C saia: N.T.S. vac. en OWS m EMB. mP.lEMB. E rn LFS ; 1 HORIIOMAL CROSS StCTION 2 HORIiOMAL CROSS SECDON EMS. PYIN. EMe. RyP,) n usrc „0. dM 4 Oulswng sh0wn -Inswing also approved 4 Ouhwh9 shown - i>s" also approved FL-8871.6 c sm 4 or 8 O EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 5 aOlsuo appoved ft." EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION j Inswing configurallon see general Holes. sheet 1 to,14VHr water inldtratbn requirements EXTERIOR J``"%J""""' INTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/Ixsub-buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECDON tns"configuraFbn . see general notes, sheet IforgwaterInfdhotlon requtremenls 3 VERTICAL CROSS SECTION 5 Outswingcon rtalan m see general pores, sheet 1 c for llVHr water lnfdtmtion o frequkementsK INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 5 Saee1 ge nercal rwf fures• sF ee11 for 11vHr waren trlfilhatbn requirements Le N.T.S. W: ows m we LFS W N S FL -8871.5 m° a a 5 or 8 Q 2 INTERIOR EXTERIE'S91j 1111 11` o o i111 gEm u N o agou t gpoa 40 60 3 VERTICAL CROSS SECTION 5 Outswingcon rtalan m see general pores, sheet 1 c for llVHr water lnfdtmtion o frequkementsK INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 5 Saee1 ge nercal rwf fures• sF ee11 for 11vHr waren trlfilhatbn requirements Le N.T.S. W: ows m we LFS W N S FL -8871.5 m° a a 5 or 8 Q MASONA OPENIN( 2X BUCIK SUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be ocliusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as "MAX. ON CENTER' must be ocrjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR` ANCHOR. MIN. CLEARANCE. MIN: CLEARANCE TYPE SIIE i iMSED-MENT. TO'MASONRY.::. TO ADJAT' CEN Z' 4,0 ANCHOR Irw• 114- 1-1/4- r 4" TAPCON ILY .4c jiogi ELCO 114 1.1/4" 11" 4" IULTR CON to I z0 z fn L z 0g MASONRYw TYP. HEAD & Ea c 11' 1q JAMBS ca a. a. IT' OPENING oaz c 14 FRAME Ln (j c4 O cr t, 2X SUCK - wo UU 4L HINGE JAMB FRAME ANCHORING STRIKE JAMS Masonry 2X buck conshuclion ANCHOR` ANCHOR. MIN. CLEARANCE. MIN: CLEARANCE TYPE SIIE i iMSED-MENT. TO'MASONRY.::. TO ADJAT' CEN ANCHOR Irw• 114- 1-1/4- r 4" TAPCON ELCO 114 1.1/4" 11" 4" IULTR CON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5ff edge distance, 1' end distance, & l'o.c. spacing ofIwoodscrewstopreventthespliffingofwood. HINGE DETAIL LATCH A DFADBOLT DETAIL M- N.T.S. OY., DWS W. LFS OW NO -- FL -8871.5 F 6 or ANCHOR ANCHOR ` MIN. CLEARANCE MIN. CLEARANCE iU EMBEOMENi I AOJAI:EM TYPE SIZE :' FOGE, ''.. 1Tw a fl, x.111 I1I.. m' 11W/ u- TA CONe t•t/a- r b i 4:i Q dol j ••' J oj p TYP. HEAD Jlllll 1 pT o . o d JAMBS v r •: ijnvo MASONRY gi g °' 9 cWea OPENING d man`s a 0 V 9 4 C e E eZ v 3a O 17 Z FRAME 8 15 G xF, H a z 17 L m =V m 7 WZla o IX BUCK a i OEADBOLT DETAILLLATCH n 0 t pp a W Bp 0 N V HINGE JAMB STRIKE JAM$ 11 o QCONCRETEANCHORNOTES: FRAME ANCHORING G k' k' 1. Concrete anchor locations of the comers may be acgWled to molnfotn the ndn. Masonry 1 X buck conshvctlon 1 Z a A edge distance to morlarjotnfs. MAX. 1 Z a; 0 i i2. Concrete anchor locoflons noted as ON CENTER' must be ocgwted to l n m matnfoln the min. edge distance to mortar joints. additional concrete anchors F may be regvked to ensure the 'MAX ON CENTER" dhnenslon are not exceeded.G i 3. Concrete anchor fable: 12 1 12 INZ U t»52208 . sarF: N.T.S. 9 HINGE DETAIL W-er• DWS m owc sm LFS 3 WOOD SCREW INSTALLATIONNOTO: OPAWW No.: a 1. Maintain a mbsfmum 5/8-edge distance. 1'end distance, d 1-o.c. spacing of FL-8871.5 0owoodscrewstopreventthespEttkVofwood. MW_Lor 8 0 ANCHOR ANCHOR ` MIN. CLEARANCE MIN. CLEARANCE iU EMBEOMENi TO MASONRY ;: AOJAI:EM TYPE SIZE :' FOGE, ''.. ANCHOR 1Tw a t/ t•t/a- r TAPCON 11W/ u- TA CONe t•t/a- r t•t/r 4.56" ,_I O ll HEAO S DEimt 5 8TT-Fw::; RESHOLD trw44v setl.adNsl 5.75 4 5 IRESHOLD OulsMV standard wl d THRESHOLD Crowing adlusW* 4 THRESHOLD ouls%ft coastal 6 BILL OF MATERIALS T- REM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. I/4" SHIM SPACE WOOD D 114" X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/ 16" X 3.1 /4" PFH ITW CONCRETE SCREW STEEL J 1/4"X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 0 X 2-1/T PFH WOOD SCREW 11.1 S" MIN. EMBEDMENT STEEL I INSWING ADJUSTABLE THRESHOLD (15300AJ) ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD S OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG>=0.42 WOOD 9 JAMB OAK SG>=0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 R 10 X 3/4" PFH SCREW STEEL 13 99 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL IS SECURITY STRIKE PLATE STEEL 16 8 X 2-1/T PFH SCREW STEEL I7 8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.07T THK. SMOOTH STAR F = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC F = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.56" ,_I O ll HEAO S DEimt 5 8TT-Fw::; RESHOLD trw44v setl.adNsl 5.75 4 5 IRESHOLD OulsMV standard wl d THRESHOLD Crowing adlusW* 4 THRESHOLD ouls%ft coastal 6 T- NfflRE$IfOLD MAX. DESIGN PRESSURE = +1- 50 PSF OWS L,ac rn: LFS FL -8871.5 ET 8 or 8 Florida Building Code Online Page 1 of 6 Comments reapply 11/28/17 Archived O Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterf'ield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 w Bas Moms lop In User Repisbabon Hot TOD:6 Submit Surcharge Stats 8 Facts i Publications FBC Stag I Bas Site Map Unks Search Product Approval LA'rUSER: wIffi 1b" Public User Product Approval Menu > Produt[ or Application Searc_h > Application Ust > Application Detail FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived O Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterf'ield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL152795279 R5 Eauiv 20170809 - FBC - DASMA 108 eaulv.Ddf FL15279 RS Eauiv 20170809 - FBC - DASMA 115 eaulv.Ddf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://www.floridabuilding.oriz/t)r/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 Q... 2/1/2018 Florida Building Code Online Date Pending FBC Approval Date Approved Summary of Products Go to Page = 12/05/2017 Page 2 of 6 0 O Pagel/80 1* https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZl Q... 2/1/2018 FL # Model, Number or Name Description 15279.1 001 W3-09 DSIE-1Al71: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS II 101655-Rev12.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, ARISP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes Impact Resistant: N/A of inspection.pdf FLIS279 R5 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS II 103952-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1AI71: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of mspection.Ddf Impact Resistant: N/A FL15279 R5 C CAC W3 Listino Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building Code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLIS279 RS II 104175-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCOOE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 RS C CAC W3 Listino Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 II 101820-Rev13.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.5 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv")yVVKJZl Q... 2/1/2018 Florida Building Code Online 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDISP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.7 148B, 007 W3-16 PAN -21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-iF171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Page 3 of 6 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and oroof of msoection.Ddf FLIS279 R5 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104028-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and oroof ofinsaaction.pdf FLIS279 R5 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 104168-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R5 C CAC W3 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 101308-Rev12.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports 11 Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of mspection.pdf FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101652-B-Revll.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of mspection.odf Impact Resistant: No FL15279 R5 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the budding code but Installation Instructions FL15279 R5 II 103969-5-Rev02.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZ1 Q... 2/1/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-I F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for wmdbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FLIS279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104183-RevOl.odf Verified By: Intertek Testing -Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE6 W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN -2F151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GR5S, GRSSV, ARSS, ARSSV, EDSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN -2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V., SL4V, ARASV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +25 PSF/-32 PSF Other. The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FL35279 R5 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C CAC W4 LlstinO Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 300159-B-Revl6,odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Panty: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of mspection.pdf FL15279 R5 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 H 103486-B-RevO8.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO -2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-IF171:4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other. The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Page 5 of 6 Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103549-Rev06.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 101481-B-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof ofinspection.Ddf FL15279 R5 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104029-B-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSlEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga. min.) with Overlay Double -Car (up to116'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes.. Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 103046-Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of msoection.pdf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104169-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 Florida Building Code Online 15279.19 Page 6 of 6 019 W4-16 DSIUO-1K479: Canyon I Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R5 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 104457-Rev02.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN -2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE®-W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GDSSV, GRSS, GR5SV, Al ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page O Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insoectlon.pdf FLIS279 R5 C CAC W4 Listina Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 101711-B-Rev15.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Beck Nert I 0 Page 1/ 8 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1821 The State of Florida is an AAIEEO employer. Copyright 2007.2013 State of Flonda..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida to., email addresses are public records. If you do not want your e-mail address released ,n response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mall If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dict here . , Product Approval Accepts: M Credit Urd Safe https://www.floridabading.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 TANOW N]R LVCO fN6 omu .mn rpt GA to a C10.Y tf.ow. a4LLOW s tv Tt m a 0 01111110 #III 1110 01111114 0 IIImIIIIIMIIIIIME 1 W — 1l®I1I7I m A I 0/IO.L WIO A a.. NI0911 .ore - 1 Y.As9C alar WSW -Am Dam Voma[ rarer Js DD®a am aAw-.M6 a An M.eNm Nd/w. WART9003 r r • :orrMLa e e< m ram r r Y Nrm,m.a Man. av t• SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A' AND STANDARD CONSTRUCT DETAIL '8'; TRACK AND JAMB DETAILS. MO IRIIMtMANC K MM"I p it IN III III IN IN SHEET 1 OF 2 OPTIONAL GLAZING MAY BE SFANWD OR IMPACT RESISTANT GLAZING. SEE SECTION B_B FOR OETAIS. MAX. STANDARO SIZE IS 42-1/2'.16'. IMPACT RESISTANT MAZINO IS 21-6/6'.14-1/6'. r . 10 CA WaAs PNA CRAIGowtam mon omm mm Naos Tamm L a lSCISA" 4C PtromI WiERTFRE M PA v sa. %. vmrcr r. ua E, I 41 s eu i s JOIMS.- e mm aruaam.s 10 DENSITY POLYSTYRENE FOAM INSULATION 1-5/16• THICK WITH VIM NNRCELL BACKER (INSULATED MODELS ONLY) 25 Gl MIN. GALV. STEEL SKIN WITH A BAKED -ON PRUER. LAND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOAT SIDES OF STEEL SINN. res e.a rm. a a®M ®, rarer q eL NUL" am[ MIwwa aLe0A0i p a ao-r0 ra 9s rmwm mms r Iu® R e0 r OF gam N Oo mC A wn m aeR MO U 1a0 N C®aYQ ere rs aR-Ym'O c.awo a . aum rrvls rra err .na vm aRire O u m u w m COW" LC. LG. LC LC . rrwr m man v a v v s Clopay MmBLVD. 5565 DUKE MATV1E Building Products ,_vm ON 00440 Ot11r"' r'.mnnnv (513) 570-4600 SECTION A -A (SIDE vim 3' TALL U -BM 20 GA, GALV. STEEL. LIN. YERD SIRENOTH: 50 KSI THICK 1I3 r I T 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 4.5 B' 1SHEET METAL 14 Oil CALK ROLLER HINGE EACH HINGE FASTENED TO END SIRES WITH (4) /14.5/6• SHEET METAL SCREWS AND (4) 1/4'.3/4' SELF TAPPING SCREWS. SEE NEW 'B'. 3' TALL . 20 GA. DALY. STEEL U -BARS IN A 2-1-2-1 PATTERN (I.E. TWO U -BARS ON BOTTOM SECTION. ONE U -BAR ON NEM SECTION. ETC.). EACH U -BAR ATTACHED ER (2 1/1'. Tg SELF TAPPING SCREWS 13 GA, MV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14.5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION t VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF k -24.5 PSF TEST WADS: +36.0 PSF t -37.0 PSF VNIaAnv 9Arva "" 1 9Nm W4 16.0- W . 16.0-H E10vT131 CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16-W +24/-24.5 PSF b-17— 101711 BC tAImAR ImR' fAlim IAa6 T>amt ®n Nmt !7 a C a tat mAr Goss.®tv, ruaner 019 Gmv KLICS AirmTnrARas AASV To H Oo: DoteeAIr4414• mm mw JAM 4vawn lumLam to 4 V,.T a tralsn a t. 0111106 1-1 •OA =men Nm um tAo ry o IIi 30M IMA a SoallaMW talc am le NOlmt A whI Www tlwaCL Ilnaama arm 00 for nWmm Info. 12 ORK AIIOIIOR Rn OM D' m11W pnee p IOL 00I1Oa4 U mumu mR Ulm Alla Cm1/4'ar vpm ww" T IY C0110a (7400 9 IOL amcm a Irmam (0-00 0000. 1' oA %R 1 SIM A006 n e 0". r m fiwl tiami Ir,umoe• M 00 6MUX = `) m°` AN00@ rm t COISIIamm lOR laf a01a0D1 10 1117 R A Rm Io0rm0 RArACL NO MOML 1•lm m mr lYlm01 W& IaMm q[ 1 A N1Q wmt a lira i:'.7/.' s <0 NIU m 04M 101-u1. A UCC= OEMlW SECTION B -B (IMPACT -RESISTANT GLAZING OPTIONI IMl' ALSO E a0101U m OMM MUME /A MM m4kim arl0 CONowaoa a Tm 1/. ON aAtlz roawWl s Aum rsw IOUOro R 0001 06WL1 lt0 OII) X810 Raw M IOL 4AlY. am 00 iNL he TOIA le[ MO R.I tmwaa Ra1a1 401YLtom—UM m t0 a Orr. om tam fmL— SHEET 2 OF 2 STANDARD ASSEMBLY DETAILS ORAMnNO 10 171 1-B nolo /me[ rlN av Rama ON Omm }AA¢ mm nw nom m "m a mawmm n11N avwx IsmDua dela. m INKM aAnN Url ino p.y• AN IrAo tatr. CONSTRUERMmSte. O9 al 1 AC"= lrla aALAILL a+mwl /dme atAsa a "MaM am 00 U= O #NWW Da KAM a ACOOmro[ WN me/fto fmnt MW DOOR ASSawr e11V11M N CObrW= mN TM SO.Sm ram Im 010 IMO a-- -- a' THE Ham\ 11t00o amt OR WOWTOK IEa Afa Om amlaa Ns. awls a nape} 0 Clopay P' ea' 10` `a1pOaD P Bullding Products L°iAsa,°p" ;;i74/ t3D3t rmmnnnv (513) 770-4800 Imm. TRACK OONTIOI1 Tm ABOVE THE DOOR OPENDTO DOES NOT AREOr THE WWO LAID RATDIO OF THIS DOOR LHR TOP BRACKET K w.vsna ruo440mDOUBLE ONTALn1a7/e o oo w SCUM TRACK umwNFAOROOr"OoLt G8av1IDN WL Lnlial Rro a Aw TV. >-1/1.11 CA MY. am TRF= arom. 4) heal teams rat Raz mm mrer IeAeI Is Iww. aAeur bm Doan " r ML NM Olt t If/OI 111.0f 000OQ. 11 mm111p, !i0104m O 1p1W" O attll 0 4oa i1 Ram Itul IMPACT RESISTANT ASSEMBLY DETAILS m FOR U ORAWINO 10171 1-A n e 0". r m fiwl tiami Ir,umoe• M 00 6MUX = `) m°` AR *WALT FACMW na IIOIt MAL r am Y1/! IaMm q[ 1 A N1Q wmt a lira i:'.7/.' s <0 OESION LOADS: +24.0 PSF t -24.5 PSF SECTION B -B (IMPACT -RESISTANT GLAZING OPTIONI TEST LOWS: +38.0 PW k -37.0 PW a Tm 1/. ON aAtlz X810 Raw K4L DmI' 7 R.I tmwaa Ra1a1 401YLtom—UM W4 1GVW a 16b -H 1/3/97 mslm a Inial 10t SammLLi m"PTRN cLA551c AND cH RP STEEL PAN DOUBLE -CAR, 16V +24/-24.5 PSF Itiv-M r°ma. '• Dot` mnwwo a iae°R6 Bn nen „ I4ea[e Cr nt WAVOM o SOKCT FA anon am a at mww B v nt rawtCom" a Kmam MR m µ4o an tINRInt AM M AODOaDmR eml CIA00R WAOma 100 nt tows IVOIIBC Is= 0a M CKOW stmt e Aamm wmml VOL so raI14 serer amD.n rola IWMI wsnmt ItWU rgmO m nqt Cal llel w • We rill NAe /e00t >vevs. STANDARD ASSEMBLY DETAILS ORAMnNO 10 171 1-B nolo /me[ rlN av Rama ON Omm }AA¢ mm nw nom m "m a mawmm n11N avwx IsmDua dela. m INKM aAnN Url ino p.y• AN IrAo tatr. CONSTRUERMmSte. O9 al 1 AC"= lrla aALAILL a+mwl /dme atAsa a "MaM am 00 U= O #NWW Da KAM a ACOOmro[ WN me/fto fmnt MW DOOR ASSawr e11V11M N CObrW= mN TM SO.Sm ram Im 010 IMO a-- -- a' THE Ham\ 11t00o amt OR WOWTOK IEa Afa Om amlaa Ns. awls a nape} 0 Clopay P' ea' 10` `a1pOaD P Bullding Products L°iAsa,°p" ;;i74/ t3D3t rmmnnnv (513) 770-4800 Imm. TRACK OONTIOI1 Tm ABOVE THE DOOR OPENDTO DOES NOT AREOr THE WWO LAID RATDIO OF THIS DOOR LHR TOP BRACKET K w.vsna ruo440mDOUBLE ONTALn1a7/e o oo w SCUM TRACK umwNFAOROOr"OoLt G8 av1IDN WL Lnlial Rro a Aw TV. >-1/1.11 CA MY. am TRF= arom. 4) heal teams rat Raz mm mrer IeAeI Is Iww. aAeur bm Doan " r ML WIN= Baa' WL 1p1W" O attll 0 4oa i1 6 14 - Or w ar SM FM 00=6 Dt11UIOOANLitlM Clea Imr AR *WALT FACMW na IIOIt MAL r am Y1/! OESION LOADS: +24.0 PSF t -24.5 PSF TEST LOWS: +38.0 PW k -37.0 PW C: PAN-2FI53 X810 Raw K4L DmI' 7W41GVWa 16b -H 1/3/97 m"PTRN cLA551c AND cH RP STEEL PAN DOUBLE -CAR, 16V +24/-24.5 PSFRanJAC Bn I4ea[e mww B 101711 IVOIIBC Florida Building Code Online Page 1 of 4 A 1 S • y .Y1' Im 14r r DCIS Home Log In User RegWratlon Mot TOP.= Submit Surcharge Stilts Q Facts Publications j FSC Staff SCIS Site Map Links I Search j Ore Product Approval USER: Public User Product Approval Menu > larch > Application List > Application Detail FL # FI -17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ri MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 EM 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 01/15/2018 01/15/2018 01/21/2018 Year 2011 2008 2011 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Summary of Products Page 2 of 4 FL tt Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fln) Impact Approved for use outside HVHZ: Yes (41.0 Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fln) Imoact (5) Design Pressure: +55/-55 Done.odf Other: R-PGSS', Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flange) impact bedded in Pecora 896 sealant. (3).Ddf FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08-02545B.pdf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321B-3.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAG APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).Ddf FL17499 R3 C CAC MI Windows - 185 SH (Fln) (12).DdfDesignPressure: +60/-60 Other: R-PG60 FL17499 R3 C CAC MI Windows - 185 SH (Flange) 10).Ddf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-02549B.pdf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327B-4.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI windows - 185 SH (Fln) (13).odf Design Pressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Fln) (14).udf FL17499 R3 C CAC MI Windows - 185 SH (Flange) Other: R-PG60• 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 08-02550B.odf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328B-5.pdf Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fn, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH 042522).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions FL17499 R3 II 08-03163.pdf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.pdf Created by Independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact LL•2dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact https:llwww. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/1/2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 3).Ddf Other: R-PGSS, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flange) impact 2).DdfbeddedInPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 11 08-025448-1.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51332OB-i.Ddf Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fn/Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:'No FL17499 R3 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG weiver)5-81G 1-8A 52 1-8X84 R60(100918).p j1ApprovedforuseoutsideHVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).DdfImpactResistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).DdfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanne) (9).pdfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 II 08-02546B-2.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322B-2.Ddf Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Approved for use outside HVHZ: Yes 3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Design Pressure: +50/-50 4).Ddf Other: R-PG50' FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanoe) 3) odf FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanoe) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548B.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Pbrty: Yes Evaluation Reports R3 AE 513324B-6.odfFL17499 Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC Ml Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3).Ddf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).Ddf Other: R-PG4S FL17499 R3 C CAC MI Windows - 185 SH Twin (Flange) 3). Ddf FL17499 R3 C CAC MI Windows - 185 SH Twin (Flange) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 installation Instructions FL17499 R3 11 08-025478-7.Ddf Verified By: Luis R Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323B-7.pdf Created by Independent Third Party: Yes F----1faext Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850.487.1824 The State of Florida 4 an AA/EEO employer. Copyright 2007.2013 State of Flonda.:: Pnyacv Statement .. Accessibility Statement :: Refund Statement https://www.floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1/2018 Florida Building Code Online Page 4 of 4 Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records reduesC do not send electromc mall to this entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. "Pursuant to Secuon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address If they have one The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please clock here . Product Approval Accepts: W' CredR Card — Safe. https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgtCUGgvjQiz6B... 2/1/2018 NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCOAOANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 18 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS — I REV I DESCRIPTION I GATE I APPROVEO A REVISEO ANCHOR SPACING & CHARTS 07/11/16 R.E. B REVISED GLASS 10/02/17 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY. HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063—TS FU-30KSI .048" THICK MINIMUM I TABLE OF CONTENTS SHEET NO. I DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 1COMPONENTS SIGNED: 12/14/2017 DOORS, LLCMIMAD a I II/0 650 WESTETSTREET GRATZ. PA 17030-0370 51 VGENS;gcP' v 1110y6125SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON—IMPACT iv,Efi NOTES SATE OF FS;°<ORLOP' G oaAwN o. oTlc -.- 08-02549 REV 08 5X549 B i/S/DNA j1Elop LUIS R. Lomas P.E. iL No.: 62514 sauc areNTS 12/29/14 1 OF 11 L. ROBERTO COM SP.E. 1432 WOOOFORO RO LEWISVXLE, AC 27023 u4,eee,asoy ,na„s y„I.so.00,N L FR HE 52" MAX FRAME WIDTH 2" MAX ------ 1 16" MAX O.C. 2" MA; 1 FF HE 52" MAX FRAME WIDTH 2" MAX 16" O.C. 2 T— AX IME CHT 16" MAX OMAX / 2" 16" MAX O.C. 4 Frame 2" T_ X 1 FF HE REVISIONS REV OESCRIPnON GATE APPRMO A REVISED ANCHOR SPACING & CHARTS 07/11/16 R L. 2 MAX 8 REVISED GLASS 1 10/02/17 1 R L 1 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION SEE CHART / 1 FOR SMALLER UNITS REOUIREO ANCHORS SEE CHART I1 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE CHART rY 1 52" MAX FRAME WIDTH 2" MAX 16" MAX 0 C. { 72" 16" MAX O.C. O Frame 2" T_ MA AME IGHT Height Q X 18.00 24.00 30.00 1 _36.00 REVISIONS REV OESCRIPnON GATE APPRMO A REVISED ANCHOR SPACING & CHARTS 07/11/16 R L. 2 MAX 8 REVISED GLASS 1 10/02/17 1 R L 1 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION SEE CHART / 1 FOR SMALLER UNITS REOUIREO ANCHORS SEE CHART I1 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE CHART rY 1 NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH 0 L 0.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED O.L.O: 49 3/8" X 32 1/2", HARDWARE SCHEDULE METAL SWEEP LOCK AT IT FROM EACH ENO INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FLANGE & FINLESS ELEVATIONS oRAax tAvc No. N.C. 08-02549 SME NTS torr 12/29/14 S"EET2 OF 11 L ROSERTOLOMASP.E. 1432 WOODFORD RO LEMSVILLE. NC 27023 434 -6M -OM. dbw$®iMusW mm SIGNED: 12/14/2017 Rt1Lo9/// 7• c E N v Lr 10 .4IPOF' Luis R. Lomas P.E. FL No.: 62514 Number of anchor locations required Frame Frame Width ito Height 18.00 24.00 30.00 1 _36.00 42.00 1 48.00 52.00 in) Head Jomb Head I Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 1 3 4 3 4 3 4 4 4 4 4 4 4 54.00 25 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 , 3 5 4 5 4 5 4 5 72.00 2 6 3 1 6 3 6 1 3 6 4 1 6 4 1 6 4 6 NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH 0 L 0.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED O.L.O: 49 3/8" X 32 1/2", HARDWARE SCHEDULE METAL SWEEP LOCK AT IT FROM EACH ENO INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FLANGE & FINLESS ELEVATIONS oRAax tAvc No. N.C. 08-02549 SME NTS torr 12/29/14 S"EET2 OF 11 L ROSERTOLOMASP.E. 1432 WOODFORD RO LEMSVILLE. NC 27023 434 -6M -OM. dbw$®iMusW mm SIGNED: 12/14/2017 Rt1Lo9/// 7• c E N v Lr 10 .4IPOF' Luis R. Lomas P.E. FL No.: 62514 7 N FR HE 52" MAX FRAME WIDTH z" MAX t o" MAX o.c. I I r 2" MAX REVISIONS REV OESCRtPnON aATE I APPROVEO A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L 2" MAX 8 REVISED GLASS 10/02/17 R.L. CHART#2 52" MAX FRAME WIDTH 2" MAX Number of anchor locations required 10" 2to" MAX 0 C. O MAX O.C. O 2. 2" 18.00 24.00 IAXAX aME GHT 52.00 H 6 5 Jomb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S JambAME ICHT 24.00 3 4 3 4 3 5 3 5 3 6 3 X 3 30.00 REVISIONS REV OESCRtPnON aATE I APPROVEO A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L 2" MAX 8 REVISED GLASS 10/02/17 R.L. CHART#2 52" MAX FRAME WIDTH 2" MAX Number of anchor locations required 10" MAX O.C. 2to" MAX O.C. O 2. Haight 18.00 24.00 IAX 48.00 52.00 In) H 6 5 Jomb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S JambAME ICHT 24.00 3 4 3 4 3 5 3 5 3 6 3 X 3 30.00 3 REVISIONS REV OESCRtPnON aATE I APPROVEO A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L 2" MAX 8 REVISED GLASS 10/02/17 R.L. CHART#2 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH 0L.O.• 47 5/8" X 32 1/2". 3 MAXIMUM FIXED O.L.O.: 49 3/8" X 32 1/2", HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH ENO INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FIN ELEVATIONS oRAw* owo No. aLv f 08-02549 B NTS OATE 12/29/14 T3 OF 11 L. ROBERTO LOMA$ P E. 1432 WOODFORD RD LEWISVXLE NC 27023 4344M -O 69 4a1RIrs@&ly YSPe COR4 SIGNED: 12/14/2017 co ,a ! IL 04 qGEWs'Jli' I TAT SEOF SNA j1 NG\\. Luis R. Lomas P.E. FL No.: 62514 Number of anchor locations required Frame Frame Width In Haight 18.00 24.00 30.00 36.00 42.00 48.00 52.00 In) H 6 5 Jomb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb H 6 S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5. 6 5 6 6 6 6 6 60.00 3 73 7 4 7 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 B 6 8 6 B 72.00 3 6 3 6 4 8 5 6 5 B 1 6 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH 0L.O.• 47 5/8" X 32 1/2". 3 MAXIMUM FIXED O.L.O.: 49 3/8" X 32 1/2", HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH ENO INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FIN ELEVATIONS oRAw* owo No. aLv f 08-02549 B NTS OATE 12/29/14 T3 OF 11 L. ROBERTO LOMA$ P E. 1432 WOODFORD RD LEWISVXLE NC 27023 4344M -O 69 4a1RIrs@&ly YSPe COR4 SIGNED: 12/14/2017 co ,a ! IL 04 qGEWs'Jli' I TAT SEOF SNA j1 NG\\. Luis R. Lomas P.E. FL No.: 62514 IIIII ` #10 WOOD SCREW 1 MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I INTERIOR I/2" MIN EDGE INTERIOR J DISTANCE X10 Woo, SCREW WOOD FRAMING 2X BUCK EXTERIOR O BY OTHERS BACKER ROD k APPROVED EXTERIOR SEALANT I IIIJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD dt APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FLANGE INSTALLATION DETAILS DRAWN: UNG NO. N.G. 08-02549 scuE NTS -E 12/29/14 —4 OF 11 L. ROBERTO LOM4S P.E. 1492 WOODFORD RD LEWISVILLE, NC 2702) 434-M-OW9 AbM&S@bbmuMaom W¢ APPROVED 07/11/16 R.L. 10/02/17 R.L. SIGNED: 12/14/2017 111111/1 7jic, R • to E IV Ik.• 0 8 :yl TATE OF i, 5O A REV iP : ORIaP Luis R. Lomas P.E. FL No.: 62514 RENSIONS 1/2" MIN RE OESCRIPfgN EDGE DISTANCE A REVISED ANCHOR SPACING do CHARTS WOOD FRAMING OR 2X BUCK B REVISED CLASS BY OTHERS I 1/4" MIN. EMBEDMENT BACKER ROO do APPROVEDWSIHIM MAX. SEALANTPACE IIIII ` #10 WOOD SCREW 1 MIN. 1/4" MAX. EMBEDMENT SHIM SPACE I INTERIOR I/2" MIN EDGE INTERIOR J DISTANCE X10 Woo, SCREW WOOD FRAMING 2X BUCK EXTERIOR O BY OTHERS BACKER ROD k APPROVED EXTERIOR SEALANT I IIIJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD dt APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FLANGE INSTALLATION DETAILS DRAWN: UNG NO. N.G. 08-02549 scuE NTS -E 12/29/14 —4 OF 11 L. ROBERTO LOM4S P.E. 1492 WOODFORD RD LEWISVILLE, NC 2702) 434-M-OW9 AbM&S@bbmuMaom W¢ APPROVED 07/11/16 R.L. 10/02/17 R.L. SIGNED: 12/14/2017 111111/1 7jic, R • to E IV Ik.• 0 8 :yl TATE OF i, 5O A REV iP : ORIaP Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2' MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR owl -1 EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT do APPROVED SEALANT 1/4' MAX. SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 10 SMS OR SELF DRILLING SCREWS 1 - MIN. EDGE DISTANCE / META STRUCTURE BY OTHERS REVISIDNS REV OESCRIPWN MIE APPROK0 A REVISED ANCHOR SPACING do CHARTS 07/11/16 RA. B REVISED CLASS 10/02/17 RL. 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FLANGE INSTALLATION DETAILS ORAww 7No. N.G. 08-02549 saLE NTS I OAIE 12/29/14 s'w5 OF 11 L. ROBERTO LOMAS P.E. IUM WOODFORD RD LEH4SV4.LE, NC 27023 434-M-OW9 dbRu®wm+ws m SIGNED: 12/14/2017 S 1R!1L/0//,//i GEN'y 9'p AT 5EOF Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS :• e 1 1/4" MIN. OPTIONAL IX BUCK • ! ° ° EMBEDMENT SEE NOTES 3 — 7 SHEET I 1/4" MAX. BACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" TAPCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 1- 3/16" TAPCON 6 RLVKIDNS ,, REV DESCRPRpN DATE APPROVW A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 1 RL 1/4" MAX. SHIM SPACE INTERIOR I• 2 1/2" MIN EDGE v DISTANCE EXTERIOR BACKER R00 8 APPROVED OPTIONAL IX BUCK SEALANT SEE NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES, I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROOAPPROVED NOTSHOWNFORCLARITY. k APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017 OPTIONAL IX BUCK 1/4• MAX. .. MI WINDOWS AND DOORS, LLC 1111111ii SEE NOTE 3 — 7 SHEET I SHIM SPACE 650 WEST MARKET STREET R•, `Dq ii GRATZ. PA 17030-0370 J S GEN$ U+% CONCRETE/MASONRY BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT 0 5 • * = r b FLANGE INSTALLATION DETAILS Al OATE OF e •' • .. J' • .°.' ORAwN•0M No. 08-0U69 REV B moi FS , (ORIO G\ fit j`1Q1111101\ suuE NTS OATE 12/29/14 OF 11 VERTICAL CROSS SECTION LROSERTOLOMASP.E Luls R. Lomas P.E. CONCRETE/MASONRYINSTALLATION 14M WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514U4.6W-OW9 °brtws DYWMSWcan 1/2- MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD B APPROVED 1/4" MAX. SEALANT SHIM SPACE 010 WOOD SCREW BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES' 1 INTERIOR AND EKTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM 62112 aenslONs DESCRIPTION OAIE I APPW40 REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. 1/4" MAX EMBEDMENT I SHIM SPACE MIN INTERIOR EDGE DISTANCE B 10 WOOD SCREW WOOD FRAMINGEXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/14/2017 LLC 1R 11L0// MI650DWEST MARKET STREET \`N r, GRATZ. PA 17030-0370 I,"vVGENSp SERIES 185 ALUMINUM SINGLE HUNG WINDOW *•' Dy6 5 52" X 72" NON—IMPACT — ((7<I o7aFINLESSINSTALLATIONDETAILS :-A . TATE OF WL, cFs; F(01i10Q: ":L ORAWN: owc No RLv N.G.08--0 2549 e ONA are n a` NTS 12/29/14 E 7 OF 11 L AMERFOLOWSP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL No.: 62514U•6CC•0609 iMn s®L'4msP ovm 2 1/ MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a''! u 4 / OPTIONAL IX BUCK . • 4 EMBEDMENT SEE NOTES 3 - 7 SHEET 1 - 1/4" MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 3/16' TAPCON 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16' TAPCON 2 MIN. EDGE DISTANCE I REVISIONS OESCMPIgN GATE I APPROVEO REVISED ANCHOR SPACING & CHARTS 1 07/11/16 R L REVISED CLASS 1 10/02/17 1 R.L. OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 1/4' MAX. SHIM SPACE INTERIOR i EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEAASONRY INSTALLATION SILL TO BE SET BACKER ROD APPROVED IN A BED OF APPROVED NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT STRUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 1/4' MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017SEENOTE3 — 7 F SHIM SPACESHEET1 T MI WINDOWS AND DOORS, LLC I11111III,, CONCRETE/MASONRY 650 WEST MARKET STREET GRATZ, PA 17030-0370 5 R 041.f / GEIVSF 9 BY OTHERS W. v 4' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5 T= e• 52" X 72" NON—IMPACT 9ATEFINLESSINSTALLATIONDETAILS OF ORAwN owc No 08—0 2E599 REv B FS: 1,(ORIOt- j/S%NA 11SaVERTICALCROSSSECTIONsuLENTS °"E 12/29/ 14 OF 1 1 CONCRET&MASONRY INSTALLATION L. ROBERTO LOADS P.E. 14M%VOOFOR0 RO LEMSVR.LE• NC 2MM LUIS R. Lomas P.E. FL No.: 625144946W-OW9 db'"S@&MUSpF.M" APPROVED SEALANT BEHIND FIN I 7/16" MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX F SHIM SPACE WOOD FRAMINGI 1/4' MAX BY OTHERS r SHIM SPACE RMms • REV OE5CRwTloR MiE I A MRMW A REVISED ANCHOR SPACING k CHARTS 07/11/15 RL. B REVISED CLASS 10/02/17 R.L. INTERIOR S6 WOOD SCREW INTERIOR 1 DME MIN. EMBEDMENT APPROVED SEALANT p. EXTERIOR BEHIND FIN 7/16- MIN II III EXTERIOR EDGE DISTANCE 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN C.MOCUTALN 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/14/2017 0111111///// J J S R • L p* TAT 5EOF0. kms, i/;/s10;Aj1\\ Luis R. Lomas P.E. FL No.: 62514 NOTES: 1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FIN INSTALLATION DETAILS oaAwer. owc Ro. N.G. 08-02549 SCAU NTS I — 12/29/14 —E710 OF 11 L. ROBERTO LOMAS P.E. I4W HVOOFORO RO LEV4MLE. AC 270M 4.W -M-0609 dWnas@ bluv@@ SIGNED: 12/14/2017 0111111///// J J S R • L p* TAT 5EOF0. kms, i/;/s10;Aj1\\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE W.AS OR l =M_ SELF DRILLING 010 SMs OR INTERIOR SCREW SELF GRILLING R SCREWS REVISIONS OESCIMPON GAVE APPRWEO REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 RL. 1/4" MAX. SHIM SPACE SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROO SEALANT k APPROVED SEALANT 1/4" MAX. F SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE IIJSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACT FINLESS INSTALLATION DETAILS ORAW . ORG N0. N.G. 08-02549 r TS O°E 12/29/14 sNEErgOF 11 L. ROBERTO LOMAS P.E. 1432 HVODFORO RO LEWISKEE, AC 27023 434 -M - MO dbM35O*LM Ve CPRI SIGNED: 12/14/2017 to O S'.yr STATE OF ;tuz AL Luis R. Lomas P.E. FL No.: 62514 REVISIONS 2 3/16- 1 7/8" — 1 3/81-- RLQ DESCRIPTION are A"RMO 2 3/16" —I A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 8 REVISED GLASS 10/02/17 R.L. 13/16 2 3/16" 2 3/164 1 5 16' pI 5/8' FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB cm - 18501 cm - 185413 CM -18553 cm - 18513 1/8" ANN. 1/8' ANN. ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5 050' THICK 1/8" ANN. 2 5/16" —I 2 5/16' —I 2 5/16" —I .090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR 2 3/ 16" — INTERIOR 3 3/8" 2 13/1 3 3/4" F, I 1/2" SITE SILICONE SEALANT 2 5/I6' IL I SETTING ©LOCK FLANGE FRAME SILL FINLESS FRAME SILL JI GLAZING DETAIL CM -18502 cm -18554 FIN FRAME HEAD ALUMINUM 6063-T5.055" THICK ALUMINUM 6063-T5.055' THICK FIN FRAME SILL cm -18509 CM -18508 ALUMINUM 6063-T5 055' THICK ALUMINUM 6063-T5 050' THICK 17/16- 2 3/8" L 2 5/16" 2 3/16" 1 EFF Lff 2I" LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB cm - 18505 CM -18555 CM -1850418504 CM -18510 ALUMINUM 6063 -TS 062' THICK ALUMINUM 6-T5.050' THICK ALUMINUM 6063-T5.055' THICK ALUMINUM 6063•T5.050' THICK 063 SIGNED: 12/14/2017 MI WINDOWS AND DOORS, LLC``111111/I/j, I 3/8' 650 WEST MARKET STREET GRATZ, PA 17030-0370 J S R• L041,9 i II v••GENS 1P= i" 15/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•' 52" X NONIMPACT k= b 0POTCOMPONENTS1TATF cQ= GLAZING BEAD SASH STILE 50R10Q;• cm- 18 s RIGID PVC.O50'THICK CM -18507 ALUMINUM 6063-T5.050'THICK omw owc No. 08-ORZE549 REv B jss ONAj1EaG ogreNTS 12/29/14 I1 OF 11 L RMERTO LOMAS RE 1432 WOODFORD RD LEW/SVXLE, NG 27029 Luis R. Lomas P.E. is No.: 62514134.680.OW9 dbms6rbma"Com Florida Building Code Online Page 1 of 3 0'. qm- I BCIS Home I Log In I User RegiStratwn Not Top,cs Submit Surcharge Stats b Facts Publications j FBC Staff SCIS Site Map UnkS Search Product Approvald-bpr USER. Public User Product Approval Menu > ProduG or Aoolicaoon Search > Aoollcahon List > Application Detail FL # FL15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived n Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved 01/04/2018 https://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 1 /31/2 018 Florida Building Code Online Summary of Products Page 2 of ' -3) FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL153495349 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL153495349 R9 C CAC ADC 12787.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLIS349 R9 II 08-02357B.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 513124B.Ddf Created by Independent Third Party: Yes 15349.2 185 PW IS9 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 15350.odf Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure. +SS/ -55 Installation Instructions Other: R-PG55 FI 15349 R9 II 08-02949.0df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 18S PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15454.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R9 II 08-02948.odf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R9 AE 513782.Ddf Created by Independent Third Party: Yes 15349.4 1185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 8272.0df Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.0df Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW -R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-01614B.Ddf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 512278B.Ddf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 7962.0df Approved for use. outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/ -SS Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R9 II 08-01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FLIS349 R9 AE 512277B.Ddf Created by Independent Third Party: Yes r. ---i Nut Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State or Florida Is an AA/EE0 employer. copyright 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/3 1 /2018 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are Public records. if you do Trot want your e-mail address released in response to a Public records request, do not send electronicmall to this entity. Instead, contact the office by Phone or by traditional mad. If you have any questions, Please contact 850.487.1395. 'Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the Public. To determine If you are a licensee under Chapter 455, F.S., Please click h=. Product Approval Accepts: ag 46id Credo Card Safe https://www.floridabuilding.org/t) r_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 1/31/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd -1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE s6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 0ESCWPnON I DATE I APPFtME REVISED MSTALIATION DETAILS 06/01/19 R L REVISED NAME AND ADDRESS 1 10/27/16 1 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR IX BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL .BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048' FY-33KSI/FU-52KSI OR ALUMINUM 6063—T5 FU-30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 I NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 11/15/2016 DOORS, LLCMIWINDoWw S w. Lo .LoAi4aDK GRATZ, PA 17030 GENSF,dT A1110y61/ SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT ck: 1 6iATE OFNOTES 1 W, i'°FS;°(ORLO; ONoaAve, orle w. eEv J.L. are 08-02357 B NTS 09/03/14 OF 121 LUIS R. Lomos P.E. FL No.: 62514 L. ROBERTO COMAS P.E. 1/32 WOODFORD RO LEN7SVILLE. MC 27023 131.666.0609 R>•oorn j REFER TO CHARTS - ' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do J2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAW _r N0. r 08-02357 NTS 01 09/03/14 —2 OF 12 L RO9ER70 LOMAS P.E. w1432WOODFORDROLEINSLLE. NC 27023 43440,0609 momaS@*bmsW4nrm SIGNED: 11/15/2016 MM 61 *= o' 0. W ONA II G x Luis R. Lomas P.E. FL No.: 62514 72 1/2- MAX FRAME WIDTH REIRSIONS '. RN DESCR P7gN DATE APPROVED 6 MAXr—r- 181 MAX G.C. I 6 MAX NOTES: A REVISED INSTALLATION DETAILS 06/01/15 RL 1. MAXIMUMO.LO: 69Y4•X69Y4' 8 REVISED NAME AND ADDRESS 10/27/16 R.L. L CHARTFI 18 . Number of anchors required (wl houf rigid Hlleq) MAX O.C. Frame Frame wldllifin) T thigh' 2400 30.00 6.00 42.00 48.00 6400 60.00 66.00 72.50 1n) Nt5 amb Ht5 amb Ht5 amb HSSIJ&mb HaS Pamb His Jamb H&S amb His amb HtS amb 24.00 2 1 2 2 2 3 1 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 2 2 J 2 J 2 3 2 4 2 4 2 4 2 5 2 71 1/2_ 3100 2 3 2 3 3 3 J 3 3 3 4 3 4 3 s 3 s 3 MAX 4L0o 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 a 3 FRAME 46.00 2 3 2 3 J 3 3 J 3 3 4 3 5 3 6 J 6 3 HEIGHT54.00j 2 1 2 4 J 1 J 4 J 4 4 4 S 4 6 4 7 4 60.00 2 4 2 4 3 4 3 S 3 S 4 5 5 5 6 5 7 S I 6100 2 4 2 1 3 5 J S 3 6 1 6 S 6 6 6 7 6 IL 71.60 2 S 2 S J S 1 J 6 3 6 1 4 1 7 S 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 do J2 EXTERIOR VIEW CHARTR2 FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (With rigid fillers) 72 1/2" MAX FRAME WIDTH Frame wldlh (in) 6- MAX — 18" MAX O.C. 24.00 30.00 100 42.60 48.00 64.00 6000 66.00 72.60 6" MAX HIS amb HIS mb HIS amb HIS amb HIS amb H65 m6 H65 amb NIS nrb H6S amb FWlghl 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2 2 2 2 J 2 J 2 3 2 4 2 4 2 4 2 5 2 6 2 2 3 2 3 2 3 3 3 3 3 3 3 4 3 4 3 3 3 3 3 3 3 4 3 4 J 4 3 4 3 3 S S J J 11.00 2 J 2 3 3 3 3 3 J J 4 7 4 3 4 7 5 7 54.00 2 4 2 3 4 4 4 4 4 4 4 5 4 60.00 2 4 2 3 . . 4 4 4 4 4 5 4 71 1/z 18- 6100 4 : 3 4 4 . . 11M 4 57160 MAX MAX O.C. 2 S 2 3 5 4 5 1 S 4 5 S 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS HEIGHT j REFER TO CHARTS - ' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do J2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAW _r N0. r 08-02357 NTS 01 09/03/14 —2 OF 12 L RO9ER70 LOMAS P.E. w1432WOODFORDROLEINSLLE. NC 27023 43440,0609 momaS@*bmsW4nrm SIGNED: 11/15/2016 MM 61 *= o' 0. W ONA II G x Luis R. Lomas P.E. FL No.: 62514 71 i FI HI 6' MAX — 72 1/2- MAX FRAME WIDTH — 18' MAX O.C. le j MAX O.C. 1- 1/2' 1AX AME ICHT 24.00 30.00 6' MAX REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6" MAX 18' MAX O.C. — 6' MAX j IMAX O.C. 71 1/2' MAX ME HEI HT REFER TO CHART J3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: I. MAXIMUM D.L.O: 693/4'X 683/4' RLvtSRR S REV DCSCFW H wIe ApPR04ED A I REVISED INSTALLATION DETAILS 06/01/I5 1 R.L 8 REVISED NAME AND ADDRESS 1 10/27/16 1 R.L CHART63 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W.MARKT ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON–IMPACT FIN ELEVATION & CHART MWer. 0W6 N0. J.L. 08-02357 W^E NTS — 09/03/14 se¢ET 3 OF 12 L ROBERTO LOMAS P E. 14M WOOOFORD RD LEWISVRAE. NC 27023 494.666.0609 ANXnA OkbMeW.0om SIGNED: 11/15/2016 511R I I to G E N`4t 6 f.L-p • TAT E OF Z t1. aLv 'F•'c(OR10T;•Z' 8 7SS ONA `tiE G\ Luls R. Lomas P.E. FL No.: 62514 Number of anohora required (fin Installation) Rama Rome width (W 24.00 30.00 3000 42.00 48.00 64.00 0000 66.00 IL50 HAS Jamb HAS Jamb HAS amb H65 amD HAS Jamb His amb HAS Jamb HAS amD H65 amb 3 3 3 3 3 4 3 4 3 4 3 S 3 S 3 6 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 S243 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 4 3 4 3 4 4 4 4 4 4 4 S 4 S 4 6 4 4 3 4 3 4 4 4 4 4 4 4 S 4 5 4 6 4 3 4 3 4 3 4 4 4 4 4 4 4 S 45 4 6 4 3 5 3 S 3 S 4 5 4 S 4 5 5 S 5 5 6 5 3 S 3 5 3 5 4 S 4 s 4 5 5 S S 5 6 5 71.60 3 e 3 6 3 6 4 6 4 6 1 1 6 5 6 S e 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W.MARKT ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON–IMPACT FIN ELEVATION & CHART MWer. 0W6 N0. J.L. 08-02357 W^E NTS — 09/03/14 se¢ET 3 OF 12 L ROBERTO LOMAS P E. 14M WOOOFORD RD LEWISVRAE. NC 27023 494.666.0609 ANXnA OkbMeW.0om SIGNED: 11/15/2016 511R I I to G E N`4t 6 f.L-p • TAT E OF Z t1. aLv 'F•'c(OR10T;•Z' 8 7SS ONA `tiE G\ Luls R. Lomas P.E. FL No.: 62514 1/2" MIN. rEDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS BACKER ROD 1/4" MAX. SHIM SPACE k APPROVED 1010 WOOD SCREW SEALANT EXTERIOR OR 2X BUCK X10 W000 SCREW EXTERIOR k APPROVED 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1/2 F --IMIN. EDGE DISTANCE INTERIORI _ 10 WOOD MI WINDOWS MNKDDOORS, LLC SCREW 1010 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK RIGID FILLER BACKER ROD k APPROVED STRUCTURE SEALANT BY OTHERS k APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT REv 1/4" MAX. SEALANT METAL STRUCTURE INSTALLATION 11?\\\\ LUIS R. Lomas P.E. FL No.: 62514 SHIM SPACE WODD FRAMING 4346ee-m" lfi*=S *bMw am 1 1/4" MIN. OR 2x BUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE 1/2 F --IMIN. EDGE DISTANCE INTERIORI _ 10 WOOD MI WINDOWS MNKDDOORS, LLC SCREW ET ST.„,5 WOOD FRAMING EXTERIOR OR 2X BUCK BACKER R00BYOTHERS k APPROVED STRUCTURE SEALANT BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD k APPROVED SEALANT METAL -, BY OTHERS 3/4' MIN. EDGE DISTANCE 3/4" MIN EDGE DISTANCE 1/4' MAX. B r SHIM SPACE X10 SMS OR SELF DRILLING SCREW INTERIOR J10 SMS OR SELF DRILLING SCREW V RIGID FILLER 1/4- MAX. F SHIM SPACE F 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 114" MAX. r SHIM SPACE INTERIOR 10 SMS OR` MI WINDOWS MNKDDOORS, LLC SELF DRILLING ET ST.„,5 SCREWS GRATZ, PA 17030 CENSF9`r G EXTERIOR METAL RZ STRUCTURE BACKER ROO BY OTHERS do APPROVED DRAWN. SEALANT REv JAMB INSTALLATION DETAIL 57 METAL STRUCTURE INSTALLATION REVISIONS REV OESCRI IION M1E AWROVEO A REVISED INSTALLATION DETAILS 06/01/15 RL. B REVISED NAME AND ADDRESS 10/27/16 R.L NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2912 SIGNED: 11/15/2016 MI WINDOWS MNKDDOORS, LLC IR 11 i ET ST.„,5 p i, GRATZ, PA 17030 CENSF9`r G SERIES 185 ALUMINUM FIXED WINDOW 73” X 72" NON—IMPACTFINLESSRZ INSTALLATION DETAILS WITHOUT FILLERS D' SOF DRAWN. owc No REv 57 11?\\\\ LUIS R. Lomas P.E. FL No.: 62514 0708 SNEEINTSalE09/03/14 4 OF 12 L. ROBERTO LOMAS P.E uuaoODFORDRDLEWSVXLE NC 27023 4346ee-m" lfi*=S *bMw am REVISIONS " REV OMROTON I GATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE 0 REVISED NAME AND ADDRESS 10/27/16 R 4 CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. e EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET I r v CONCRETE/MASONRY DBACKERROD 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK ISEENOTES3 — 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/16' TAPCON v INTERIOR 3/16" TAPCON BACKER ROD k APPROVED SEALANT 1/4 MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE SHEET I DISTANCE EXTERIOR CONCRETE/MASONRY L_ BACKEq ROD BY OTHERS b 1 1/4" MIN. t EALA APPROVED 4 EMBEDMENT JAMB INSTALLATION DETAIL d • ,. CONCRET&MASONRYINSTALLAPON 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAIMSONRY INSTALLATION SIGNED: 11/15/2016 MI WIND DOORS, LLC R.Ild i, oWw. MNDKRKET 9JI i GRATZ, PA 17030 GENSF NOTES: SERIES 185 ALUMINUM FIXED WINDOW Dy6126 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS. 73" X 72" NON -IMPACT sr.W7• NOTSHOWNFOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS pTATE OF ; Iy 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Ell 12 DRAW*. DIID N0. RL' i'FS j. 08 57 B L. arE NTS 09/03/14 5 OF 12 L. ROBERTO LOILASRE. Luis R. Lomas P.E. 14MINOODFORDROLEMSVILLE,N0270M FL NO.: 62514434 -M -MM AbMS*www pl NPI 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 1/4" MIN. OR 2XBUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT I SHIM SPACE 1- RIGID FILLER 1!/2 MIN. EDGE DISTANCE I INTERIOR 110 WOOD--, SCREW WOOD FPJ EXTERIOR OR 2X BUCK BACKER R00BYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROO - APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 3/4" MIN rEDGE DISTANCE 1/4" MAX. B r SHIM SPACE F'Z' RIGID FILLER 110 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. F SHIM SPACE I 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. rSHIM SPACE RIGID FILLER INTERIOR 110 SMS OR 1/4* MAX. BACKER R00 SHIM SPACE APPOVRED SEALANT RIGID FILLER EXTERIOR 110 WOOD SCREW EXTERIOR STRUCTURE BACKER ROD INTERIOR APPROVED 110 WOOD SCREW SEALANT RIGID FILLER BACKER ROO Pi•cFLt APPROVED 1/4" MAX. SEALANT r SHIM SPACE SUES alENTS 09/03/14 6 OF 12 WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT I SHIM SPACE 1- RIGID FILLER 1!/2 MIN. EDGE DISTANCE I INTERIOR 110 WOOD--, SCREW WOOD FPJ EXTERIOR OR 2X BUCK BACKER R00BYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROO - APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 3/4" MIN rEDGE DISTANCE 1/4" MAX. B r SHIM SPACE F'Z' RIGID FILLER 110 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. F SHIM SPACE I 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. rSHIM SPACE RIGID FILLER INTERIOR 110 SMS OR SELF DRILLING MI WIND oWw. MNDK DOORS, LLC SCREWS RKET GRATZ, PA 17030 J S GENSF EXTERIORMETAL SERIES 185 ALUMINUM FIXED WINDOW`*• STRUCTURE BACKER ROD BY OTHERS APPROVED p E OF ,w O• TAT. SEALANT oRc No JAMB INSTALLATION DETAIL Pi•cFLt METAL STRUCTURE INSTALLATION REVISION$ REY OESCRm110N I DAZE APPROVED A REVISED INSTALLATION DETAILS 106/01/I5 IRL B REVISED NAME AND ADDRESS 1 10/27/16 IRL NOTES, I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WIND oWw. MNDK DOORS, LLC IR IIld9'' RKET GRATZ, PA 17030 J S GENSF J1 SERIES 185 ALUMINUM FIXED WINDOW`*• 0 6 >* 73" X 72" NON -IMPACT CzFINLESSINSTALLATIONDETAILSWITHRIGIDFILLERSpEOF ,w O• TAT. oRArN oRc No REV Pi•cFLtOB2E357B1//s1ONA 1?\\` SUES alENTS 09/03/14 6 OF 12 1_01MRrOL04449P.E. I432 WOODFORD RD LEMSVXLE. NC 27WJ Luis R. Lomas P.E. FL No.: 62514434 -MO -OW Aba as@ Axns%% wm REVISOR$ -• REV DESCRIPTION y1E APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L EDGE DISTANCE 6 REVISED NAME AND ADDRESS 10/27/16 R.L CONCRETE/MASONRY BY OTHERS 4 I 1/4" MIN. 4 14• 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK 4'• EMBEDMENT SEE NOTES 3 - 7 SHEET 1 r v CONCRETE/MASONRY BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSHEET1 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16' TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY 1 BACKER ROD BY OTHERS 4 u7i.1 1/4" MIN. APPROVED SEALANT EMBEDMENT a' • JAMB INSTALLATION DETAIL CONCRETE/AIASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 11/15/7016 MI WINDOWS LLC IILI1111 W. MARK DOORS, KET ST. R d E NSFGRATZ, PA 17030 G s NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW 5 NOTSHOWNFORCLARITY. 73" X 72" NON-IMPACT 2. 9ATPERIMETERANDJOINTSEALANTBYOTHERSTOBEFINLESSINSTALLATIONDETAILSWITHRIGIDFILLERSp:OF ; LNrDESIGNEDINACCORDANCEWITHASTME2112iO Jam: oRc 08-02357 B G i sstxORIO 777/011AL \ SCALE NTSE are 09/03/14 SHEET7 OF 12 L RMERfO LOMAS RE LUIS R. Lomas P.E. In WOODFORD RD LEWISVR.LE, NC 270M FL NO.: 62514431.60!•0$09 dbm x@*b.&s &=m WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROO & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW REVISIONS REV OESCRIPTON CATE APPRMO A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS q 10/27/16 R L EXTERIOR EXTERIOR INTERIOR 1/4' MAX. 1 1/4" MIN. 1/4" MAX. INTERIOR SHIM SPACE EMBEDMENT r SHIM SPACE 110 SMS OR 10 W000 SCREW 1/2" MIN. 3/4' MIN. SELF DRILLING EDGE DISTANCE EDGE DISTANCE INTERIOR SCREW BACKER ROD do RIGID FILLER BACKER ROD k MI WINDOWS AND DOORS, LLC RIGID FILLER APPROVED SEALANT 650 W. MARKET ST. 10 WOOD 1/4' MAX. APPROVED SEALANT GRATZ. PA 17030 SCREW BEHIND FLANGE SERIES 185 ALUMINUM FIXED WINDOW SHIM SPACE BEHIND FLANGE 73" X 72" NON—IMPACT WOOD FRAMING 1/4- MAX. METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS OR 2X BUCK BY OTHERS BACKER ROD doBY STRUCTURE OTHERS SHIM SPACE NOTES: WOOD FRAMINGMETAL APPROVED SEALANT 1 I/4" MIN. APPROVED SEALANT J.L. 08-02357 B 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS. OR 2X BUCK BEHIND FLANGE SCALE NTS I O41E 09/03/14 1 SHEET OF 12 STRUCTURE JAMB INSTALLATION DETAIL L. RMRTO COMAS P E. NOTSHOWNFORCLARITY. 8Y OTHERS STRUCTURE INSTALLATION EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 434488-0609 dbrnm@*jwwpe corn DESIGNED IN ACCORDANCE WITH ASTM E2112 J/4" MIN 1 I 1/2' MIN EDGE DISTANCE r— EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 11/15/2016 AR to E N .10s 05!/ AT OFiv` O. P 11 NG\\: Luis R. Lomas P.E. FL No.: 62514 1/4' MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT r SHIM SPACE 1/2" MIN. 3/4' MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 10 WOOD 10 SMS OR GRATZ. PA 17030 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON—IMPACT WOOD FRAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS OR 2X BUCK BY OTHERS BACKER ROD doBY STRUCTURE OTHERS BACKER ROD k DRAWN: OWc NO. aEv APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 B BEHIND FLANGE BEHIND FLANGE SCALE NTS I O41E 09/03/14 1 SHEET OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. RMRTO COMAS P E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 wOODF•ORD RD LEW ISVILLE, AMC 27023 434488-0609 dbrnm@*jwwpe corn SIGNED: 11/15/2016 AR to E N .10s 05!/ AT OFiv` O. P 11 NG\\: Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV OESCRIJIMN Mi APPROVED 2 1/2" MIN, A REVISED INSTALLATION DETAILS 06/01/15 RL. EDGE DISTANCE 0 REVISED NAME AND ADDRESS 10/27/16 RL CONCRETE/MASONRY BY OTHERS a ' ' ! ' 1 1/4" MIN. e 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK e EMBEDMENT SEE NOTES 3 - 7 rSHEETI L. v CONCRETE BACKER ROD do 1 4 MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE a SHIM SPACE BEHIND FLANGE OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16- TAPCON INTERIOR 3/16" TAPCON BACKER ROD do APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK 1/4" MAX. SHIM SPACE 2 1/2" MIN. SEE NOTE 3 - 7 EDGE v SHEET 1 DISTANCE EXTERIOR 1- 1 CONCRETE/MASONRY BACKER ROD k BY OTHERS a 1 1/4" MIN. APPROVED SEALANT e . 4 a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL A•. ; u CONCRETEANASONRYINSTALLATION a 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWS DOORS, LLC W. MARKETW. GRATZ. PA 17030 G NS••IP NOTES: SERIES 185 ALUMINUM FIXED WINDOW 10 51 # I INTERIOR AND EXTERIOR FINISHES. BY OTHERS, 73" X 72" NON -IMPACT p7 • _ NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT OFOF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ORAM ORC NO. REV iOF •'QZ O RV • 08 52357 a/%S oNA I G`t scALE wIENTS 09/03/14 g OF 12 L ROSERTOLOMASPE Luis R.Lomas P.E. 0432 WOODFORD ROLEMSVILLE NC27023 FL No.: 62514 1 1/4" MIN 1/4' MAX. EMBEDMENT r SHIM SPACE T- I RIGID FILLER 1MIN. EDGE DISTANC INTERIOR I 10 WOOD 1/2" MIN. SCREW SCREWS 650 W. MARKET ST. WOOD FRAMING EDGE DISTANCE STRUCTURE OR 2X BUCK EXTERIOR W000 FRAMING 1 1/4" MIN. METAL 3/4" MIN r- EDGE DISTANCE JAMB INSTALLATION DETAIL OR 2X BUCK EMBEDMENT STRUCTURE WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 08-02357 BY OTHERS STOMA 11 a\\\ 1/4" MAX. L ROBERTO LOADS RE 142 WOOOFORO RO LEMSWLLE, NC 2702) Luis R. Lomas P.E. FL No.: 62514434-M-OW9 dloemsokim mspe wm SHIM SPACE I/4" MAX. BACKER ROD do SHIM SPACE BACKER ROD kAPPROVEDSEALANT BEHIND FLANGE RIGID FILLER APPROVED SEALANT RIGID FILLER 10 WOOD SCREW BEHIND FLANGE 110 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTER IOA INTERIOR 10 SMS OR X10 WOOD SCREW SELF DRILLINGSCREW BACKER ROD k RIGID FILLER BACKER ROD do RIGID FILLER APPROVED SEALANT 1/4' MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/d' MAX. F SHIM SPACE WOOD FRAMING1 1/4' MIN. METAL STRUCTUREOR2XBUCK BY OTHERS EMBEDMENT BY OTHERS 3/4' MIN I 1/2' MIN EDGE DISTANCE r EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4' MAX. EMBEDMENT r SHIM SPACE T- I RIGID FILLER 1MIN. EDGE DISTANC INTERIOR I 10 WOOD SELF DRILLINGSCREW SCREWS 650 W. MARKET ST. WOOD FRAMING EXTERIOR STRUCTURE OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD do BEHIND FLANGE APPROVED SEALANT JAMB INSTALLATION DETAIL BEHIND FLANGE METAL STRUCTURE INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE I RIGID FILLER 3/4" MIN. INTERIOR EDGE DISTANCE 7 l 10 SMS OR SELF DRILLING MI WINDOWS AND DOORS, LLC SCREWS 650 W. MARKET ST. METAL EXTERIOR STRUCTURE BACKER R00 kBY'OTHERS APPROVED SEALANT v ( rt=r tOt BEHIND FLANGE AT OF JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RCVISW M •• M OESCAMPON ERIC I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 0 REVISED NAME AND ADDRESS 10/27/16 R.I. NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. luIIII//,/, J\5 R GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW*• 0y6125 * 73" X 72" NON—IMPACT v ( rt=r tOt FLANGE INSTALLATION DETAILS WITH RIGID FILLERS AT OF OMG NO REvDRAWW 08-02357 B STOMA 11 a\\\ scuE ERIENTS 09/03/14 10 OF 12 L ROBERTO LOADS RE 142 WOOOFORO RO LEMSWLLE, NC 2702) Luis R. Lomas P.E. FL No.: 62514434-M-OW9 dloemsokim mspe wm CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD do APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD do APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE e. 1 1/4" MIN. a EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. SHIM SPACE a' - 1 1/4" MIN. a. EMBEDMENT a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 1/4" MIN EMBEDMENT v CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 v.' 3/16' TAPCON ' 2 1/2" MIN. v EDGE REVISIONS " REV OESCRIPTION I GIVE I APPRWED A REVISED INSTALLATION DETAILS 06/01/I5 1 R.L. B REVISED NAME AND ADDRESS 1 10/27/16 1 R.L. I 1/4" MAX. SHIM SPACE RIGID FILLER DISTANCE EXTERIOR BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES., I. INTERIOR O.NO EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS OM%W ORD NO. Re J.L. 1 08-02357 8 suuE NTS o"'E 09/03/14 9"t' 11 OF 12 L. ROBERTO LOMAS RE 1492W ODFORD RD LEWISVIELE, NG 27029 4.W -W- 609 can SIGNED: 11/15/2016 91S C E NS 9 A TTAttT((rrE OF iv ` O . OFS OR10"' G?`` Luis R. Lomas P.E. FL No.: 62514 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FIN INSTALLATION DETAILS DRAWN: m NO J.L. 1 08-02357 r TS o"'E 09/03/14 —L' 12 OF 12 L. ROHERTOLOADS P.E. 11321 OODFORORDLENRSVR.LE. AIG27023 A.71-6CC-0609 rgtRus®Abouspeoom SIGNED: 11/15/2016 ft to x,. 61251' J TAT E OF*iv- O Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV OESCRIVRON OAIE AVGROVEO A REVISED INSTALLATION DETAILS 06/01/15 RL. APPROVED 8 REVISED NAME AND ADDRESS 10/27/16 R.L. SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 6 WOOD W000 SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE FRAMING 1/4- MAX 3/8- MIN T WOOD BY OTHERS SHIM SPACE EDGE DISTANCE 06 WOOD INTERIORSCREW INTERIOR EXTERIOR 1 1/4 - MIN. EMBEDMENT 1 NOTES' 1 /4" MAX 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. APPROVED NOT SHOWN FOR CLARITY F SHIM SPACE SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE I BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 T 3/8- MIN 3/8- MIN J EDGE DISTANCE EDGE DISTANCE JAMB INSTALLATION DETAIL y6 w000 SCREW w000 FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON—IMPACT FIN INSTALLATION DETAILS DRAWN: m NO J.L. 1 08-02357 r TS o"'E 09/03/14 —L' 12 OF 12 L. ROHERTOLOADS P.E. 11321 OODFORORDLENRSVR.LE. AIG27023 A.71-6CC-0609 rgtRus®Abouspeoom SIGNED: 11/15/2016 ft to x,. 61251' J TAT E OF*iv- O Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 Y Itis--..=, I MOM BCIS Nome Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts ; Publications ! FBC Staff BOS Site Map ! Links Search Rod Product Approval 0/ USER: Public User ne.- i+3inwgca Product Approval Menu > ProduR Dr ADoI'rcabon Search > Application 45t > Application Detail FL # FL35353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlingeromiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE -62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE EZ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FI t 5353 R3 COI_ FLCOI.Ddf Standard AAMA 450 Method 1 Option D Year 2010 https://www. floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWlS... 2/1/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/16/2017 10/23/2017 10/26/2017 12/12/2017 Page 2 of 3 FL tf Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01448B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512072B.Ddf span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S353 R3 II 08-01439B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512063B.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01449B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512073B.Ddf span: 156-3/8" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01440B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8' x 84'. Max mullion FL15353 R3 AE 512064B.Ddf span: 83". Created by Independent Third Party: Yes 15353.5 CM -18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01442B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512066B.odf length - 83". Created by Independent Third Party: Yes 15353.6 CM -18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 1I 08-01451B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512075B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM -18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01452B.Ddf Approved for use outside HVHZ: Yes,: Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120766.Ddf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM -18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 11 08-01443B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl S... 2/1/2018 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512067B.Ddf span - 83" Created by Independent Third Party: Yes 15353.9 CM -18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01453B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512077B.Ddf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM -18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL35353 R3 II 08-01444B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512068B.Ddf span: 83" Created by Independent Third Party: Yes 15353.11 CM -18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01454B.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512078B.Ddf span: 156-3/8'. Created by Independent Third Party: Yes Baric Nut Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your &mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuantto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be rade available to the public. To determine If you are a licensee under Chapter 455, F.S., please chat here . Product Approval Accepts: Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWlS... 2/1/2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULPON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED ANQ MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. B 1 REVISED ANCHORING NOTES B INSTL DET. 1 06/07/17 R.L ANCHORING NOTES. 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL IBCA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .062' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 81O SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6' FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TRIBUTARY WIDTH = W) + W2 MI WINDOWS AND DOORS, LLC 2 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION TABLE OF CONTENTS 83" MULLION SPAN GENERAL NOTES SHEET NO. DESCRIPTION DRAWN: MNO. 1 NOTES V.L. 08-01439 2 CONFIGURATIONS AND DP CHART SCALE NTS JDAIE 01/11/12 1 SHEET 1 OF 4 3 INSTALLATION DETAILSL ROBERTO LOMAS RE 1432 WOODFGRD RO LEWISVILLE. NC 27OW 4 COMPONENTS 434-M,0609 /Doaus6ftm"com SIGNED: 10/13/2017 a 5 13 TATE OF ; ems' 0. REV F•:°1oR10;• B iz SS ONA j1Ott\\ Luis R. Lomas P.E. FL No.: 62514 107 3/8' COMBINED WIDTH 120.0 120.0 1200 120.0 1200 1200 WI --{ w2 W2 1200 983 81.2 76.9 75.2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 8T- 3' 596 43.7 330 29 6 27 4 263 1 44.8 22j 24.4 218 190 19.0 FRAME FRAME HEIGHT WIND0 HEIGHT WINDOW WINDOW MULLION SPAN) 1 SPAN) L 1 J W1 W2 - 107 3/8' COMBINED WIDTH wt wz 83" LINFRAME HEIGHT WINDOW MULLION SPAN) ` ! w, -1I-- w2 - 107 3/8' COMBINED WIDTH Design pressure rafina (psi) Mullion Tributary width (In) an In 16.13 25.50 36.00 42.00 46.00 52.13 107 3/8' COMBINED WIDTH 120.0 120.0 1200 120.0 1200 1200 37.36 F_ WI W2 1200 983 81.2 76.9 75.2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 596 43.7 330 29 6 27 4 263 BY 44.8 22j 24.4 218 190 19.0 1 WINDOW FRAME HEIGHT WIND0 WINDO MULLION SPAN) 1 1 1 w, -1I-- w2 - 107 3/8' COMBINED WIDTH Design pressure rafina (psi) Mullion Tributary width (In) an In 16.13 25.50 36.00 42.00 46.00 52.13 2S.00 120.0 120.0 1200 120.0 1200 1200 37.36 120.0 120.0 1200 120.0 120.0 1200 49.63 1200 983 81.2 76.9 75.2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 596 43.7 330 29 6 27 4 263 72.00 44.8 22j 24.4 218 190 19.0 61.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8' T OMBINED WIDTH W,-jr- W2 83' LwFRAME I HEIGHT MULLION SPAN) F_ 107 3/8' COMBINED WIDTH W1 -- W2 BY 1 1 WINDOW J FRAME HEIGHTWINDO MULLION SPAN) 1 1 W1 IF- il1073/8' COMBINED WIDTH RLWSIONS I REV I OMRIV110N I DATE I APPROVED 1 A REVISED INSTALLATION DETAILS 06/10/15 R.L. I8REVISEDANCHORINGNOTES & INSTL OE7 06/07/17 R.L. APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design pressure refinct (0s1) with rebar Mullion T butary width in span (In) 16.13 25.50 36.00 42.00 46.00 52.13 107 3/8' COMBINED WIDTH 120.0 120.0 120.0 120.0 120.0 120.0 1 W2FW_ 83' 1 1 WINDOW 62.00 F HEIGHT WINDO) 80.0 586 442 39.7 36.7 35.3 WINDOW MULLION 61.00 SPAN') W1 W2 - 107 3/8' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Design pressure refinct (0s1) with rebar Mullion T butary width in span (In) 16.13 25.50 36.00 42.00 46.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.36 1200 1200 1200 1200 1200 1200 49.63 1200 983 812 76.9 752 75.1 62.00 95.2 700 53.3 48.1 44.8 43.4 65.63 80.0 586 442 39.7 36.7 35.3 72.0060.3 439 32.8 29.2 267 25.5 61.00 37.7 273 201 17.7 160 15.1 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS LARGE AND SMALL MISSILE IMPACT, LEVEL D,WINDZONE3 PDIMENSIONSINCHARTAREFRAMEDIMENSIONSANDDONOT INCLUDE FLANGE. 08-01439 NTS ars 01/11/12 - 2 OF 4 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-M-0609 dbff asaftn asp Com SIGNED: 10/13/2017 ft'. IL k.. q6 .• STZ OF ; , c OR10 • A, Luis R. Lomas P.E. FL No.: 62514 L —11\ 1/2" MIN. I L MT000022 E CLIP DISTTANAN CE VERTICAL CROSS SECTION X110 WOOD SCREW METAL INSTALLATION I 1 3/8 MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERSL DISTANCE VERTICAL CROSS SECTION MASONRYAANCRETE AND WOOD FRAMING INSTALLATION NOTE' CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL STRUCTURE BY OTHERS REVISIONS GESCRwm$f DATE APT+RWEO REVISED INSTALLATION DETAILS 06/10/15 R.I. REVISED ANCHORING NOTES & INSTL OET. 06/07/17 R.L. SIGNED: 10/13/2017 I' MIN MNDEDOOR E,T EDGE DISTANCE WEST GRATZ. PA 17030-0370 tm q/'% v,•v NSF ,d 1fT 0 k - MASONRY/CONCRETE 83" MULLION SPAN b "y(APOKF'm, t' BY OTHERS y0 StAi Fs;...... Sj0NAj1 a • 1 1/4 alv MIN. EMBEDMENT 8 Luis is R. P.E. SCALE NTS °' 01/11/12 X39 OF 4 LROSERTOLOMASo.E. I II 1 II NoLomas 62514 432 -m -o609 rOmus bbmeaps aom 1 IIJIfir= 1/4' ELCO ULTRACON TAPCON MT000022 CUP SECT5796 CLIP 10 SMS OR OPnONAL SELF DRILLING EBAR I SCREWJR SECT5764 I I U 1J MULLION L —11\ 1/2" MIN. I L MT000022 E CLIP DISTTANAN CE VERTICAL CROSS SECTION X110 WOOD SCREW METAL INSTALLATION I 1 3/8 MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERSL DISTANCE VERTICAL CROSS SECTION MASONRYAANCRETE AND WOOD FRAMING INSTALLATION NOTE' CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL STRUCTURE BY OTHERS REVISIONS GESCRwm$f DATE APT+RWEO REVISED INSTALLATION DETAILS 06/10/15 R.I. REVISED ANCHORING NOTES & INSTL OET. 06/07/17 R.L. SIGNED: 10/13/2017 DOWS LLCMI650MNDEDOORE,T elL WEST GRATZ. PA 17030-0370 tm q/'% v,•v NSF ,d 1fT 0 k - 5764 - VERTICAL MULLION 83" MULLION SPAN b "y(APOKF'm, t' INSTATA LLATION DETAILS y0 StAi Fs;...... Sj0NAj1 oRAT1N oRG NG. alv 08 8 Luisis R. P.E. SCALE NTS °' 01/11/12 X39 OF 4 LROSERTOLOMASo.E. 1432 WDOOFORO RO LEWISKLE, NC 77023 NoLomas 62514 432 -m -o609 rOmus bbmeaps aom r2.140" --I I SECT5764 MULLION ALUMINUM 6005-T5.125' THICK 0.688" 1 531" RF -185 2 REBAR 16 GA ( 062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD do METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3.261 " 1.375 0.625" L 3.250" 0.843" 4.000" O MT000022 CLIP 16GA ( 0637 GALVANIZED STEEL SEE NOTE 2 6 3, THIS SHEET. 3.750" 2.189" 0.375" 0.843" T- 2x 00.210' 1.562- r 1.E!A__ SEC T5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125- THICK RMSIONS REV OESCROTON OAIE I '"RMO A REVISED INSTALLATION DETAILS 06/10/15 R.L. 9 REVISED ANCHORING NOTES & INSTL OET. 06/07/17 R.L. 3.750" 1.000 0.375" 0.422" 2.032" 0.843' 2.875' SECT5796 CLIP \— 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS DRAWN- ORO Iq. V.L. 08-01439 CAU NTS I DA'E 01/11/12 IS -4 OF 4 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-W-OW9 Aamas@blIp wp,cam SIGNED: 10/13/2017 A OF ; O • w. . 14.E IONA / 111111j1 N\\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 ProfessionalRegulation =OEM BGS Home I Log In 1 User Registration i Hot Topic Submit Surcharge I Stats B Facts ; Publications I FBC Staff I SCIS Site Map I Links I Search Florida a Product Approval USER: Public User Product Approval Menu > Product or Aoolicapon Search > Application List > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived L7 Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/3112020 Validated By John Southard, P.E. EI Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COl RIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eouiv RIO -2692B-17 ASTM C1186 eouivalencv.pdf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Page 2 of 3 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 II cempanel- instaIlation.Ddf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 RIO -2686-17 Panel Wood Metal Frame.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Ronald I. Ogawa 24121 NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrina.Ddf FL13223 R4 AE RIO -2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 II HardiePanel-Installation.Ddf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.Ddf Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furrina.Ddf Design Pressure: N/A FL13223 R4 11 RIO -2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald 1. Ogawa 24121Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf FL13223 R4 AE RIO -2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Instal lation'Instructions Approved for use in HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf Approved for use outside HVHZ: Yes FL13223 R4 11 Prevail- Panel- InstaIlation.Ddf Impact Resistant: N/A FL13223 R4 II RIO 2689-17 Panel to Furrino.Ddf Design Pressure: N/A FL13223 R4 11 RIO -2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald I. Ogawa 24121Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf F1_13223 R4 AE RIO 2689-17 Panel to Furrino.Ddf FL13223 R4 AE RIO -2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Fionda is an WEED employer. Copyright 2007-2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, !mail addresses are Public records. If you do not want your e•nWll address released m response t0 a Public -records request do not 5lntl electronic mall to this entity. Instead, contact the ofice by phone or by traditional mall. If you have any questions, please contact 850.467.1395. -Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The !mails provided may be used for Oficial communication with the licensee. However email addresses are public record. If you d0 not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. TO determine If you are a licensee under Chapter 455, F.S., please caCk Dere. Product Approval Accepts: 0 erc1 http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQvADgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Credr Card Safe Page 3 of 3 http://www. floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2686-17 or RIO -2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Pane 1'1g>o. Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 FM INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUse PRODUCTS Visit vnJameshaidie.com for the most recent version. SMOOTH w CEDARMILLO - SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WrrH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INST OWDOORS INDOORS 1. POSAW cutting statim so that wind will Now dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in wor" area 2. Position cutting station in wall -ventilated area 2. Ilse one of the following methods: a. Best L Score and snap g. Shears (manual, electric or pnelmnaticl - NEVER use a power saw indoors b. Batter. L Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark HardeBWe` saw blade and HEPA vacuum extraction NEVER dry sweep –Ilse wet suppression or HEPA Vacuum c. Good: i. Dust reducing circular saw with a HardieBlade saw blade only use for low to moderate aiding) inponam Note: For mandmum protection (lived respirable dust produrAcn), James Hardie recommends always using'BW*-lave) cutting methods where feasible. NMH-approved respirators can be used In c orgtnction vA above culling practices to further reduce dust eivamies. Additional exposure idamabon is avallable at wevw.lanesherdle cont to help you determine Che most appropriate culbrig method for your pb requirements, K concern std exists about eiposrre levels or you do not comply with the above practices, you should always wort a Wairied industrial hygienist or contact James Hardie for further Information. sxhIn as GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Mulli-Family Installation requirements go to www.JamesHardieCommercial.com HardiePanel* vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/furring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. Iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap6 Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10811 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding In Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alk rd base paint, or powder coating on James Hardie" Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail into comers. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus Finish) (fig. 2). Horizontal Joints Framing must be provided at horizontal and vertical edges for nailing. Provide Z -f lashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 water -resistive barrier water-resl5trve barrier Double stud may be required to maintain minimum edge 4 stud watereistiwe wat e le 2 x 4 stutl nailing distances. .._ upper panel .—upper panel Figure 1 stud water -resistive Do not 1/4" ap Do not 1/4" gap barrier Caulk Caulk sheathing HardiePanel Batten Joint "H" Joint ``Z•ilashing t `'Z-flaslhingt O o vertical siding water -resistive banter deCdraitoe 2 x 4 studlower hand board keep nails .—ITn l lower 3/8' min. panel + — panel from panel 0 edges plate 4 o Figure 4 3/eleave appropriate gap between Recommendation. When O panels, then caulk* installing Sierra 8, provide Caulk Joint a double stud at panes moderate contact (Not applicable to ColorPlue Finish) joints to avoid naiing keep fasteners 2' -Apply caulk in accordance with caulk through gravies. away from comers manufacwrer's written application Instructions. For additional information on HardieWranTm Weather Barr her, consult ,lames Hardie at 1-866-4 Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° products contain resohrable crystalline siva, which Is know%to the State of Callforrua to cause cancer and is coosloared by IARC and NOSH to be a ca115e of cancer from some occupational sources Breathing ex2ssrve amounts of ieslpratie silica dus can also cause a disabling and pofarnwly fatal lung disease called sUicosls, and has been linked win other diseases. Some studies suggest smoking may Increase these rids During installation or handling (1) work in outdoor areas with ample ventilation, (2) use fiber cement shears for cutting or, wAhare not feasible, use a Hardheltlade• saw blade and dust -reducing circular saw atached to a HEPA taarum, J) warn olhais in the immediate area; (4) wear a pronerly-Imeo. MOSH-approved dust mask or respirator (e.g. N-95) in accacance with apyhade 9warnment regulations and manufacium instructions to fuftw u'nd resonable siha exposures. During dean -up, use HEPA vacuums or wet deanud methods - never dry sweep. For lurmer rrdormatan, refer to our nstaflabon mstruchons and Material Safety Data Sheet available at w.m.jamesnaidle.com or b/ sling 1.80041ARDIE (1 -800-942-7343). FAILURE TO ADHERE TO OUR WARNNGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL MAY OR DEATH mos" HS1236 - P1 /3 1/13 AZ >o. CLEARANCES Countersunk, fill 8 add nail Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products and decking material. surfaces, flashing and counterflashing shall be installed per the roofing clearance between the bottom of James requirements for clearance betweenq James Hardie® manufacturer's instructions. Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 % 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. i0 siding water siding and Vim. Refer to fig. 3 on Figure 5 siding f 7 Figure 6 I resistive t bamer Figure 8 V - 2- m t. Page 1 t ' III ' r r" 't concretefoundation Maintain a minimum 1" gap between gutter end caps and siding & Vim. Figure 9 putter and end cap deck material 2- Do not bridge floors with HardiePanelO siding. Horizontal joints should always be created between floors (fig.10). Water• IResistive Bomar Fanning Figure 10 Horizontal Flooring Trim sheathing Hardi-Panel• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 136" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not aver -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, fill 8 add nail Figure A Figure B do not under drive nails oo NOTSTAPLE KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and Vim boards are nailed in place, and then come back to install the kickout. Figure 11, Vickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4° wide.' James Hardie recommends the kickout be angled between 1000 -110° to maximize water deflection Figure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 CAULKING For best results use an Elastomenc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd base paint, or powder coating on James HardiO Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended d the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim, is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUSO TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNMON. In accordance YAM ICC -ES Evaluation Report ESR -1844, HardiePanel® vertical aiding is recognized as a suitable ahemme to that specified In. the 2006.2009, & 2012 International Resimmral Code lof One -and Two-Famey Dwellings and the 2006, 2009, b 2012 Intonational Building Code. HardiaPan"J vertical siding is also recognized for appliratiari N the following. Clry of Los Angeles Research Report No. 24862, State of Florida listing FL#889, DaOe County, Florida NOA No 02.0729 02, U.S. Dept. of HUD Materials Release 1263c, Teras Department of Insurance Product Evaluation EC -23, City of New York MEA 223.93•M, and Calilomla DSA PA -019. These documents should also be consulted for additional information concerning the sulu0dlhy of this product for speck applications. Q 2013 James Hardie Building Products. All rights reserved. TM, SM, and ®denote trademarks or registered trademarks of Additional Installation Information James HardieTechnologyLimited 0 is a registered Warranties, and Warnings are available a1JamesHard e trademark of James Hardie Technology Limited. www.jameshardie.com MO HS1236 - P3/3 6/13 tom 21M f MIAMMADE COU tJTY CR. C 444.../// ' SORATO r ACCREaITEo July 30, 2017 Pingsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear Pingsheng: After•review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in *the 2017 FBC: 1. Wood: AWC NDS -2015 8 SDPWS-2015 2. Structural Loads: ASCEISEI-7-10 3. Concrete: ACE -318-14 4. Masonry: TMS402-2016/ACI530-13/ASCE-5-13 5. Structural Steel: AISC 360.10 (Including manual of steel construction 2010 (10'edition)) 6. Cold -formed Steel: AISI 100.12 7. Aluminum: ADM -1-2015 In addition, I am making the following Statement of Independence as requested: 1. Ronald Ogawa. does not have nor does it intend to acquire or will it acquire any financial interest In any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3. Ronald Ogawa Inc does not have, nor will it acquire a financial Interest in any company manufacturing or distributing products for which reports are being issued. 4. Ronald Ogawa does not have, nor will it acquire a financial Interest in any other entity involved in the apprbo al process of the product. Should you have any questions on anything, please contact me. Sincerely, Ronald I. Ogawa, P.'E. RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 IAS Quality Control Agency, AA -705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency 714) 292-2602 ronO)rioaawa.com CC: Roger Ogawa - RI Ogawa & Associates, Inc,, Karen Ogawa - RI Ogawa & Associates, Inc. kt,, pGAWl — N N 41 SIONA\- off ++ Lab Address: 1985 Sampson Avenue, Corona, CA 92879 a Phone (714) 321-4939 • Fax (714) 908.1815 • E-mail: rooeng)rioaawacom Mailing Address: 16835 Algonquin Sl. 0"3. Huntington Beach, CA 92649 • Phone (702) 491-3710 a Fax (714) 908-1815 • E-mail: debbW%rIoo*va.com Engineering • Quality Control . Product Development 9 Inspections • Code Consulting • Expert Witness . Testing COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMITTISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets l through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with theNotice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Ivlami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page l and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 Z7 Zd17 Page I James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07' 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07' 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361 COQ -004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5a' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I: Ogawa, P.E. A%0 4- rV/7-017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI -16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5a' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I: Ogawa, P.E. A%0 4- rV/7-017 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 WALL .: PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration te05/01/2022 By & k6 Miami -Dada Product Control - WALL LENGTH - Stud Spacing at 15' O.C. Bim-, 1 1 1 INails lat16"O.C. i( typ.) 318" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel. Cempahel, Prevail Panel Siding r . Water -resistive barrier per Florida Building Code Section 1404.2 518" thick / 5 ply APA rated plyvmod sheathing fastened in accordance with Florida Building Code Section 2322.3 NARoIE,P 4 M 4PRNAIt iNl_L QjNQ NS-k-MADET ILA All installation shell be done In conformance with this Notice of Acceptance, the manufaoturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA. Note 1] 518' thick/ 5 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 518' thick / 5 ply APA rated plywood sheathing supported by a minimum of 2'7X4" S -P -F wood studs spaced a maximum of 16"O.C. Note 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 2" X 4" S -P -F Wood Studs Phone: 909356-6300 size FscM No owo No The wall and soffR frames are to be designed Fax 909-427-0634 A PNI: PUC-SOFF by the Architect or Engineer of Recons in compliance with the Florida Building Code. Creator. E. Gonzales scue 1l2^ = t'-0' cote: 4/2412013 na 1 OF 12 P320UC-m-sCMPTLOJ_ SEE i IardiePanele Cernpaneld), & DETAIL A Prevail® Panel Siding materials are nonasbestos fiber -cement products 5/8" tlrldk 15 pIY APA rated tested in accordance with ASTM piywaod sheathing in 01186 Grade II, Type A and meeting amodance with Florida the requirements ofthe Florida Buldrg Code Section Building Code. 23223 eAN-9L OIMFMSJ-Wi Water -resistive Wdth Length Thickness banier per Florida 4' 8,9,10' 5/15' 8uitdrng Code Section 1404.2 JGL4 PRESSU$E_ BA-nNQPEP T X 4' S -P -F Installation resign Pressure Wood Studs Wood Studs -76 psf r HardiePanel, impact Resistant - Planks installed over 50 thick / 5 ply 110 1 &B Cempanel, APA raged plywood sheathingPrevailPanel Siding NARoIE,P 4 M 4PRNAIt iNl_L QjNQ NS-k-MADET ILA All installation shell be done In conformance with this Notice of Acceptance, the manufaoturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA. Note 1] 518' thick/ 5 ply APA rated plywood sheathing shall be attached to the studs In accordance with Florida Building Code Section 2322.3. The siding panels shall be installed over 518' thick / 5 ply APA rated plywood sheathing supported by a minimum of 2'7X4" S -P -F wood studs spaced a maximum of 16"O.C. Note 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092' shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 2" X 4" S -P -F Wood Studs Phone: 909356-6300 size FscM No owo No The wall and soffR frames are to be designed Fax 909-427-0634 A PNI: PUC-SOFF by the Architect or Engineer of Recons in compliance with the Florida Building Code. Creator. E. Gonzales scue 1l2^ = t'-0' cote: 4/2412013 na 1 OF 12 Fastener Spacing per FloridaBuildingCodeSection2322.3 aelaucr vls . e ooatd ialg with Ilk FNII& leiaa Gone Ao1plaw No12 . i'mduci I Fastener Spacing per Florida Bulding Code Section 23223 I I•ii Iiai3. PRODUCT RENEWED in corufbice Willi the as complying with the Florida Bauft CO& t Building Code NOA-No. 17-0406.06 By Expiration e05/01/2022 t.tiami RodactCeotrol By Miami- a duct Control Cladding Framing Sheathing f-9& 1kq NOMINAL 2" X 4" S -P -F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWITH3-1/2' 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHE/11NG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOODFix HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 - NGpDJames Hardle Building Products, Inc. THE PANEL IS FASTENED WITH 2• LONG, 0.223' HEAD DIAMETER, 0.092' SHANK DIAMETER, CORROSION 10901 Elrh Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS I Phene, 909356.6300 1 size I Kscw NO I ovw No Fax 909-427-0634 A I PNL-PLK-SOFF 1 Creator. E. Gonzales soALe V o T-0• Date: 4/24/2013 sr+ssr 2 OF 12 WALL 1 WALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL A 3/8" Minimum Distance 6l8' thick / 5 ply APA rated plywood sheathing fastened OG t,; / , to metal studs as described w It. in Note 1 No. 2 1. 1 STATE cc SIN..... r Nals at T O.C. (typ.) RE-TAIJ-1 Sheathing fastener, as described in Note 1. REV SEWD \ vit i the Florida No -Q Panel fastener, as described In Note 2 HardiePanel® Siding IL r Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated PRODUCT RENEWED plywood sheathing fastened as complying with the Florida to metal studs as described Building Code NOA-No. 17-0406.06 in Note 1. Expiration o e0s/01/2022 209a, 3-5/8" X 1.5/8" Metal C -stud The wall and soffit frames are to be designed By by the Architect or Engineer of Record InMiamaaProductControl I compliance with the Florida Building Code. S.Q01oNR4 Water -resistive barrier per Florida Building Code Section 1404.2 20ga, 3-5/8" X 1-618" Metal C•stud HardlePanel, Cempanel, Prevail Panel Siding MQDUCT R) Q-0fs'TIPN HardiePanel®, Cempanel®, & Ptevai* Panel Siding materials are nonesbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. A-KIK4Ql9NALO-Ns Width Length Thickness 4' 8,9,10' 5/16" p@SIG-NY-R-ES$- RE RATJJJ_G. Installation Design Pressure Metal Studs -104 psf Impact Resistant - Panel installed over 5/8" thick / 5 ply APA rated plywood sheathing JiAF DIJF'A I L CEMPIgN LLPgl1(AIL P EJ.SIDING tl_ySJ}L LJ1,Z0].,J_D_ETAIL S All installation shall be done In eonformanoe with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at Woo at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4' long bugle head screw The siding panels shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-51&'X 1-518" Metal C -studs spaced a ma)dmum of 16" O.C. Note 2) The slding panel fastener shall be a minimum No. 8-18,0.316" head diameter X 1-518" long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Etm Avenue Fontana, CA 92337 u0 I owc NO I REV A I I PNL-PLK-SOFF Creator. E. Gonzales IsCAta' 1/2"- i'•0" I Date, 4/24/2013 ISNEET 3 OF 12 W0,01n. 6.00in. I I II. I.I PRODUCT RENEWED I I as complying with the Florida 1BuildingCode ROA -No. 17-0406.06 I' Expiration te0510112022 6.00in. 3y f Product Control PRODUCTREVLWD ea emoyin6 wide ttte Flaci3at Ui p,rlo I" SIId t> vow '7 M adcPtVdodConhVl I I I' I II I• I 6,00in. I II• Il II I• I I Mj0DgCT ItEYISFD e ¢lwvirng With do F1ariM ra 1542.2- 41 Fs lrt G. NOMINAL 20 GAUGE 3-5/0" X I -W8" STEEL STUDS 16" O -C. FASTENED WITH 518" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SF1EATHI IG NOMINAL 518 THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CQLADDING THE PANEL IS FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 1-518' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing I Sheathing II I I I•I I I I•I ,.I OGA I • I I • tt1' •'' _ se 0. 121 STATE OF ' i4i • y M FOR METAL AND WOOD STUDS, PROVISIONS FOR ACTION ANOLOADTY NOT PARTTHIS APPROVAL (MUST PROVIDE ALTERNAEGPROVISIONS OR THEISE LOAD ) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 phone: 909-356.6300 s hbi'm r'" F 909-427-0634 A PNL-PLK-SOFF Creator: E- Gonzales sage 1" =1'-0" Date: 412412013 SHEEr 4 OF 12 1 7. WALL B Ihe•florkla Ne WALL LENGTH Stud Spacing at 16" O.C. SEE DETAIL A 6/8' thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 P&OQUCT O9-CR1F—TPPJ HardlePanel®, Cempanel®, & Pitevail® Panel Siding materials are nonesbestos fiber -cement products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. whf, . I ESurBde AN1 4.R1WN.S 0 4A bio f 11,07 N0. 1 Water -resistive barrier per Florida Width Length Thickness 4' 8,9,10' 5/16" I y Building Code STATE I Section 1404.2 jZESIG_W}3ESSURE R/3TJ]V_G. j. 0 RIQ 111 j 40110 toga, 3-5/8"X 16/8" Metal C•stud Installation Design Pressure Metal Studs -104 psf r ImpactResistant- r HardiePanel, I j 5 C_T10J Cempanel, Panel installed over 518" thick / 5 ply APA rated plywood sheathing 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) Prevail Panel Siding Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 I T -----`L 518" thick / 5 ply APA rated PRODUCT RENEWED plywood sheathing fastened as complying with the Florida to metal studs as described Building Code HOA -No. 17-0406.06 in Note 1. Expiration D e05/01/2022 209a, 3-5/8" X 1.518" Metal C -stud The wall and soffit frames are to be designed By by the Architect or Engineer of Record InMiamaaProductControl I compliance with the Florida Building Code. LMP DI).PAPSL.gEMPANg.,.E6E--&LL P9NM.,%DIh-G iK-S-TWLAMO D -F- AILS All installation shall be done In conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be Installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all Intermediate supports using a No.8-18, 0.315' head diameter x 1-114' long bugle head screw The siding panels shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3.5/8" X 1-518" Metal C -studs spaced a max(mum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long' ribbed bugle head screw (`or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEI, PREi/AIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO I UM NV A PNL-PLK-SOFF Creator. E. Gonzales ISCALF 12" a 1'-0" 1 Date: 4/2412013 ISHMT 3 OF 12 6.001n. PRODUCT RENEWED I I I•I I PRODUCT RENEWED as complying with the Florida Building Code ROA -No. 17-0406.06 T Expiration te05/01/2022 6.00in. 3y Nieml a Produet Control PRODU 'rREVLgW a campift w6 tba fteift 8TjWbCAWk A NO I" '-l V Exodim Dose l ' r% Mimi W d.00,eeeet F_B&KING FASTENED WITH 518" WAFER NOMINAL 20 GAUGE 3-51#'X IHEAD SCREWS 2 PER OP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SyEgTH1 1G NOMINAL 518" THICK? 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 1-518" LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6.O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II I' I Sheathing II I.1 I•I II I I,I I.I I I I I rr n ii I I I I 11 I O GA I • I I' i it Se 0. 121 I I .A. : •tr `. STATE OF • FOR METAL D WOOD STUDS. PROVISIONS FOR DIAPHRAGM ACTION ANO GRAvj`ry LOAD NOT PARTF THS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS R THESE LOAD ) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 S¢ EE=F D 0 NOiF PNL-PLK-SOFF Fax 809-427-0634 A Creator: E. Gonzales sage 1" a 1'-0" 4!2013 sheer a OF 12 a116" O.C. T I WALL as LI I A ' - . B 4--= 3/4" Minimum Edge Distance Q lL9 PRO*!CT REW as 40toyins.rim I W Florida ale 16 22.eo PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 1 T-0406.06 Expiration Wte05/0112022 By MI LENG Sheathing fastener, as described in Note 1 Nails at 16" O.C. (tyP.) Siding fastener, as described in Note 2 1 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 14042 1} 518" thick /5 ply APA rated plywood sheathing fastened In accordance with Florida Building Code Section 2322.3 2" X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. See DETAIL A MOQuCT DI acg[._UaA HardlePlankO. Ce nplankO. & Prevall® Plank Lap Siding materials hick 15 ply APA are nonasbestos fiber -cement d plywood products tested In accordance with Bthing in ASTM C1186 Grade It, Type A and ordance with meeting the requirements of the ida Building Code Florida Building Code. lion 2322.3 p E pJIIAENSIONS Water -resistive Width Length Thickness barrier per Florida 59-112' 12' 5/16" Building Code section 14042 • QEStON ESSUR _R_AMUR 2" X a" S-Pf Installation Design Prei sure Wood Studs Wood Studs -92 pat Lap Siding Impact Resistant - Planks Installed over 5/8" thick 15 ply t-114• tall X 5/16" APA rated plywood sheathing thick starter strip HA tD1 EpLg 1tC CE1 IPl 1,MP RSA_.lkl1_SiD_IN,iJSYAl.LATIO D1,i11, All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida t3ullding Code and the requirements of this N,O.A. Note 1] 5/8" thick ! 5 ply APA rated plywood shegthing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114" wide laps at the top of the plank such that the exposure area of each plank Is:5 8.1/4" vertically. Note 21 The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 61 O. lnC. ho fasteners horizontally: fasteners are driven into wood studs through 518" thick / 5 ply APA rated plywoodg, are placed In the overlapping area approximately 3W from the bottom edge of the overtopping plank. Vertical Joints shalt be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S -P -F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. A0901 Elm Avenue Fontana, CA 92337 hone: 909.356-6300 size Fsom NO ov.G No Fax 909-427.0634 A PNL-PLK-SOFF SOALE 1/2" 1' 0' Dale; 4/24/2013 SHEET 5 OP 12 Creator. I- Gonzales Fastener Spacing per Florida Bullding Code Section 2322.3 s--16 In OC—{ Cladding PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.75in - Expiration D e05/01/2022 By M larni-Dadfi Product Control as mmplyimg Will: "Fksiids 8m1ft coft ActiepEsne No / -d /, i 58.2 I 1 Fastener Spacing per Florida Building Code Section 2322.3 FRAMINCz NOMINAL 2" X 4" S -P -F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2'16d COMMON NAILS (?-PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE gift—WHINE NOMINAL 6/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING* FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDM PLANKS.OVERLAP 1-1/4' THE EXPOSURE (S!58-1/,4!' THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS,'PLACEO 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheathing MoD= REMED at cc.rnp(ywhh file iiocida `SF••L Bsild'og Co I • I \ . No. 121 ; By - a STATE OF i .at (i1aa.d "4-0 SSS ••......•••• G 4 ONAI-E ,iii` FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND MAVO LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardle Sullding Products, Inc. 10901 Elm Avenue Fontana, CA 82337 A I I ' PNL-PLK-SOFF 1"r 1'-0" I Dale' -4124/2013 ISHEEF 6 OF 12 1 B tud Spacing at 16" O.C. WALL LENGTH SEE PRODUCT DESC—RIP'LtP-W, DETAIL A HardiePlank®,,Cemplank®, and 5/8" thick/ 5 ply APA Prevails Plank Lap Siding materials y ... ..._.r__....._.___.___._..._, _....._...___ r l ,/ rated plymod are nonasbestos fiber -cement sheathing fastened products tested In accordance with ASTM C1186 Grade II, Type A and to metal studs as vR,n,}t I s• r"""'' described in Note i meeting the requirements of the h t CA&I t; Florida Building Cade. i i edtd'clegC e , qtr ' as Water -resistive barrier per Florida MUK D!_M y,SLQ IS i i O ` F Building Code Width Length Thickness I.{ Section 1404.2 51112• 12' 5/16" r i I.i M; .aa ft. &kt Cael al ? ! : I ': I 20ga, 3-619"x 1-518' DESIGN ;Z!-%U Metal C stud i . I •I F Installation Design Pressure i I _1 i i \ZHarcC ePlenk, Metal Studs -92 psftl --''_ _ L. a :. mplank, Prevail sS ONALG,,,//, C O Lap Skiing Impact Resistant - 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) `%, i L 1-11a• tall' 5118• Planks Installed over 518" thick / 5 ply APA rated plywood sheathingthickstarterstrip Dt= &—A i rlrc Flodds S-o1a.a PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiration 9MO05/01/2022 By Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplak, LPrevailLap Siding Water -resistive barrier per Florida Building Code Section 1404.2 518" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 209a, 3518" X 1-5/8" Metal C -stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance vfith the Florida Building Code. FtAi DIEPL.ANIC CEMPUINK REVAIL LAP $IgjJ G INS L 4TIQIV E/ILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 11 518" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 5'oe at panel edges and all intermediate supports using a No.8-18, 0.315' head diameter x 1-1/4• long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank Is:5 &14' vertically. INote 2) The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4• long` bugle head screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened 5 8-114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick / 5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 3/4• from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be Installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-518!'X 1-5/8" Metal C•studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLK SOFT= Creator. E. Gonzales IsaraE 1W- V-0" i Date: 4124r2013 ism 7 of 12 16.00in. 1 •I I•I PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 0.751n T Expiration,D te05/0112022 By Mlarn Vacfe Product Control e complying aa6 &e Florida eowm" Code 3 l•o? T ermn u' id)eclrr oe 58.251n. FRljM11JG NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATF(LJG • NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLAP_ )rIG_ PLANKS OVERLAP 1-1/4' THE EXPOSURE IS:; 8-1/4" THE PLANKS ARE FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 2-114' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE= BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. OC --+4 Cladding I Framing I. I 6.00in.00 I I I Sheathing I i 1 I' •I OGAW,q' I tl REVISED a trite wi& the Flu" F'., .• Loft ` o. 121 o,e OF 40 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products,.lnc. 10901 Elm Avenue Fontana, CA 92337 FSOM NO Fax 909.427-0634 a I IPNL-PLK-SOFF 1 Creator. E. Gonzales ISCALE 1" a V-0' Date:424=13 s;E'r a OF 12 WALL L tZl I.I„S PRODUCT RENEWED as complying with the Florida Building Code HOA -No. 17-0406.06 Expiration 9p)e05/01/2022 By WALL LENGI Stud Spacing at 16" O.C. o I SEE DETAIL A 2"X 4" S -P -F Wood Studs HardieSoffi% Cemsotfit I I- - ,$E!QJI0N3_g Nails at 4" O.C. (typ.)pRpDucr REvL%m 318" Minimum Edge Distance a Qmlgyt„ g with dw Fk" 0 MISEVgy t PmdIM CAIWd Soffit fastener, as described in Note 1 HardleSoffit, Cemsoffit Minimum 2"X 4" S -P -F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. 30ptLG nEscRl IoZv Hardie5oMt® & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. SOFFIT' MENSL N4 Width Length Thickness 4' 8' 14, DFSLkCjR 1-7-$A1RE t2ATJ-IG Installation Design Pressure Wood Studs , -70 psf PRODUG?REAsM evft cde °'° yes. tly Product Coned Q n aWq 1 No. 4 21 o STATE OF SS o vAL r_ HQRDIFSO F_LT,..CEMSOF_JJ NEL t_J,S_T LU4J)tZN.pET9.lL S All Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffrt will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum Z%4" S -P -F wooti studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a T long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O:C. Fasteners shall have a minimum edge distanoe of 3/8" and a minimum clearance of 2" from comers. Phone: HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF Creator. E. Gonzales IsCruE 112"a 1'-0" I Date: 4/2412013 1GHEEr 9 OF 12 4.00in. 16.00h Cladding Framing- PRODUCT RENEWED as complying with the Florida Building Code N OA -No. 17-0406.06 Expiration Da 05/01/2022 13y 4.00in.l Miamt-D&C# Product Control Pttebucr asvlsen PROU7JCL' BbVLSED ,, ' . GAIN '= a crego+ling WA eK Florae. as 00Wpl)* wie6 60 Ftp ashlb% Jode ' quit& g CO& Aooeplam HooeW-ffiLA2fAotnoa No ' U3! .67N0 .• 1 Expiratinnl>n. 121 STATE OF :' sS/ONA\-, CLQ NOMINAL 2" X 4" S -P -F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) " NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE NI c1,pD1N MF THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone:909-356-6300 size FSCMNO OV4No REV Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE4/24/2013 SHEEP 10 OF 12 WALL LENG Stud Spacing at 16 O.C. SEE o—__ 1 I , 1 OkTAILA I, PRODUCT RENEWED las complying with the Florida i j l I.: Building Code WALL I j I ! i NOA-No. 17-0406.06 LEIGH I j I ! Explratlon Da 05/01/2022 By Mlaml-D d roduct Control Nails at 6" O.C. (typ.) 318" Minimum Edge Distance QE GE I.L_A P-FRODUCT QMQ- 1ETIQy Har+dieSoffit® & CemsoMtO materials are nonasbestos fiber -cement products IN- noob B-B PRI(ma SO l amcr &EvaEp as comoyiag wiib the Florida as cavo *t Florid Bulldittg Codd e FW W AeooO- Nva j/-7AI 8' wr e+ Caosol tb 0d. Cm*d IC No. 121 TAE OF F P;104 •• sEN ' E1ARp(E QEEI%,_CEMSOFE(PANCLIMSTAL Tf01!DETA14S %. rrrli All installation shall be done in conformance with this Notice of Acceptan6!tH friWti acturees installation recommendations, and the applicable sections of the Florida Building Code. t fastener, as • Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A: a The soffit shall be installed over minimum 20ga, Nominal 3-618" X 1-5/8" Metal C -studs spaced HardieSoffit, Cemsoffit a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven Into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. 20ga, 3-5/8"41-5/8" Metal C -stud The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code: tested In acoordence with ASTM C1186 INSTALLATION DETAILS METAL STUD CONSTRUCTION Grade II, Type and meeting the 10901 Elm Avenue ill requirements of the Florida Building phone: 909.356-6300 SUF Code. aav Fax 909-427-0634 209a, 3-518"X 1-518" SOS DIME-15LW-S. PNL-PLKSOFF 1 Metal C -stud Width Length Thickness Date:4124/2013 1swu 11 OF: 12 4' 8' •" HardieSofflt, DESIGN iKgAl. RE R 0 Ael Cemsotric Installation Design Pressure Metal Studs -55D6f _ . IN- noob B-B PRI(ma SO l amcr &EvaEp as comoyiag wiib the Florida as cavo *t Florid Bulldittg Codd e FW W AeooO- Nva j/-7AI 8' wr e+ Caosol t b 0d. Cm*d IC No. 121 TAE OF F P;104 •• sEN ' E1ARp(E QEEI%,_CEMSOFE(PANCLIMSTAL Tf01!DETA14S %. rrrli All installation shall be done in conformance with this Notice of Acceptan6!tH friWti acturees installation recommendations, and the applicable sections of the Florida Building Code. t fastener, as • Metal studs where HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or ribed in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A: a The soffit shall be installed over minimum 20ga, Nominal 3-618" X 1-5/8" Metal C -studs spaced HardieSoffit, Cemsoffit a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven Into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. 20ga, 3-5/8"41-5/8" Metal C -stud The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code: HAROIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTIONIJamesHardieBuildingProducts, Inc. 10901 Elm Avenue ill Fontana, CA 92337 phone: 909.356-6300 SUF Fsr No OM No aav Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E.•Gonviles scALe' 12" -91'-0- Date:4124/2013 1swu 11 OF: 12 6.001n. 16.00In. Cladding Fmming I'lo 6.001n. MOM= REVISED PRODUCT RENEWED MODM-TpEYbEDFascomplyingwiththeFlorida911111i8iallas ; Building Code Aooagterae lAlo s 1BadingCo I illiii NOA-No. 17-0406.06 3 "" pon"N° /3-011.0 li l Ajll({ IExpiration 05/01/2022 By Miaa R PraftelCoe l Miami-DadMiarni-vadf Product Control / ; t'I ^t 2 21 - • C FIOR OP' Al SS101A FRA1V ItJG NOMINAL 20 GAUGE 3-5/8"X 1.55/8" STEEL STUDS 16" O.C. FASTENED WITH 50 WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) • NOT PART OF THIS APPROVAL (PIIUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED 6Y THE ARCHITECT OR EOGINEER OF RECORD 1N COMPLIANCE WITH THE FLORIDA BUILDING CODE CJA Di IG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Ina FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL. EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS 1IM11 Fontana, CA 92337 Phone: 909-356-6300 SME Facmw &M No AS Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales Scai.e 1" = 9'-0" Date: 4124/2013 SHEET 12 OF 12 PROJECT RIO -2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1.OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX r PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1.OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX r RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 1443 HUNTINGTON BEACH, CA 92649 1) 714-292-2602, (F) 714-847-4595 PROJECT: RIO -2689-17 EVALUATION SUBJECT HardiePane* Siding James Hairdle Product Trade Names covered In this evaluation: HerdiePaneW Siding, Compartel® Siding. Prevail- Panel Siding EVALUATION SCOPE: ASCE 7.10 2017 Florida Building Code 2015 International Building Code 2015 International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1 -O88 -S42-7343 info@jameshardie.com EVALUATION PURPOSE: This analysis Is to determine the matdmum design 3 -second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel. Prevail Panel) siding fastened to wood furrings on either wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Irdertek Report 102024363COO-001A, Transverse load test an HardePenel. TEST RESULTS: Table 1a. Results of Transverse Load Testing 1. Ail fasteners were installer on Curring without penetration into the iranung merroers. 2. Allowable load Is determined from ultimate load divided by a factor of safety of 3. 3. HardiePanal Siding complies with ASTM C1185, Standard Specfieation for Grade ft. Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b. Analysis of Allowable Load for 08 Screw at 10' O.C. 98 Screw Spacing Fastener Spacing in. a Frame Fastener From spacing in. UlUrn,% Allowable 16 Fastener Tributipty ansa il' Test Thickness Width Allowable load Spacing Spacing Fastener Type Load Design Loads 47.2 Report Number Agency an. in. Frame Type' n. on. and Dimensions PSF) PSF) Failure Mode 102024383COO-WIA Intertek 0.3125 48 2X4 wood stud, 314' thick by 16 6 No. 8 X 1.25' long X 0.323' HD 160,7 53.6 pull through nraaure 3 5' wide SPF furring ribbed bugle head screws 102024363COO.001A Intertek 03125 46 2X4 wood stud. 314'thick by 16 8 No. 8 X 1.25' long X 0.323' HD 131.4 43.8 pull through 3.5' wide SPF furring ribbed bugle head screws 102024363000-0DiA Imertek 0.3125 48 2X4 wood stud. 314' thick by 16 12 No. 8 X 1.25' long X 0.323' HD 1061 354 pull through 3.5' wide SPF furring I ribbed bugle head svews 2X4 wood spud' 314- thick by 0.080' shank X 0.115' HD x 1.5' 102024363COO-MA Intenek 0.3125 48 3.5' wide SPF furring 18 6 long ring shank nail 147.6 49.2pull through ffrooture 1020243&9000 001A Intenek 0.3125 48 2X4 wood stud, 314' thick by 24 6 No. 8 X 1.25' long X 0.323' HD M7 27,6 pull through fhetlure 3 5' wide SPF furring ribbed bugle head screws 1. Ail fasteners were installer on Curring without penetration into the iranung merroers. 2. Allowable load Is determined from ultimate load divided by a factor of safety of 3. 3. HardiePanal Siding complies with ASTM C1185, Standard Specfieation for Grade ft. Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b. Analysis of Allowable Load for 08 Screw at 10' O.C. The fastener load for x8 screw at 10" O C. was calculated es the average of the test results for 6• and 12' O.C. The allowable load for 08 screw at the spacing of 10'0.C. Into fuming can be calculated by interpolating the results of same fastener at 8' and 12' D.C. since both tests had some failure mode of fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10' O.0 to wood furring is 38.8 pat. Justification of Using the Results on Light Gouge Steel Framing In the subject cordigurauons, all fasteners were allsched to furring only, so whether the tuning is anacned to wood or steel frac ing does not affect panels' francverse load capacity. Its the project engineers responsibility to ensure the furring attachment and framing menietim to have suRkient load capacities. 98 Screw Spacing Fastener Spacing in. a 12 10 From spacing in. 16 16 16 Fastener Tributipty ansa il' 0.89 1.33 1.11 Allowable load 43.8 35.4 38.8 Individual fastener load ID 36.9 47.2 43.1 The fastener load for x8 screw at 10" O C. was calculated es the average of the test results for 6• and 12' O.C. The allowable load for 08 screw at the spacing of 10'0.C. Into fuming can be calculated by interpolating the results of same fastener at 8' and 12' D.C. since both tests had some failure mode of fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10' O.0 to wood furring is 38.8 pat. Justification of Using the Results on Light Gouge Steel Framing In the subject cordigurauons, all fasteners were allsched to furring only, so whether the tuning is anacned to wood or steel frac ing does not affect panels' francverse load capacity. Its the project engineers responsibility to ensure the furring attachment and framing menietim to have suRkient load capacities. RONALD I. OGAWA ASSOCIATES, INC. 18835 ALGONQUIN STREET *443 HUNTINGTON BEACH, CA 92649 f)714 -292-2602,(F)714-847-4595 PROJECT. RIO -2689-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 Info@)ameshardpe.wm DESIGN WIND LOAD PROCEDURES: Rber-cemem siding transverse load capacity (wind load capacity) is determined Na compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is d"rmned based on a factor of safety of 3 applied to the ultimate test load. Equation 1, q,=0.00256•K,•Ke•K,-YA fret. ASCE 7-10 equation 30.3-1) c6. velocity pressure at height z K, , velocity pressure emosure coefficient evaluated at hmgtd z Ka , topogrepNc factor Equation 2, K, . wind dmse0onallty, factor V. basic wind speed (3 -second gust MPH) as ddemdned from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.61A, B, or C V=V, pet. 201518C Section 16021 definitions) Vo, ultimate design rend speeds (3-sewnd gust MPH) determined from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5.1A, B, or C Equation 3, p=W(GC,-GC.) (ret ASCE 7-10 equation 30.6- 1) GC. , product of enamel pressure coefficient and gust -effect factor GC,i . product of imemal pressure coefficient and gust-elfea factor P . design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, Into, Equation 3, Equation 4, p=0.002WI-* =•K,•V.2-(GC -GC„j Allowable, Stress Design, ASCE 7-10 Section 2.4.1, bed cw*nabw 7 Equation 5, 0.6D • 0.6W fret. ASCE 7-10 section 2 4. 1, food Combination 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load ladOr for W (wird) prom Equation 4 to p (design pressure) determmed hum equation 4 Equation 6, P. = 0.81p) Equation 7, P. = 0.610.00256•K,•Kn•K,•V, aa•( GC.-GCA Equation 7 is used to populate Table 3, 4, and S. To determine the allDwable ultimate basic wind speed for Merolla Siding in Table 6, solve Equation 7 for V,,, Equation 6, V. _ (p -l0 6'0.00256•K,•K.•K,•(GC,-GC.J)ss Applicable to methods spedhed In Exceptions 1 through 3 012015 IBC Section 16091 1., to determine the allowable nominal design wind speed (Vasil) for Hardie Sdmg In Tabb 6, apply the conversion formula below. Equation 6, V. = V. • (0.6)" (ret. 201518C Section 1609.31) Vim, , Nominal design wird speed (3 -second gust rnph) (re. 2015 IBC Section 1602.1) RONALD I. OGAWA ASSOCIATES, INC. 16635 ALGONOUIN STREET *443 HUNTINGTON BEACH, CA 92649 M 714-292-2602;(F) 714-847.4595 PROJECT: RIO -2689-17 Table $ Coefficients and Constants used in Determining V and p, JAMES HARDIE BUILDING PRODUCTS, INC. 1-488-542-7343 intoftameshardie.wm Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PM to be Resisted at Various Wind Speeds - Wind Exposure Category B, rvd Speed(3-secondgust) 100 vy 110 115 120 130 sl Zone 6 150 Height (11) Ev B Exp C Em D K„ K, GC GC 0.15 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.16 25 0.7 0.94 1.12 1 0.85 .1.4 0.18 30 07 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 1.01 1.19 1 0.85 -1.4 0.16 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 1.09 1.27 1 0.115 -1.4 DIS 55 0.63 1.11 1.29 7 0.85 -1.4 0.18 60 0.85 7.13 1.31 1 0.85 -1.4 0.18 100 0.99 126 1.43 1 h W 1 1 0.85 1.8 018 JAMES HARDIE BUILDING PRODUCTS, INC. 1-488-542-7343 intoftameshardie.wm Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PM to be Resisted at Various Wind Speeds - Wind Exposure Category B, rvd Speed(3-secondgust) 100 105 110 115 120 130 140 150 160 170 ISO 190 200 210 Height (K) B B B B B B B B B B B B B B 0.15 144 15.9 17,5 19.1 20.6 24.4 26.3 32.5 37.0 41.7 46.8 521 57.8 433.7 20 144 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.6 433.7 25 14.1 15.9 17.5 18.7 20.8 24.4 28.3 32.5 37.D 41.7 46.8 52.1 57.8 637 30 144 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 48.8 52.1 57.8 63.7 35 151 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 544 430.2 66.4 40 15.7, 17.3 19.0 20.7 22.6 26.5 3D.7 35.3 40.1 45.3 50.6 566 402.7 69.1 45 16.2 17.9 19.6 21.1 23.3 27.4 31.7 36.4 41.5 46.8 525 58.5 64.8 71.4 50 16.7 16.4 202 221 24.1 282 327 37.6 12.0 48.3 54.1 50.3 166.8 73.7 55 17.1 189 20.7 22.6 24.7 28.9 336 38.5 143.8 X9.5 55.5 61.8 438.5 75.5 60 t 1 luml 119.2 100 25.6 28.2 31.0 33.8 36.9 43.3 50 2 57.6 65.5 74.0 629 92.1 1024 112.9 Table 4, Allowable Stress Design • Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds . Wind Exposure Category C. d Speed(3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 19D 200 210 Height (h) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.8 433.3 70.1 77.3 20 18.6 2D.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 53.7 50.2 167.0 74.3 431.9 25 19.4 21.4 23.5 25.6 27.9 32.6 38.0 43.6 49.6 500 162.8 70.0 77.6 435.5 30 20.2 22.3 24.5 26.7 29.1 34.2 396 45.5 51.8 58.4 435.5 73.0 30.9 439.2 35 20.8 23.0 252 27.6 30.0 35.2 40.6 46.9 53.3 60.2 167.5 752 63.3 919 40 21.5 237 26.0 28.4 30.9 36.3 420 8.3 54.9 52.0 59.5 77.4 85.8 94.6 45 220 242 26.6 29.1 1 31.6 37.1 1 43.1 494 1 -56.2 433.5 1 -71.2 1 -79.3 87.9 1 50 225 2d.8 272 29.7 32.4 36.0 44.1 50.8 57.6 55.0 72.9 4312 439.9 55 229 25.2 27.7 30.3 33.0 38.7 9 51.5 58.6 436.2 74.2 4327 91.6 V-143 233 luml 119.2 100 326 35.9 39.4 43.1 46.9 55.0 433.8 73.3 83.4 941 105.5 117.8 130.3 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Restated at Various Wind Speeds - Wind Exposure Category D, 0 3.second ri 100 105 110 115 120 130 140 150 1 180 170 180 190 200 210 Height it D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 28.1 30.6 350 416 47.8 54.4 161.4 611.8 76.7 55.0 93.7 20 223 24.6 27.0 29.5 32.1 37.7 437 50.1 57.0 434.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 520 59.1 66.8 74.9 433.4 92.4 101.9 30 23.9 26.4 29.0 31.8 34.5 404 469 53.6 61.3 69.2 77.5 436.4 495.7 105.5 35 24.5 27.1 29.7 325 35.3 41.5 411.1 55.2 4328 70.9 79.5 438.6 498.2 108.3 40 25.2 27.7 30.5 333 36.2 42.5 49.3 56.6 44.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 1 37.0 43.4 1 5D.3 57.8 657 74.2 83.2 927 I 1027 113.3 50 282 211.9 31.7 34.8 37.7 44.3 51.3 58.9 57.1 75.7 64.9 84,8 104.8 115.5 55 26.6 29.3 322 352 3&3 X5.0 522 59.9 581 76.9 86.2 B&1 106.4 117.4 luml 119.2 100 37.0 40.8 44.7 4&9 53.2 62.5 725 113.2 494.5 105.8 1 119.8 1-133.4 147.8 163.0 Tables 3, 4, and 5 are besed.on ASCE 7-10 and conststem with the 2015 IBC, 2015 IRC RONALD 1. OGAWA ASSOCIATES, INC. 16635 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 M 714-292-2602; (F) 714.847-4595 PROJECT; RIO -2689-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 i nto(oameshardie,com Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapfer 90 C&C Part 1 and Part 3) 4 Allowable, Ulomete Allowable, Nanmal Design Wind. Speed, Design Wind. Speed V.."so Vr415 3 -se.. gust mph) 3•second gust mph) Appi cable to methods C specAed in i2015IBC. Applicable to methods 2017 FBC) Section spodfied n Eacepb0m 1 609 1.1 as detemsned by through 3 of 12015loc. 12015 IBC. 2017 FBCI 20t7 FBC) Section Figures 11100.311).(2). or 1809.1.1. 3). No, 8 X 125' long X 0.323' HD ribbed bugle head straws Mnd exoostre catecon, Wind almosure cateoon C;oefficients used In Table a eslcutallw s Product Minimum Thidotess6n in.) Width 1 Fastener Tye Fastener Spacing M•) Frame Type Stud Spacing UR) Building Height's 1l.) B C D B C D Allowable Design Load Well E1tpB I ExpC E1T0 K. w 0C. OC.i HerdiePenel® 5/16 4B No, 8 X 125' long X 0.323' HD ribbed bugle head straws 6' O.C. into furring only 2X4 wood or 20 ga. steel framing, 314• thick by 3.5' wt0e wood furring +•14 18 615 193 175 159 149 135 123 53.6 0.70 065 1.03 hs60 L.R.95 .1.4 0.10 1 0.05 -14 0.15 1 O.es -14 0.16 1 0.051-1.4 0.16 1 0.65 -1.1 0.10 1 OAS -1.4 O.ts 1 0.65 -1.4 O.te 1 0.65 -1.4 0.18 1 0.65 -1.4 O.i11 1 0.65 -1.4 0.15 20 193 170 155 149 132 120 33.6 0.70 0.90 1.08 25 193 166 152 149 129 116 -53.6 0.70 0.94 1.12 30 193 163 1S0 149 126 116 33.6 0.70 0.98 1.16 35 169 760 148 146 120 1U 33 6 0.73 1.01 1.19, 40 105 156 146 143 122 113 33.8 0.76 1.04 1.22 45 172 150 140 133 116 108 33.6 O.ae 1.15 1.33 so 179 154 143 139 120 111 33.6 0.81 1.09 717 55 177 153 142 137 119 110 33.6 0.83 1.11 119 60 175 152 141 135 117 109 •53.6 0.65 1.13 1.31 100 145 128 1 120 112 99 93 33.6 0.99 116 1.43 habil 1 0.115 -1.11 0.18 HertllePend® 5/16 48 No. 8 X 125' long X 0.323' ug ribbed bugle, head screws e• O.C. into fining only 2X4 wood or 20 go. steel framing, 314- thick by 35• wide wood Nmnp +•14 16 0.15 174 168 144 135 122 111 43.8 0.70 0.85 1.03 hs60 t 0.85 AA 0.18 1 0.05 -1.4 0.16 1 0.65 -1.4 016 1 o a5 .14 0.18 1 0.115 -1.4 Ole 1 0.65 -1.4 0.16 1 0.85 .1.4 Ole, 1 0.65 -1.4 0111 t D.aS -1.4 Ole 1 055 -1.410,18 20 174 154 140 1 135 179 109 X3.8 0.70 0.90 1.08 25 174 ISO 136 135 116 107 -43.8 0.70 0.94 1.12 30 174 147 135 135 114 105 43a 070 0.98 7.16 35 171 145 134 132 112 703 -43.0 0.73 1.01 1.19 40 167 143 132 129 111 102 .43.8 0.76 1.04 112 45 164 141 131 127 109 101 .43.8 0.79 1.07 115 50 162 too 129 725 IDB 1D0 3.e 0.51 1.09 127 65 160 136 128 124 107 99 -43.8 0.a3 1.11 119 60 158 137 127 122 106 99 •3.8 0.65 1.13 1.31 100 131 116 10'1 90 .438 0.99 125 1.43 ha60 1 005 .1.9 0.18 H11rd10Pend® 5116 48 No 8 X 125• lonp X 0.323' HD ribbed bugle head screws 70' O.C. into tnarirg only 2X4 wood or 20 go. steel framing, 314' thick by 3 5' wide wood tuning VA 16 0.15 161 149 135 127 175 105 38.8 0.70 0.85 1.03 hs60 1 0.85 •7.4 018 1 0.05 •1.4 11.18 1 0.45 •1.4 0.16 t 0.85 -1.4 OAa t 0.45 -14 0.18 1 0.05 -14 0.15 1 085 -14 0.18 1 0785-1.4 0.18 1 O.es 74 0 is 1 O.eS 74 o5a 20 164 145 132 127 112 102 so.a 0.70 0.90 7,011 25 164 141 ' 130 127 110 100 -38.6 0.70 0.94 1.12 30 164 139 127 127 107 99 •3a.5 0.70 0.98 1.16 35 161 136 126 124 105 97 -35.5 0.73 1.01 1.19 40 157 134 124 122 104 96 •38.8 0.76 1.04 122 45 155 133 123 12D 103 95 J8.8 0.79 1.07 125 so 152 131 122 118 102 94 .38.8 0.51 1.09 127 55 1 151 130 121 117 101 94 •315.11 0.53 1.11 129 60 1 149 129 120 115 100 93 -308 0.85 1.13 1.31 100 1 123 95 JO.3 0.99 125 1.43 h>60 1 0.85 .1.3 0.10 HerdiePtmel® 5h6 48 No. 6 X 1.25' long 0.323' HD ribbed bugle head screws 12'0.C, imo Aring only 2X4 wood or 20 ga. steel framing, 314' thick by 3.5' wide wood tuning ,)A 16 0.15 157 142 129 121 110 100 35.4 070 0.85 1.03 hs60 1 0.55 .1.4 D.ta 1 0.85 .1.4 016 1 0.85 -1.4 018 t 0.85 -1.4 0.10 1 0.0.5 .1.4 Ole t 0785 .1.4 D.ie 7 0.85 -1.4 Fla 1 OAS .14 0.18 1 0.65 AA 0.15 1 0.85 •1.4 0718 20 157 136 126 121 107 98 .35.4 0.70 0.90 108 25 167 135 124 121 105 96 .35.4 0.70 0.94 1.12 30 157 132 122 121 103 94 35.4 0.70 0.98 t 10 35 153 130 120 719 101 93 •35.4 0.73 1.01 1.19 40 150 126 119 116 100 92 .354 0.76 1,w 122 45 148 127 117 115 98 91 •354 0.79 1.07 125 51) 146 1T5 116 113 97 90•354 0.61 1.09 127 55 144 124 115 111 96 1 B9 •35.4 0.a3 1.11 1.29 60 142 123 114 110 1 95 1 89 1 -35.4 1 085 1.13 1.31 101) 118 91 •35.4 0.99 128 1.13 ha6O 1 0.65 •1.0 0111 iifillp GGAWA cc DF W FLORA E$SION:/(1'/ RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847-4595 PROJECT: RIO -2689-17 Design Wild. Speed. I Design Wind. Speed. V 13 V -, JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.5424343 inlogjameshardie.eom Applicable to methods Minimum Thickness th•) specified in POI 5IW. Apprsable to methods 2017 FBC) Section specified n Exceptions 1 609.1.1, as ch temsned by through 3 of 12015 IBC, 12015180, 2017 FBC) 2017 FBC) Section Figures 1809.3(1), (2), or 1509.1.1. 3)• D Coeffieierru used In Table 6 calculations for Produd Minimum Thickness th•) VAM Fastener Tye Fastener Spacing th•) Frame Type Stud Spacing lin•) Building Height; s R) B C D B C D Apowedile Design load 101 E* 9 Exp C Exp D I Kr K GC. GG+ HerdiePenel® 5/18 48 No. B X 1.25- Ionto X 0.323' HD ribbed heed scrawl B• O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4• thick by 3.6' bugle wide wood tuning"," 24 0.15 138 125 114 107 97 Be 27.5 0.70 0.0.5 1.03 hs6a 1 0.85 -14 OAS 1 0.65 -1.4 0.18 1 0.65 -14 O.ta 1 0.0.5 -14 ols t OAS -1.4 0.18 t 0.65 -1.4 0.18 1 0.85 -1.4 0.18 1 0 65 -1.4 0.18 1 0.85 .1.4 0.18 1 0.65 .14 0.18 20 138 122 111 107 94 B5 -27.6 070 0.90 1.08 25 138 119 - 107 92 .27.6 0.70 0.04 1.12 30 138 117 107 91 -27.6 0.70 0.98 1.16 35 135 115 105 89 .27.6 1.01 1.19 40 133 113 103 M -27.8 76 L04 1221. 73 45 131 112 101 87 .27.5 79 1.07- 125 50 129 111 7DO 86 727.5 81 1.09 127 55 127 W -27.6 0.83 1.11 129 60 125 97 -27.5 0.85 1.13 1.51 100 -27.0 0.69 125 1.43 h>•80 1 OAS 1 -1.8 t 0.18 HardrePenel SMfi 48 0.090' shank X 0.216' HD ri 1. s long ring sherdk nail 6' O.C. Into furring ably 2X4 wood or 20 9a. sled fanning, 3/4' thick b7 3.5' wide wood ming n•1A 16 D-15 185 168 152 143 13D 118 492 0.70 0.0.5 103 h%W 1 0.65 .14 0.18 1 0.55 -1.4 0.18 1 0.85 .1.4 0.18 1 0.85 74 0.10 1 0.85 .1.4 0.16 1 0.85 -1.4 Ole 1 0.0.5 -1A 018 t 0.85 -1./ 0.18 1 0.0.5 -1410.18 1 0.85 .14 0.18 20 185 163 149 143 128 1 115 1 492 0.70 0.90 1.08 25 185 159 146 143 123 113 -492 0.70 0.94 1.12 30 185 156 143 143 121 111 -492 0.70 0.98 1.18 35 181 154 142 140 119 110 .492 0.73 1.01 1.19 40 177 151 140 137 117 108 a9.2 0.76 1.04 122 45 174 150 138 135 116 107 -92 079 1.07 125 50 172 148 137 133 115 106 X92 0.61 1.09 127 55 170 147 136 131 114 105 •492 0.83 1.11 129 80 168 145 135 130 113 105 .492 0 85 1.13 1.31 10D 139 123 115 107 95 89 _.92 0.99 1 126 1 7.43 1 ho -60 1 10,851 -1.11 1 0.18 r. rumng enemmmn m suumner rrarrsng merroera m ane"w"" mmng "'m "as mdesigned or an engneer, 2. Building Might a mean mot ha#4 oel) of a building,avenfeexceptthatcheight shall be used for root angle 9less than or *dud to IV (2.12 roof slope). 3. Vv, - ultimate design wnd speed 4. V_ a nominal design voind speed 5. Linear irdarpdkMn M buOrLng helght Is 60 e) and wild speed is pemsaed 6. V4nd speed design assurrpilms per Analy kal Method in ASCE 7.10 Chapter 30 C&C Pen t and Pan 3: N -1, ".85, GCs -1 4 (11M), OCs -1 a (ro6M OC,•0.1e. 7. Wood Nmng shall be preservative treated per AVWA 8 V1bod furring shag be specific gravity of 0.42 or greater per AFPAMDS: or wood structure! panty, conlomung to DOC PSI or DOC PS -2 or APA PRP -108. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) Install per Miami -Dade County Florida. NOA 17-0406.06 PROJECT RIO -2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX cc SSP• 4F • PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX cc SSP• 4F • RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0443 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT, RIO -2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-8MS42-7343 info@jameshardie.com EVALUATION SUBJECT HardlePaneW Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempane* Siding, Prevail"' Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3 -second gust wind speed to be resisted by an assembly of HardiePanel (Campanel, Prevail Pared) siding fastened to wood or metal framing with nags or stews. REFERENCE REPORTS: 1. Intertek Report 3057913 (ASTM C1186) Material properties HerdiePand Siding 2. Ramtech Laboratories Report IC -1270.94 (ASTM E330) Transverse Load Test, 5/16' Trick by 48 inch wide HardiePenel Sinding installed on 2X4 Hem-FIr wood studs spaced at 16 inches on carder with a 6d common galvanized neo 3. Ramtech Laboratories Report IC.1271-94 (ASTM E330) Transverse Load Test, 5/16" TWc k by 48 Inch wide HardlePanel Siding installed on 2X4 Hem -Flo wood studs spaced at 24 inches on center with a 6d common galvanized nag 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5/16" Thirk by 48 inch wide HardiePenel Siding installed on 2X4 Group III SG -0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 Inch long ring shank nag 5. Ramtech Laboratories, Repon IC- 1054-89 (ASTM E330) Transverse Load Test 114' Thick by 48 inch wide HardiePand Sinding installed on 20gauge Metal studs spaced at 16 Inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw G. Ramtech Laboratories, Report IC -1055.89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePared Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 N. long X 0.323 in head diameter ribbed bugle head screw T. Remtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide Hardielcanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 In knurled shank X 1.5 in. long X 025 in. head diameter pin fastener 8. Ramtech Laboratories Report IC -1273-94 (ASTM E72) Racking Sheer Test, 5116' Thick by 48 inch wide HardhePanN Siding installed on 2X4 Hem -Fa wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Rannoch Laboratories Report IC -1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 beth wide HardiePanel Siding installed on 2X4 Hem. -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nag 10. Ramtech Laboratories, Inc Report 1086&9711475 (ASTM E72) Racking Shear Test, 5/18' Thick by 48 Inch wide HardneParnel Siding installed on 2X4 Group 111 SG -0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 Inch long ring shank nag 11. Ramtech Laboratories Report IC -1057-89 (ASTM E72) Racking Sheer Task 5116'T" by 48 Inch wide HardhePanel Siding installed on 2X4 Hem-Frwood studs spaced at 16 and 24 Inches on center with a No 8 X 1 In. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HBrdiePanel Siding Installed on 2X4 Herr. -Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.1W in knurled shank X 1.5 M. long X 025 in. head diameter pin fastener I 1/////////// i/moi toor OGAW :== SF' 1 -1- STATE OF ;•'Zz JAMES HARDIE BUILDING PRODUCTS, INC. 1-688.542-7343 inlo@jameshardie.com TEST RESULTS: Table 1 a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO -26W17 Fastener Spacing fin 1 U U. VIIYOa1G 6- vlwvcv Dy a r..U, vl "'my rl J. 2. HardlePenel Siding complies with ASTM C 1186, Standard Spedlicatron for Grsde ll, Type A Non•esbestos Fiber -Cement flat Sheets Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Wells '1 r Fastener Spacing r, Frame Allowable Ufimate Allowable Thickness Width Frame Spacing Ultimate Design Loads Thickness Width Test Agency(in.) Spacing Perimeter Field Load Load' Report Number Test AO m.) Ir) Frame Type in. SupponsSUDDOrtS Fastener T (PS PSF IC -1270.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common .149 49.7 IC -1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common -236 78,7 IC -1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common -94 31.3 IC -1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common -143 47.7 10868.9711475 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 8 4d. 0.091 In. shank X 0.225 In. 90 0 16 4 6 4d, 0.091 in, shank X 0.225 in. 595.4 198.5 HD % 1.5 in. lo^B ring shank naD Min. No. gauge X 3.6251n. X HD X 1.5 in, long ring shank non IC -1054-89 Ramtech 025 48 75 cr metal stud1.37 16 6 6 head diameter ribbed bugle -169.9 56.6 IC -1057-89 Ramtech 0.25 48 1,375 in metal stud 16 b 24 head screw 6 head diameter ribbed bugle 99D.0 123.8 Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 m, long X 0.323 m IC -1055-89 Ramtec h 025 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle -91.9 30.6 Min. No. 20 gauge X 3.625 in. X ETdF 0.100 to knurled shank X read screw Ramtech 0.3125 48 1616 Min. No. 20 gauge X 3.625 in X 8 1.5 In. long X 0.25 In (read ETdF 0.100 in tunknurledshank X 153.4 1114698/1554d Ramtech 0.3125 48 1.375 in metal stud 16 8 1.5 in, long % 0.25 in head -170 56.7 Min. No. 20 gauge X 3.625 in. X diameter pin fastener ET&F 0.100 in knurled shank X Min. No. 20 gauge X 3.625 In. X Ramlech 0.3125 ETdF 0.100 in knurled shank X 1.375 In metal stud 1114698/1554d Rsmtedh 0.3125 48 1.375 to metal stud 24 4 8 1.5 in. long X 0.25 in head .101 33.7 diameter pun fastener diameter pin fastener U U. VIIYOa1G 6- vlwvcv Dy a r..U, vl "'my rl J. 2. HardlePenel Siding complies with ASTM C 1186, Standard Spedlicatron for Grsde ll, Type A Non•esbestos Fiber -Cement flat Sheets Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Wells '1 r Fastener Spacing r, I p uumu avuci anau oc Suppuncv uy naming, runts wwu oe apPhhee wnnrn tong ohmension ehoner paraoel or perpenanWar to sluas. off/11114F.", 2. The matmnum height4o4ength ratio for construction in this Table is 2:1. , D N 3. In the steel framed assemblies the allowable bed Is based on the average bad at 118 Inch rnet deflection. 1101 n . 0 GA l yA 1th Frame Ufimate Allowable Thickness Width Spacing Perimeter Field Loads Loads Report Number Test Agency(in.) n.) Frame Type In. Supports Supports Fastener Type IC -1273-94 Ramtech 0.3125 46 ZX4 wood Hem -Fr 16 6 6 6d common 603.8 201.3 IC -1273-94 Remtech 03125 48 ZX4 wood Hem -Fr 16 4 4 6d common 698.8 232.9 IC -1274.94 Ramtech 0.3125 48 ZX4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC -1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 1086607!1475 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 6 4d, 0.091 in, shank X 0.225 in. 595.4 198.5 HD X 1.5 in, long ring shank non Mm. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in long X 0.323 in IC -1057-89 Ramtech 0.25 48 1,375 in metal stud 16 b 24 6 6 head diameter ribbed bugle 99D.0 123.8 head screw Min. No. 20 gauge X 3.625 in. X ETdF 0.100 to knurled shank X 112&1 99/1580 Ramtech 0.3125 48 1616 4 8 1.5 In. long X 0.25 In (read 1227.0 153.41.375 tih metal stud pin fastener Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in knurled shank X 11284 99/1580 Ramlech 0.3125 48 1.375 In metal stud 24 4 8 1.5 in. long X 0.25 in. bead 1060.0 132.5 diameter pun fastener I p uumu avuci anau oc Suppuncv uy naming, runts wwu oe apPhhee wnnrn tong ohmension ehoner paraoel or perpenanWar to sluas. off/11114F.", 2. The matmnum height4o4ength ratio for construction in this Table is 2:1. , D N 3. In the steel framed assemblies the allowable bed Is based on the average bad at 118 Inch rnet deflection. 1101 n . 0 GA l yA 1th RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardle.com DESIGN WIND LOAD PROCEDURES: Fiber -cement sitting transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the udanate test load. Since the allowable design bad is based on factor of safety of 3, allowable design loads on fiber-cemerd siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber-eemerd siding ere aligned with the wird speed requirements in ASCE 7- 10 Figure 26.5-1 A. Figure 26.S1B. and Figure 26.5-1 C. For this analysis, to calculate the pressures it Tables 3, 4, and S. the bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design , load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wird velocity pressure. Equation 1, q,=0.00256-K,-K,-KjVP Equation 2, ret. ASCE 7-10squation 30.3.1) cb , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z K, , topographic factor K, , wind directionality, tactor V , basic wind speed (3 -second gust MPH) as determined from 12015 IBC, 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.51A B, orC V=V„ (ret. 2015 IBC 6 2017 FBC Section 16021 defiMlions) Vo , ultimate design wind speeds (3 -second gust MPH) determined from 12015 IBC, 2017 FBC) Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-M B, or C Equation 3, p=q,gGCeGC0) (n3f. ASCE 7-10 equation 30.6-1) GCp , product of external pressure coefficient and gust -effect factor GCw , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn bad for siding) To defemune design pressure, substitute q, into Equation 3, Equation 4, p=0.00256-K,'K,'K,-Vw2-(GC,,GC,.) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.61) + 0.6W pet. ASCE 7-10 section 2.4.1, load Combination 7) D , dead load W , wind Iced To determine the Allowable Stress Design Pressure, apply the load lector for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, P. = 0.61p) Equation 7, pw - 0.6.10.00256•x,-Kn-K,'V. -(GCr GCS)) Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultimate basic wind speed for Hardie Siding N Table 6, sonre Equation 7 for V,,. Equation 8, V,, _ (p„A.6.0.00256'x,'K,-K,-(GCe GC,,))os Applicable to methods specified in Exceptions 1 through 3 of 1201518C, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design wind speed (Veld) for Hardie Siding in Table 6, apply Me conversion formula below, Equation 9, Vw = V„ - (0.6)eb (rel 2015 IBC d 2017 F8C Section 1609.3. 1) Vw , Nominal design wind speed (3-secoW gust mph) (rel. 2015 I8C b 2017 FBC Section, Table 2, Coefficients and Constants -used in Determining V and p, V, Wad Zine 5 Height (tl) Exp B Exp C Em D K„ K, GC 0.7 0.85 1.03 hs60 1 1 0.85 1.4 20 0.7 0.9 1.08 1 0.85 -1.4 KGC0-15 25 0.7 0.94 1.12 1 O.BS -1.4 30 0.7 0.98 1.16 1 0.85 -1.4 35 0.73 1.01 1.19 1 0.85 -1.4 40 0.76 1.04 1.22 1 0.85 -1.4 45 0.785 1.065 1.2451 1 1 1 0.85 1 -1.4 0.18 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1.11 1.29 1 0.85 -1.4 0.16 60 0.85 1.13 1.31 1 0.85 1.4 0.18 100 0.99 126 1.43 h>601 1 1 0.85 1 -1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 11443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888.542-7343 info(rD)amasha rdie.eom Table 3, Allowable Stress Design - Component and Cladding (CbC) Pressures (PSF) to be Resisted at Various Wind Speeds . Wind Exposure Category B, Wird Speed 3-secondgust) 10D 105 110 115 120 1 130 140 150 160 170 180 190 200 210 Height (11) B B B B B B B B B B B B B B 0.15 14.4 15.9 17.5 -19.1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 -19.1 -20.8 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 63.7 25 14.4 15.9 17.5 -19.1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 -19.1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 -19.9 -21.7 25.4 29.5 33.9 38.6 43.5 488 54.4 60.2 66.4 40 15.7 17.3 19.0 -20.7 -22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 162 17.9 19.6 -21.4 -23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.8 1 -71.4 50 16.7 184 20.2 -22.1 -24.1 28.2 32.7 37.6 42.8 48.3 54.1 60.3 66.8 73.7 55 17.1 18.9 20.7 -22.6 -24.7 28.9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75.5 60 t 21.2 -2 . 2 . 34A 4 100 100 25.6 28.2 31.0 -33.8 -36.9 43.3 50.2 57.6 65.5 74.0 82.9 92.4 -102.4 -112.9 Table 4, Allowable Stress Design - Component and Cladding (CbC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 10D 105 110 115 120 130 140 150 160 170 180 190 200 1 210 Nei M (11) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 -23.2 -25.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 -24.6 -26.7 31.4 36.4 41.8 47.5 53.7 60.2 57.0 74.3 81.9 25 19.4 21.4 23.5 -25.6 -27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24.5 -26.7 -29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.1) 50.9 89.2 35 20.8 23.0 25.2 -27.6 -30.0 35.2 40.8 46.9 53.3 602 67.5 75.2 83.3 91.9 40 21.5 23.7 26.0 -28.4 -3D.9 36.3 42.0 48.3 54.9 62.0 69.5 777.4 85.8 94.6 45 22.0 24.2 26.6 -29.1 -31.6 37.1 43.1 49.4 56.2 63.5 712 79.3 87.9 96.9 50 22.5 24.6 27.2 -29.7 -32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.289.9 99.2 55 22.9 25.2 27.7 -30.3 -33.0 38.7 44.9 51.5 58.6 66.2 74.2 82.7 1-91.6 -101.0 D 4 100 32.6 35.8 39.4 43.1 46.9 55.0 63.8 73.3 83.4 94.1 105.5 1-117.61-13D.31-143.6 Table 5, Allowable Stress Design . Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed (3 -second gust) 100 705 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) D D D D D D D D D D D D D D 0.15 212 23.4 25.7 •28.1 -30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 -85.0 -93.7 2D 22.3 24.6 27.0 -29.5 -32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 •89.1 •982 25 23.1 25.5 28.0 -30.6 -33.3 39.0 45.3 52.D 59.1 66.81 74.9 83.4 -92.4 -1D1.9 3D 23.9 264 29.0 -31.6 -34.5 0.4 46.9 53.8 61.3 69.2 77.5 86A -95.7 .1055 35 24.5 27.1 29.7 -32.5 -35.3 41.5 48.1 552 62.8 70.9 79.5 48.6 •98.2 -108.3 4D 25.2 27.7 30.5 -33.3 -36.2 42.5 49.3 56.5 64.4 72.7 81.5 90.9 -100.7 -111.0 45 25.7 28.3 31.1 1-34.01-37.01 43.4 50.3 57.8 65.7 742 83.2 92.7 -102.7 -713.3 50 26.6 28.9 31.7 -34.6 -37.7 41.3 51.3 58.9 67.1 75.7 84.9 94.6 -104.8 -115.5 55 29.3 322 -352 -38.3 X5.0 52.2 59.9 68.7 76.9 86.Z 96.1 -106.4 -117.4 9 1 - 100 37.0 40.8 44.7 1-48.91-53.21 52.5 1 72.5 1-832 94.6 106.31 1 -119.8 -133.4 1-147.91-163.0 Tables 3. 4, and 5 are based on ASCE 7-10 and consistent with ft 2015 IBC. 2015 IRC and the 2017 Florida Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 11443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2686-17 JAMES 542-7 DI BUILDING PRODUCTS, INC. t 11111 / irdoammeshardle.co OGAWqiaj 4 21Table6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytl4:a! Method in ASCE 7-10 Chapter 30 CdC Part 1 and Pan 3) 2015 IBC, 2017 FOC 2015 18C, 2017 FBC Allowable, Ultimate Alkwable, Nominal CC Design Wind, Speed. Design Wand, Speed.STATE Of W u u ADP6rabk to medtods Appktable to methods ap In)2015 IBC. cped0ed cat Excep0ons 1 201177 FBCJ Section wd„ oh 3 of 120/5 IBC, 1608.1.1. as detmminod by 2017 FBC) Section Figures 1608.5(1). (2), w 1609.1.1. K 10N A\- Coaffildems used in Table 6 ula+ladom for V- rW;7exposurecafto;yjWndexpo--teqOryj Siding K Product Thicknesess roduct inches) Width nates) Fastener Type Fastener Spadng Frame Type Stud Spadrtp fatales) BuOdkv Heiglltal ight) B C D B C D Actor able toed PBn Exp B Exp C Exp D K. w G GC. HardiePanel® 5/16 48 wrnrllon 6 2X4 wood Nem -Fir 16 0.15 186 168 153 144 130 11e 49.7 0.7 0.65 1.03 hS5D 1 0.65 -1.4 0.08 1 0.65 1 •1.4 0.18 1 0 a5 -1.4 0.18 1 0.851-1.4 0.18 1 0.85 -1.4 0.16 1 0.85 •1.4 0.18 1 0.95 -1.4 0.18 t 0.a5 7.4 016 7-67U714 0.18 1 0.85 -1.4 016 20 186 164 149 144 127 116 -49.7 0.7 0.9 1.06 25 186 160 147 144 124 114 -49.7 0.7 0.94 1.12 30 186 157 144 144 121 112 •49.7 0.7 0.98 1.16 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 40 178 152 141 138 118 109 -497 0.76 1.04 1.22 45 175 150 139 136 117 108 -49.7 0.785 1.065 1245 50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 55 170 147 137 132 114 1D6 -49.7 0.83 1.11 1.29 60 168 146 136 130 113 105 -49.7 0.95 1.13 1.31 100 136 124 116 108 96 9D -46.7 0.99 128 1.43 haW 1 065 -1.6 016 NardiePenel® 5/18 48 common 4 2X4 wood Hem -Fir 16 0.15 233 212 192 181 164 149 76.7 07 0.85 1.03 h%BO 1 0.65 -14 0.16 1 055 -1.4 0.18 1 0.65 •1.4 We 1 0.85 -1.4 we 1 Des •1.4 0.18 1 0.85 -1.4 0.10 1 0.85 •1.4 0.13 1 0.85 -1.4 0.16 1 0.85 -1.4 0.1a 1 0.85 -1.4 0.18 20 233 206 188 181 159 146 •78.7 0.7 09 1.08 25 233 201 185 181 156 143 -78.7 0.7 0.94 1.12 30 233 197 181 181 153 140 .787 07 0.98 1.16 35 229 194 179 177 151 139 •78.7 D.73 1.01 1.18 40 224 192 177 174 148 137 •78.7 0.76 1.04 1.22 45 220 189 175 171 147 136 -7&7 0785 1.OB5 1245 50 217 187 173 168 145 134 -7&7 0 81 1.09 1.27 55 214 185 172 166 144 133 •76.7 0.83 1.11 1,29 60 212 184 171 164 142 132 •7&7 0.85 1.13 1.31 100 175 155 146 136 120 113 -78.7 0.99 126 143 hs60 1 0.85 •1.1 0.15 HardiePanel® 5/16 48 co on 6 2X4 wood Hem -Fir 24 0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 1680 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.15 1 0.85 -14 0.18 1 0.a5 •1.4 0.18 1 0.85 -1.4 0.18 1 0.85 •1.4 tie 1 0.85 -1.4 Mill. 1 0.85 -1.4 0.18 1 0.85 -14 0.18 20 147 130 119 114 101 92 -31.3 9.7 0.9 1.08 25 147 127 116 114 98 9D -31.3 0.7 0.94 1.12 30 147 124 114 114 96 89 -31.3 0.7 0.96 1.16 35 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 40 141 121 112 109 94 86 •31.3 0.76 1.01 12T 45 139 119 110 108 92 86 -31.3 0.785 1.055 1245 50 137 tie 106 91 -31.3 0.81 1.09 127 55 135 117 105 91 •31.3 0.83 1.11 1.29 60 134 116 103 90 •31.3 0.05 1.13 1.31 100 111 86 -31.3 0.99 123 1.43 tt>5D 1 0.85 -1.8 0.18 HerdiePertel® 5/16 48 common 4 2X4 wood Hem -Fir 24 0.15 182 165 150 141 128 116 47.7 0.7 0.65 1.03 h%BO 1 0AS -1.4 0.13 1 0.95 -14 0.18 1 0.65 -1.4 0.18 1 0.851-1.4 0.18 1 0.85 •1.4 0.16 1 0.55 -1.4 0.13 1 0.65 -IA 0.18 1 0.85 -1.4 0.16 1 0.85 -IA &IS 1 0.85 -1.4 0.18 20 182 160 146 141 124 113 -47.7 0.7 09 1.08 25 182 157 144 141 121 111 -47.7 0.7 0.94 1.12 30 182 154 141 141 119 109 -47.7 07 0.98 1.18 35 178 151 139 138 117 108 -47.7 0. 73C1.11 40 174 149 138 135 116 107 -47.7 0.76 45 172 147 136 133 114 106 -47.7 0.785 50 169 146 135 131 113 105 -47.7 0.81 55 167 144 134 129 112 104 -47.7 083 -i.20 6D 165 143 133 128 111 103 .47.7 0.85 100 137 121 114 106 94 be -47.7 0.99 126 1 1.43 MBO 1 0.85 -1.8 0.18 HerdiePaneIV 5/16 48 4d, 0.091 In. shank X 0.225 m. HD X 1.5 in. long rang shank voll 4 edge 8 Bald ZX4 wood SGt0 36 16 0.15 144 131 119 112 101 92 30.0 0.7 0.55 1.03 1650 1 0.05 -14 0.18 1 0.95 -1.4 019 1 0.551-1.4 DIB 1 0.65 •1.4 0.18 1 0.05 •1.4 0.16 1 0.65 -1.4 0.18 1 0.15 -1.a 016 1 0.15 -1.4 0.19 1 0.85 •1.4 0.18 1 0.65 •1.4 0.10 20 144 127 116 112 98 90 -30.0 0.7 0.9 1.08 25 144 124 114 112 96 BB •30.0 0.7 0.94 1.12 30 144 122 112 112 94 87 •30.0 0.7 0.98 1.16 35 141 120 111 109 93 86 •30.0 0.73 1.01 1.19 40 138 11e 107 92 -3D.D 0.76 1.D4 122 45 136 117 105 91 •30.0 0.755 1.065 1245 50 134 116 104 89 JO 0 0.81 1.09 127 55 132 114 103 89 -30.0 08;1 1.11 129 60 131 113 101 88 3D.0 086 1.13 131 100 •30.0 0.89 126 1.43 FEET 1 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 3-888-542-7343 infot@jameshordie.t:om RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2686-17 Design Wind, Speed, Design Wind, Speed, e V. Wss 3 -second gust mph) 3 -second gust mph) ApplIcebte to maarods Apphcable to methods spa In 120 specified in Exceptions 1201717FSectionwon thvough 3 of 12016 IBC. as1808.1.1. n detemdned by 2017 FBC) SectionFigures16DB.3(1), (2), or 1809.1.1. 3)• K. K, GC. GC„ Wind exposure caate0ory Wnd exposure catellor Coefficients used In Table 6 calculations for Sidno Product Product 7 s inches) Width inches) Fastener Type Fastener Spacing Frame Type ud SD+ inches) Building Height"' B feet) B C D C D Agoweble Design Load PSF) FxpB ExpC ExpD K. K, GC. GC„ 0.15 198 180 163 153 139 126 we 07 0.85 1.03 ha80 1 0.85 .1.4 ale 20 198 175 159 153 135 123 558 0.7 0.9 1.06 HardlePanek9 1/4 a8 Min No 8 X 1 in. long X 0.323 in hea(33 diameter ribbed la head saew' Min. No. 20 ga. m0) X 3625 in X 1.375 in metal stud 16 t -6. -as -1.4 0.16 1 0.85 .1.4 ale t 0.05 -14 ale 1.4 0.10 1.4 D.teL6 1.4 016 1A 0 to 1.4 0.16' 1.4 0.181D.a'5 25 198 171 157 153 132 121 •566 07 0.94 7 12 30 198 167 154 153 130 119 .598 07 0.90 1.15 35 194 165 152 150 128 lie -56.5 0.73 1.01 t.1B a0 19D 162 150 147 126 116 586 0.76 t.a 1.22 45 187 161 148 145 124 115 •56.6 0.785 1.065 1245 50 184 159 147 143 123 114 -56.6 0.67 1.08 1.27 55 182 157 146 141 122 113 560 0.83 1.71 7728 60 180 156 145 139 121 112 •56.6 0.85 1.13 1.31 100 149 132 124 115 102 96 58.6 0.99 126K1.2451 tw 60 1 0.05 -1.e 0.18 0-15 146 132 120 113 102 93 308 0.7 095h550 1 0.85 -1.4 0.16 20 146 128 117 113 99 81 306 07 0.9 HerdiePanel® 1/4 48 Min. No 8 X 1 in. long 0.323 m diameter ribbed bugle head 6 Min. No. 20 ga. 33m0)X 3.625 in X 1.375 in metal stud 24 t - •1.4 ale 1 0.95 .1.4 0.18 1 0.85 -1.4 0.18 1 065 •1.4 0.16 t 0.x5 •1.4 0.1e 1 2.as -1.4 0.10 t 0.86 •1.4 ale 1 085 -1.4 0.18 25 146 126 115 113 97 89 •306 07 0.94 3D 146 123 113 113 85 a8 •30.6 0.7 0.98 35 143 121 112 110 94 86 •30.6 073 1.01 40 140 119 110 108 93 85 30.6 0.78 1.04 45 137 118 106 91 -30.6 0.785 1.065 50 135 117 105 9D -30.6 001 1.08 1.27 55 134 116 104 90 •30.6 0.83 1.11 1.29 60 132 115 102 89 30.6 0.85 7.13 3.31 7 0.e6 -1.4 Fia 100 386 0 BB 1.26 1.43 h.60 1 0.851-1.8 0.10 HerdiePenel® 5/16 48 ETdF 0.100M. knurled shank X 1.5 in king X 0.25 in head diameter Din fasten? 4 edge a field Min. No. 20 ga. 33 m0) X 3.625 in X 1.375 in metal stud 16 0.15 198 180 163 153 139 727 567 07 0.65 103 hsoo 1 08.5 -1.4 0.18 1 0.85 .14 0.18 1 79-5-1.4 ale 1 0.65 .1.4 ale 1 0.85 -1.4 0.18 1 ass .1.4 ale 1 0.85 -1.4 018 1 0.05 -1.4 0.18 t 0.65 -1.4 ale t 0.85 •1.4 0.16 20 198 175 160 153 135 124 .587 0.7 all 1.08 25 198 171 157 153 132 121 •56.7 0.7 0.94 1.12 30 198 167 154 153 130 119 •50.7 05 age 3770 35 194 165 152 150 128 118 •5&7 0.73 1.01 1.19 40 19D 163 150 147 126 116 -56.7 0 76 7.04 1.22, 45 187 161 149 145 124 115 •56.7 0.785 1.055 1.245 50 184 159 147 143 123 114 -56.7 0.81 1.09 1.27 55 182 157 146 141 122 113 •567 0.63 1.11 329 60 180 156 145 139 121 112 •567 0.85 1.13 1.31 100 149 132 124 115 102 96 •58.7 0.88 125 1.43 hs80 1 0,851-1.8 ale HardlePane* 5/16 48 ETdF 0.100 in. knurled shank X 1.5 in. b^9 in. X head heed diameter Din 18slenel? 4 edge 8 field Min. No. 2D ga. 33 m0) X 3.625 in X 1.375 in metal Mud 245 126 118 107 98 33.7 0.7 0.85 3.03 hsBp 1 0.65 -1.4 0.18 1 0.85 -1 4 0.18 1 0.85 -1.4 0.10 t 0.85 -1.4 0.1e 1 0.85 -1.4 0.18 t 0785 -14 0.16 1 0.85 -7.4 0 16 1 0.05 -14 ale 1 0.85 -1.4 0,18a, O.eS -7.4. 0.18 5 123 118 104 95 -33.7 0.7 0.9 1.08 121 118 102 94 •33.7 0.7 0.94 112 9 119 118 100 92 -33.7 0.7 0.98 1.16 t 17 116 99 91 •33.7 0.73 1.01 1.19 60W121DI 116 114 97 90 •33.7 0.76 1.04 722 4 115 112 96 69 •33.7 0.785 1.065 1.245 2 113 110 95 a8 -33.7 0.81 1.09 1.27 1 113 109 94 87 33.7 0.83 Ltt 128 t 12 107 93. 87 •33.7 0.65 1.19 1.31 100 115 89 •33 7 0.88 126 1 10.851 -1.810,18 1. Screws shall penetrate the metal framing at least three fug threads. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 Inch. 3. Building height - mean roof height (in feet) of a building, except that eave height shell be used for roof angle O less Ihan or equal to 10' (2-12 roof 4. Vv - ultimate design wind speed S. V.. - nominal design wind speed 6. Lmeor Interpolation of building height Is 60 ft) and wind speed is permitted. 7. Wind speed design assumptions per Anaybcel Method in ASCE 7-10 Chapter 30 C&C Pan 1 and Pan 3. Kb=1, KeD.85, GC.= -1.4 (hs60). GC. ' LIMITATIONS OF USE: t) Fastener pullout must be evaluated when installed a species of wood studs other then that which was tested. 2) In High Velocty Hurricane Zones (HVHZ) install per Miami -Dade County Flo wide, NOA 17-0406.06 1.411 ENSa'• _ 11 ln>bu) t C -r Fc .r:• (V \ LORiDP .• •cwt\ti\. Florida Building Code Online Page 1 of 2 r.:•. a[411j,'914K1 SOS Home i Log In { User Registration Not Topic { Submit Surcharge { Stats b Facts ; Publications { FBC Starr E SOS Site Map { Unks { Search { dbpr* b Product Approval USER: Public User X =0= Product Approval Menu > ProDuct or ADDIi[aDon Sear[h > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12194-R6 Revision 2A17 Approved E7 Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden L Validation Checklist - Hardcopy Received Certificate of Independence FI 12194 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.Ddf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 https://www.floridabuilding-org./P r/pr app dtl.aspx?param=wGEVXQwLDquk24AUC%2fE... 2/1/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 Page 2 of 2 FL Of Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum Soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 I] ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC35001.3 2017 FBC Evaluation Report 04 T4 Soffits final.Ddf Created by Independent Third Party: Yes Back Neat Contact Us :: 2601 Blair Stene . .Tallahassee FL 32399 Phone: 950.487-1824 The State of Florida is an AAMEO employer. Coovrfeht 2007.2013 State of Florida.:: Prtvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a Public -records request, do not send electronic mall to this entity Instead, contact the Office W phone or by traditional mall. It you have arty questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The erwhls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please dick Vii. Product Approval Accepts: M icm_ Credit Card. Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/1/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Matenals Technologies (TST5878) ACIX-003-02-02 HAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. • : 1 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to'ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001.3 FL12194-R6 _ Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 318" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 Int/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. IS'FULLVENT 18- CENTER VENT WSOLID PANEL 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit ?anels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 inZ/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 17" FULL VENT ALC 15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. AV No 74021 p• 'STATE OF •41J 40 R1 P»Z` 1, Sip N A1- e.`` 1111111110"'i' CERTIFICATION OF INDEPENDENCE 2017.09.01 10-:06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Approved Systems (8 pages). 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC 15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12"T4 Soffit— 12 -inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16 -inch o.c. Fastener Fastener Location Location 1 ALC 15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16° Q4 Soffit — 8 -inch o.c. Fastener Location I/- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Apliendix A Approved Systems for 12 -inch overhang with F -Channel Approved System Numbers and Definitions 12F-# Approved Systems for 12 -inch Overhang with F -Channel 12J-# Approved Systems for 12 -inch Overhang with J -Channel 16F-# Approved Systems for 16 -inch Overhang with F -Channel 16J-# Approved Systems for 16 -inch Overhang with J -Channel 24F-# Approved Systems for 24 -inch Overhang with F -Channel 24J-# Approved Systems for 24 -inch Overhang with J -Channel Apliendix A Approved Systems for 12 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8 -inch head dia. nail, One (1) min. 3/8 x 3/8 -inch One (1) ruin. 1 3/4 -inch long x 0072 -inch dia. x min. 3/16- 12F-1 16 -inch Wood min. 1.25 -inch embedment spaced Wood crown staple spaced 16 -inch inch head dia. trim nail 40.0 24 -inch o.c. O.C. spaced 36 -inch o.c. Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x min. 1/4 -inch 48 12F-2 16 -inch Wood crown staples In diamond pattern Wood crown staple spaced 8 -Inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24 -inch o.c. and securing each panel lap inch o.c. One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood crown staple spaced 0.072 -inch dia. x min. 1/4Anch 48 16 -inch spaced 8 -inch o.c. and securing each panel lnellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.3 FL12194-R6 . Page 2 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12 -inch overhang with J -Channel k Wall Connection Eave Connection System Panel MDP No. No. Width psf) Substrate Substrate F -Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment One (1) 18 ga. 1/4 -inch crown x Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -Inch 16F-1 One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x One (1) 14 ga. 5/8 -inch long T nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0.072 -inch dia. x min. 1/4 -inch 48 4 -inch o.c. and securing each 16 -inch pattern spaced 24- screw spaced 16 -inch o.c. spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 12 -inch o.c. inch o.c. connecting soffit to J -channel inch o.c. One (1) min. 1.75 -inch x Approved Systems for 16 -inch overhang with F -Channel k Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8 -inch long T nail Wood 1 -inch leg staple spaced max. 0.072 -inch diameter finishing nail with min. 3/16- 153.3 12 -inch spaced max. 8 -inch o.c. 4 -inch o.c. and securing each inch head spaced panel lap 12 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga. 1/4 -inch crown x 1- 1 -inch leg staple spaced max.' 0.072 -inch diameter 16F-2 12 -inch Wood inch leg staples in diamond'pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 153.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8 -Inch x 3/8 -inch One (1) min. 1 3/4 -inch long x 0.072 inch dia. x min. 16F-3 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head ilia. trim nail t25.6 inch o.c. O.C. spaced 36 -inch o.c. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o.c. crown staple spaced 8 -inch o.c. inch head dia. (rip nail 36.1 spaced 48 -inch o.c. ALC 15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for Stale 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 allribules that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16 -inch overhang with F -Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) 18 ga. 1/4 -Inch crown x One (1) min. 1.75 -inch x 23.5 16F-5 Max. Masonry One (1) 14 ga. 5/84nch long T nail Wood 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter finishing nail with min. 3/16- 143.3 164nch spaced 8 -inch o.c. o.c. and securing each panel inch head spaced lap 16 -inch o.c. One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.754nch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1o. ch leg staple spaced 0.072 -inch diameter 16F-6 16 -inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 143.3 spaced 16 -inch o.c. inch head spaced 16 -inch o.c. Approved Systems for 16 -inch overhang with J -Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -Inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia. x 23.5 16J-1 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. min. 1/4 -inch head dia. trip 31.4 spaced 24 -inch o.c. nail spaced 48 -inch ox. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Apoendix A Approved Systems for 24 -Inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width psf) Substrate F -Channel Attachment Batten Panel Attachment Substrate Panel Attachment , Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1 -inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1l4 - One (1) min. 1.75 -inch x Max. inch crown x 1 -inch taller with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 24F-1 12 -inch Wood leg staples in 1) min. 2.25- Wood legtaple spaced 8- s finishing nail with min. 801-90 diamond pattern inch x 7d ringinch One (1) min. 1.75 -inch i o.c. 3(16 -inch head spaced spaced 16 -inch o.c. shank nail x 0.072 -inch diameter 12 -inch o.c. 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80124F-2 12 -inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced 16 -inch o.c. inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg Nominal 1x2 staple spaced No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4 - One (1) min. 1.75 -inch x Max. One (1) 14 ga. 518- anchored to each panel lap inch crown x 1 -inch 0.072 -inch diameter 80/ 24F-3 12 -inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8 -inch o.c. 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced inch ring shank x 0.072 -inch diameter 12 -inch o.c. nail 24 -inch o.c. finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 114 -inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-4 16 -inch Wood leg staples in 251) min. 2.- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o.c. shank nail One (1) min. 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 16 ga. 1/4- One (1) min. 1.75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 16 -inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001,3 FL12194-R6 Page 6 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. NCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with F -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max. One (1) 14 ga. 5/8- anchored l0 16 -inch o.c. securing inch crown x 1 -inch 0.072 -inch diameter 24F-6 16 -inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8 -inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced inch ring shank One (1) min. 1.75 -inch each panel lap 16 -inch o.c. nail 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC 15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24 -inch overhang with J -Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (ga. Y.- One (1) min. 1.75 -inch Max. ratter with one x 1 -inch leg into the end of the lap inch croownn x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- min. 2.25 -inch x 7d One (1) min. 1.75- 8 -inch o.c. 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072 -inch 12 -inch o.c. 24 -inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max. 4 -inch o.c. rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.1/4-inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) min. 2.25 -inch x 7d lap Wood 8 -inch o.c. and finishing nail with min. 3/16 -inch head spaced 153.3 inch x 7d ring, pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16 -inch o.c. shank nail inch o.c. nailed on either side inch x 0.072 -inch lap 24 -inch o.c. of the batten at diameter finishing each batlerdrafter nail with min. 3/16 - intersection. Max. Inch head spaced rafter spacing is 44nch o.c. 24 -inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRoveo SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8• head din. nail with inin 1St' engagemenblfor wood substrate) or min. 0.097• dla. T-nai.l or stul, nail with min. 5/8' angagement(for concrete of block 9ubatrate),, spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 1217-1 & `- SOFFIT (OVERHANG WIDTH VARIES) 1217-3\—"F" CHANNEL Wood, Concrete or Block W FASCIA LIP 1/4" STAPLE -SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail SOFFIT STAPLE 3/4' X OPEN RAFTER t',1 DIAMOND PATTERN j I I I TACROWNSTAPLES USING ADIAMOND 1 11 , DETAIL R $ srwEs / PATTERN FACIA BOARD i FASGA CAP 12F-2 11 3/4' X 1/4' CROWNSTAPLE '8' FACIA BOARD 1 -3/4' TRIM NAILONCENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE- PAINTED S.S. 49" FASCIA CAP INSTALLED WITH THE D.C. NAILING FLANGE UP OR 3/4' X 1/4" DOWN CROWN STAPLE SOFFIT -max. 12t-111011Span WOOD SOFF 1. SUBSTRATE SOFFIT & FASCIIr A p ETAI L ALC 15001.3 FL12194-R6 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 1 -CHANNEL 1-3/4- TRIM NAIL acrewed to eoEEit with one(11 k8 x PAINTED S.S. 48" 1/2" x 3/8" head O.C. diameter ocrew, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 12 -inch span ALUMINUM COILS, INC Soffits Appendix B 3/0' ; SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 9• irvcou DETAIL STAKES / FASCIA CAP + 3/4- X 1/4- CROWN 1_3/4' TRIM NAIL FACIA BOARD STAPLE -8. ON CENTER. PAINTED S.S. FASCIA CAP 3/4- X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC 15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW MALLFASCIA BOARD PAINTED 5.5. FASCIA CAP SOfHT I-zt- GROWN STAPLE OPEN RAFTER FASCIA BOARD N CA S/B' I•ta1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASGA CAP; REFER TO SOFFIT & FASCIA DETAIL F' CNANIIEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC 15001.3 FI -12194-R6 Page 4 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 3/81 head dia, nail with min. 1!f" engdgement(for wood eubsttats) Ok' min. 0.6971 di.a. T-nait *or stub nei.t with min. 5/e'! ongagoment(for concreto or, block substrate) , gpnred as 'noted above. FASCIA SLIP BOARD FASCIA TRIM , SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood. Concrare or, Block M FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L --PAINTED S.S; 1 ./4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FI -12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n,,,,O1 `, SOFFIT STAPLE 3/4• x 1/a• OPEN RAFTER DIAMOND PATTERN I DETAILCROWNsf.4Pt ES USING A DIAMOND t +—ro Ktv f suw ts PATTERN FACIA BOARD FASCIA GAP 16F-4 3/4" X 1/4' CROWNFACIA 8' BOARD 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTEO S.S. 48" FASCIA CAPINSTALLEDWITHTHE, D.C. C, NAILING FGE' UP OR 3/4' DOWN CROWN STAPLE SOFFIT—max.. 16 -inch span WOOD SOFFIT. SUBSTRATE SOFFIT &FASCIA DETAIL ALC 15001.3 FL12194-116 Page 6 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAILFASCIA BOARD PAl11TEU 3.5. FASCIA CAP SOFFIT T'4, CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4- CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 $ PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASGA CAP; REFER TO SOFFIT 1 FASCIA 3,. \ DETAIL a f' CHANNEL 3/91 SOfFIT; MAX. 16" I SPAN t WOOD SUBSTRATEATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this Teport is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4- TRIM NAIL] PAINTED S.S. 48' O.C. WOOD OR BLOCK SUBSTRATE SOFFri—max. 16 -inch span ALUMINUM COILS, INC Soffits Appendix B 01 3n;W ; 1 SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD I (_3.' KTVC „I DETAIL FASCIA CAP 3/4" x 1/4' CROWN FACIA BOARD STAPLE "8. ON CENTER 1-3/4'• TRIM NAIL PAINTED S.S, FASCIA CAP 3/4' x 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIAFASCIA DETAIL ALC 15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRW NA0.FASCIA BOARD PAINTED 5.5. 1*4- CROWN FASCIA CAP STAPLES SOfFIT USINS A OUMONO PATTERN; REFER TO 1'e!' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERII DETAIL 1 t TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F4 1-4* CROWN STAPLE FASCIA CAPI REFER TO AIL. i FASCIA TA0. / \ OE a NominalSYP Dalian Anchored to SOFFIT; MAX. 84' f -CHANNEL Rafters with one 7d Ring Shank Nail at e•erT Rafter / W000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' N FASCIA BOARD PTRIMAINTED . I•I' SMOOTH SHANK FASCIA CAP ROOF NAILS SOfffT 1 -rt' CROWN STAPLE 1 TRIM HAIL FASCIA BOARD PAWTEO 5.5. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I'rt' CROWN STAPLE FASCIA CAP: REFER TO SOFFIT i FASCIA DETAIL Neednal 1'12- SYP Batten Anrfiored to SOFFIT; MAX. 24' F -CHANNEL Rafters with one Td Ring Shank NO at every RiflerWOODSUBSTRATE ALC 15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I TRIM HAIL FASCIA BOARD PAINTED S.S. I40A i' T-IIAILSFASCIA CAP SOFfIi I'at' CROWN STAPLE I e TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA OETAIL 24F-3 & 24F-6 1.4- CROWN STAPLE FASCIA UPS REFER TO 101`111 9 PASCIA DETAIL Nominal I'a2' SYP Batten Anchored to SOFFIT: MAX. 24' F -CHANNEL Rafters with one 74 Ring Shank Nail at every Railer MASONRY ALC 15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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. 1 GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM HAP FASCIA BOARD PANTED S.S. 1''4' CROWN FASCIA CAP STAPLES SOFFIT j 1151116 A DIAMOND PATTERN; REFER TO CANTILEVERED 4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT &FASCIA 1 t' 19111 NAIL PAINTED S.S. DETAIL 24J-1 & r 1'e' CROWN STAPLE. 24J-2 FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nomtnsl 1' a 2' SYP battens acabbod between ratters and SOFFIT; MAX. 24' 3/0 CHANNEL secured wlth one (1) 7d MIT I I shank nail stratghl•nalted through the rafter Into the and WOOD SUBSTRATE of the batten or two (2) 7d ring enank nslls toe•nalied on either side of the bottom at Na balleNnfler lntermflort SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FL12194-R6 Page 12 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Apoendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have.been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„„is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001.3 FI -12194-R6 Pagel of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sofflts Appendix C ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 06si• n,Win_d=P,re_ sturos-for,$offit§:in•R)i osdre,8+ rBullding `' TYPew Aft 1.2 Basic WiridS -eed' m= h f `1A0' ,f415a 160E70 8 4i u",* IftP'i..Fit., 190 ,200' e ., Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 42.2 46.8 40 -18.3 -21.5 -24.9 -28.6 -32.5 -36.7 41.2 45.9 50.8 50 -19.5 -22.9 -26.5 -30.5 -34.7 -39.1 -43.9 -48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 -20.8 -24.4 -28.3 -32.5 -37.0 41.7 46.8 -52.1 57.8 30 -20.8 -24.4 -28.3 -32.5 -37.0 41.7 46.8 -52.1 57.8 40 -22.6 -26.5 -30.7 -35.3 40.1 45.3 -50.8 -56.6 62.7 50 -24.1 -28.2 -32.8 -37.6 -42.8 48.3 -54.1 -60.3 66.8 60 -25.3 -29.6 -34.4 -39.5 44.9 -50.7 -56.8 -63.3 70.1 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 1 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 1 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1 14.7 17.0 1 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 17.8 1 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C y A .' nDesi Wind;Pr essuPes;for Soffits in"Ex osure C,4d!y. t,,".sy.#i 3•. s' _ BUildln "° T e.' 4 i':eney Mean uBasic Wirid S eed' m .h 16 _ _ r Roof 120 130 14 1 1 1:70 180 1 •2Wei 'ht- ft ter.atti`6 90` 00 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 40.2 45.4 -50.9 -56.7 62.8 30 -23.6 -27.7 -32.1 -36.9 41.9 47.3 -53.1 -59.1 65.5 40 -25.0 -29.4 -34.1 -39.1 44.5 -50.2 -56.3 -62.7 69.5 50 -26.2 -30.8 -35.7 41.0 46.6 -52.6 -59.0 -65.8 72.9 60 -27.2 -31.9 -37.0 42.5 48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 -27.9 -32.8 -38.0 43.6 -49.6 1 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 45.5 -51.8 -58.4 -65.5 -73.0 80.9 40 -30.9 -36.3 42.1 48.3 -54.9 -62.0 -69.5 -77.5 85.8 50 -32.4 -38.0 44.1 -50.6 -57.6 -65.0 -72.9 -81.2 89.9 60 -33.6 -39.4 45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1. 40.2 44.5 50 16.8 19.7 22.9 .26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 1 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 1 46.7 60 17.4 1 20.5 23.7 1 27.2 31.0 35.0 39.2 43.7 1 48.4 ALC15001.3 FL12194-116 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Desi n Wind Pt6ssutes`for,,Soffits In Exposure,D' Id g -- BTYpe:",Yii. one rw5:,•;Hei eY Mean t? WWW110 t Basic Wind S eed` m" fi_ 1 i s _ ytf riof 20 13l) 1-40 1501 160, r 170 180 107A. hf'ff Es a- , Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 -27.0 -31.6 -36.7 -42.1 47.9 -54.1 -60.6 -67.6 74.9 30 -27.9 -32.8 -38.0 43.6 49.6 -56.0 -62.8 -70.0 77.5 40 -29.4 -34.5 40.0 45.9 -52.2 -58.9 -66.1 -73.6 81.6 50 -30.6 -35.9 -41.6 -47.8 -54.3 -61.3 -68.8 -76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 45.3 -52.0 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 40 -36.2 42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 100.7 50 -37.7 44.3 -51.4 -58.9 -67.1 -75.7 -84.9 -94.6 104.8 60 -38.9 45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F -Channel 3/8" 318" J -Channel 3/4" --- 1/8" HEM T 7 3/4" 3/8' ISOMETRIC VIEW 3/0' PROFILE ISOMETRIC VIEW VII, PROM ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Stale 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. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Apfiendix D ALC 15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" Q4 Soffit ALUMINUM COILS, INC Soffits App(-ndix D o W rVP aizs rvr 18" &ANK J:,/ 8 FRQFU.E I IMPtEF o d000 0000 00000 0 0 0 0 aR 000-00 0000 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 31/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE trrc[r o w•rvv oirrw d aoaa as oaoaa oaoa ENO OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz001 @tampabay. rr.com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative SCIS Home I Log In I User Registration Hot Topics ( Submit Surcharge I Slats & Facts ; Publications I FSC Staff E SCIS Site Map I Links I Search Address/Phone/Email orida Product Approval 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 USER: Public User don.shaw@iko.com aa uupp Roofing Subcategory Asphalt Shingles Product Approval Menu > Product or Apolicauon Search > Application List > Application Detall FL # FL7006-R10 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 IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz001 @tampabay. rr.com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 https:IIA,vA w. flori dabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwd)gse7mYBd2b3K... 2/6/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products Page 2 of 3 https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at ]KO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 RIO C CAC Letter - ASTM D3161 letter - (9 -26 - 2017) from FM.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 RIO C CAC Letter - ASTM D3462 letter - (9 -26 - Design Pressure: N/A 2017).Ddf Other: FL7006 RIO C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 RIO C CAC ASTM D 3462 - Shingle letter Approved for use outside HVHZ: Yes Surveillance Audit Location - (6-28-2017).Ddf Impact Resistant: N/A FL7006 RIO C CAC Letter - ASTM D3161 letter - (9 -26 - 2017) from FM.DdfDesignPressure: N/A Other: FL7006 RIO C CAC Letter - ASTM D3462 letter - (9-26- 2017 ).odf FL7006 RIO C CAC Letter - ASTM E108 letter - (9-26- 2017).Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO 11 Hip and Ridae Cao Shingle Installation Instructions.odf FL7006 RIO 11 IKO-187-02-01 Letter - installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for -use in-HVHZ: Yes FL7006 RSO C CAC Letter - ASTM D3161 letter - (9 -26 - 30171 from FM.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 RIO C CAC Letter - ASTM D3462 letter - (9 -26 - 2017).DdfDesignPressure: N/A Other: FL7006 RIO C CAC Letter - ASTM E108 letter - (9-26- 2017 Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.pdf FL7006 RIO 11 Roofing -Prod ucts-Leading- Edge- Plus- Aoolication-EN(1). odf Verified By: Duc 7 Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006. 4I Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odf FL7006 RSO C CAC Letter - ASTM D3462 letter - (9-26- 7). df FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 RSO 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bedt Neat Contact Us .: 7601 Blair Stone Road. Tallahassee Ft 32309 Phone: 850-487.1824 The State of Florida is an AA/EEO employer, Copyright 2007.2013 State of Flonda. •: Pnvacv Statement .: Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address if they have one. The email$ provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available t6 the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0199M Credit Card Safe https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 2/6/2018 CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3 -Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins_ 8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published, manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: / Signed: Brad Grcybo ski Duc T.Mduyen Managing Director Florida Re ere .Professional Engineer P.E. Number: 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 IKO-187-02-01 PRI Conslnution Materials Tedmobgies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813.621.5777 Fax: 813621.5840 e-mail. matenalstesting@pricmLoom Website: hlt Av#.w.pricmLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3 -Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 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 eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES MIT 1.1? 1 _ SEAUNG STRIP — 61/9' 61/8• r. t. t. NAILS i NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PW Construction Materials Technologies, I.I.C. 6412 Badger Dnve Tampa, FL 33610 Tel: 813621.5777 Fax: 813621-5840 e-mail. matenalstesung@pncmLcom WebSite, http:/Avww.pricmLcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 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 eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 6 3i NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails as shown M 1" r 1 —s r r r CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Techratogies, LLC. 6412 Badger Dnve Tampa, FL 33610 Tel. 813621.5777 Fax: 8136215840 e-mail. materialstesbng@pricmtwm WebSne' htlp:1 www.pricrntcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using.the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 1. TAM CM PRI Conshichon Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel, 813821.5777 Fax* 813621.5840 e-mail: matenalsteslingQa pricmLcom WebSite: http:/Mww.pricmLcom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131 /4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower comer of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PW ConstruGion Materials Technologies, I.I.C. 6412 Badger Ihive Tampa, Fl. 33610 Tel: 813.621.5777 Fax. 813621.5840 e-m4l• materialsWfing@p6cmLoom WelSite, httpJt#w.priant.com Florida Building Code Online Page 1 of 2 usiness Professional Regulation SCIS Moore I Lop In I Use, Registration i, Mot Topics 1 Submlt Surcharge StatS B Facts ; Publications FBC Stag BCIS Site Map Links Search Df1G13 Product Approval IUSER: Public User Product Approval Menu > ProduR or Apphcatfon Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15216-R3 Revision 2017 Approved 0 InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozono@interwrap.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R3 COI 2017 01 COI Nleminen.Ddf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 Q... 2/6/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 Page 2 of 2 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R3 11 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL35216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3. Ddf Created by Independent Third Party: Yes Beat Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida is an WEED employer Coovricht 2007-2013 State of Flonda.:. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emails provided may be Used for official communication with the licensee. However email addresses are public record. If you do not wish UP supply a personal address, Please provide the Department with an email address which Can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click DM. Product Approval Accepts: Credo Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 2/6/2018 QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R3 FL15216-R3 Date of Issuance: 02/17/2012 Revision 3:10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: x. Cj,rSit•S i Robert J.M. Nieminen, P.E. ass :i 'ti . Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1., SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6'h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.1.1, T1507.1.1 1507.1.1 3. REFERENCES: imint ITS (TST1509) ITS (TST1509) ITS (TST1509) PRI(TST5878) ITS (QUA1673) 4. PRODUCT DESCRIPTION: Properties Standard Year Unrolling, Breaking Strength, Pliability ASTM D226 2009 Tear Strength ASTM D1970 2015 Examination Reference Date Physical Properties 100539395COQ-006 10/27/2011 Physical Properties 100539395COQ-002 10/27/2011 Physical Properties 100539395COQ-006 03/14/2014 ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 Quality Control Service Confirmation 09/30/2017 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42 -inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30 -days after installation. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-113 Certificate of Authorizotion #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.15216-113 RhinoRoof Underlayments Revision 3:10/10/2017 Page 2 of 3 NTINITY I ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Sinele Layer: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R3 Certificate of Authorization #9503 67X EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 RhinoRoof® U20 Synthetic Roofing Underlayment RhinoRoof' U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof' U20 can be anchored with corrosive resistant 3/8" head x 1 " leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1 " plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof' U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS -153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof' U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof' U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap® Roofing Products Division • Charleston, SC • Vancouver, BC • Mission, BC • Montr6al, QC Web: www.interWrap.com/roofing I E-mail: info®interwrap.com MEMBER c` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 SCIS Home I Log In I User Repistrabon ; Riot Tops& I Submit Surcharge I Stats B Facts 1, Publication$ I FBC Stall I SCIS Site Map I Links I Search I Florida rt^ Product Approval USER: Publ.c Userditaus Product Approval Menu > Product or Aopliw[ion Search > Application LIS t > Application Detall FL # FL16994-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden E/:- Validation Checklist - Hardcopy Received Certificate of Independence FL16994 R5 COI SEM14001.5a 2017 FBC Eva) Report Off-Ridoe Vent fn I Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1503.5 1709.2 Product Approval Method Method 2 Option B https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 Florida Building Code Online Date Submitted 09/26/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products Page 2 of 2 Badt Next Contact tis :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please Click here Product Approval Accepts: Credrt Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 FL Of Model, Number or Name Description 16994.1 Off Ridge Vent 4 -ft, 6 -ft, and 8 -ft off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 II SEM14001.5a 2017 FBC Eval ReportOff- Approved for use outside HVHZ: Yes Ridue Vent final.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 R5 AE SEM14001.5a 2017 FBC Eval Report Off- Ridoe Vent final.pdf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-R, 6 -ft, and 8-R off ridge vents for use with clay or concrete tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 RS II SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 R5 AE SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.pdf Created by Independent Third Party: Yes Badt Next Contact tis :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F S., please Click here Product Approval Accepts: Credrt Card Safe https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 336470 (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017 11801 Industry Drive Jacksonville, FL 32218 800)874-0335 hftp://www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5, 1709.2 Properties: Roof Ventilation REFERENCES Enti PRI Construction Materials Technologies (rST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) PRODUCT DESCRIPTION Report No. Standard Year SEM -029-02-01 ASTM E 330 2014 SEM -031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24 -inch wide x 102 -inch long x 4.25 -inch high. Vent is available in nominal 4 -ft, 6 -ft and 8 -ft sizes. SEM14001.5a FL16994-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION Southeastern Metals Manufacturing Co., Inc. Off Ridge Vent Deck Type: Minimum 7/16 -inch APA span rated OSB sheathing or 15/32 -inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum 2:12 Installation Height: Maximum 33 -ft Roof Cut -Out: 2.5 -inch wide x 42 -inch opening for the nominal 4 -ft vent 2.5 -inch wide x 66 -inch opening for the nominal 6 -ft vent 2.5 -inch wide x 90 -inch opening for the nominal 8 -ft vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6 -inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cemenVmastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5 -inch HWH screws with 0.5 - inch sealing washers or min. 12 ga. x 1 -1/4 -inch ring shank nails with min. 3/8 -inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8 -inch. The fasteners shall be located 1 -inch from the edge of the flange and 5.5 - inches o.c. along all four sides of the vent. All loosened shingles shall be adhered down with roof cemenVmastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cemenVmastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13.5 psf for 4 -ft and 6 -ft vents Pressure -18 psf for 8 -ft vent Pressures calculated using 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. CERTIFICATION OF INDEPENDENCE 2017.10.10 10:29:43 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will --acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM14001.5a FL16994-R5 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MIAMI-DADE COUNTY MIAMI- DADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. GLGG• CU-CGUJ NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Applicant Weather Vent Dimensions Vent: 4-'/z" x 19" x 46" Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test APency PRI Asphalt Technologies, Inc APPROVED APPLICATIONS: Test Identifier TAS 100 ICC -ES AC132 Test Product Specifications Description TAS 100 Galvanized metal roof vent Deck Type: Wood Deck Description: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Test Name/Report Date SEM -002-02-01 08/14/03 SEM -027-02-01 01/07/14 Cutout: Mark a 3'/z" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1 /8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent -to the roof deck with 1-'/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 MIAWDAD, COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 k' I -i I an%rd ov 01 S001 Ind Development CITY OF SANFORD MAR 0 1 2018 ' BUILDING & FIRE PREVENTION PERMIT APPLICATION FIJI.___/T Application No: Documented Construction Value: S 150,537.00 Job Address: 3860 Saltmarsh Loop, Sanford (Wyndham Preserve lot 26) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0260 Residential © Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkisonCcDparksquarehomes.com Property Owner Information Name Phone: Street: Resident of property? : No City, State Zip: Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351.. Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783. Debary FL 32753 Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application bioill NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to s 0009that 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. . 8tC_. t AAM 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,tiopy of theexCeuted- e' contrarct is Tepuired in order to calculate a plan review charge and will be considered the estimated construction value of the job at the timof 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. 4t, jui a •a8 • /8 Signature of owner/Agent Date Signature of Contractor/Agent Date Vishaal G Vishaal Gupta Print Contractor/AaenC&+f mee, k- '9'9818 Si Date Tignatdre of r?' •. MICHELLE PARKISON J ,. • MICHELLE PARKISO10 r . Notary Public — State of FloridaNotaryPublic - State of Florida t Commission # GG 157861 = • ; Commission # GG 157861 dj My Comm. Expires Nov 5, 2021 =;,; ^ r;• MY Comm. Expires Nov 5, 2021 B011ded Ihiouph NeUWW NOWry AS511. . •. Bonded ho* NaliaW Nc"A=. 7-7 Owner/Agent is -4 Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: $ WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application PI r Nw City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3860 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0260 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BPA 18-1138 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Sidewalk or Walkwayd 1 Including Right-of-Way Use & 9 J Y F O177 Landscaping in Right-of-Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the NiwwMnrlbelow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callberorey-ft 1. Project Location/Address:—O&oO Cs oy), Ovd 2. Proposed Activity X Driveway Walkway [_ Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of new driveway for new single family residence This application is submittedy: b ProperriOwrter 4&_ Signature: Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Print Name: Vishaal Gupta 0 Emergency Repairs Ercall: mparkison(BlparksQuarehomes.com Date: of "`" /8 Maintenance ResponsibilitieslIndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved porton of nght-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the nght-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands. suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terns. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: Z Date. November 2015 ROW Use Dnveway.pW LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs I hereby name and appoint: David Mercer an agent of: Park Square Homes Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O The specific permit and application for work located at: 38CoC> S•rrarslr, l_mT, o r•«'Gt Street Address) Expiration Date for This Limited Power of Attorney: 161. 51. Sot&!, License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: V-/ STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this c;t8 day of'c , 209' I e> by Vishaa) Gupta who is q(personally known to me or o who has produced identification and who did (did not) take an Stg ture Notary Sea]) Rev. 08.12) Print or type name Notary Public - State of 7—\or dc.- Commission No.GG 15-78Co 1 My Commission Expires: %%N510-00-1 as pr i "••• MICHELLE PARKISON Notary Public— Stale of Florida Commission # GG 157861 u 1; My Comm. Expires Nov 5, 2021 ftWed thra* NnUaW Notary Men. Rev. 08.12) Print or type name Notary Public - State of 7—\or dc.- Commission No.GG 15-78Co 1 My Commission Expires: %%N510-00-1 as REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR -DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof DryIn 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 A AA"aee• WI ECTRICAL:P-;ERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 1VIECH AIVIC ALrPERMIT - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final rMin Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECH AIVIC ALrPERMIT - Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 1 AIR r `+ D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f F- 113 8 , Documented Construction Value: S Job Address:.3 o ( ESQ )i'1(?l l%5 1.7( Historic District: Yes NoEl Parcel ID: Residential -Commercial Type of Work: NevwEa"'Addition Alteration Repair Demo Change of Use Move Description of Work: C-' )C.C.4-fI r,1)j I l 17 0L Plan Review Contact Person: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of Title: Contractor Information Name s Phone: 8/3-19/0,3403 eX4 .93.') Street: lD3 _S ;over pr Fax: City, State Zip:-Tg p) _ ;U (,,/ 3 State License No.: fr /.3 bps agog Name: Street: City, St, Zip: Bonding Company: Address:` Architect/Engineer Information 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 must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application J/ a 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 xequired from other governmental entities such as water _ management districts, state agencies, or federal agencies. _ Acceptance of permit is verification that I will notify the owner of the property of the requ irements 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 cerfify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning. i Signature of Own - Date Print Owner/Agent's Name signature of Notary -State of Florida Date Owner/Agent is PersonallyKnowri to Me or - - Produced ID . Type of ID Print Contractor/Agent's Name signature ,n tory-state q lg dg.: uclafr ate t4k) ': Cofffmiissllon I GG151707 Expires: 0010ber 15, 2021 b0l1ow 1011; awli Contractor/Agent is Peorally Known to• Itvk' Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingE] Ele Ctrical Mechanical Plumbing[] Gas Roof Construction Type-. . Occupancy Use: Flood Zone: Total Sq Ft of Bldg: ,Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps _ ,Tlumbifig = # of Fixtures Fire Sprinkler Permit: Yes[ No # of Heads Fire Alarm Permit: • Yes []• No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: Revised: June 30, 2015 ENGINEERING: FIRE: BUILDING:_ Permit Application CITY OF SANFORD y BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. ) g - UY jDocumented Construction Value: $ Job Address: J b b t. l'l IrVl 1)1 1 b (D Historic District: Yes No of Parcel ID: Residential W' Commercial KX Type of Work: New 1# Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: V4 Title: Email: Property Owner Information Phone: Resident of property?: Contractor Information Name Uyncoit 'vlcej Phone: Street: )00y 'TO r Fax: '107 49L ' 9a f(c City, State Zip: jUC i FL 3q -71i State License No.: CSC I Q J 61"00 Name: Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature orOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D si etureo` o for/Agent Me t- iI, mak- i(l S ce-tN Print Contractor/Agent's Name J ,o ERN Signaturkp(Notary-State 4(v Vp'7 r •, of F oridaDatC` r 'a Contractor/Agent is Personal Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIDE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application Job Addre! Parcel LD: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: 18— (,3j) Documented Construction Value: S 1-%200 `Z) Type of Work: New LrAddition U alteration U Repair Descriotion of.«•ork: Plan Review Contact Person: Phone: Fax: Demo U Email: Property Owner Information Name nr 1_L ri rp, Phone: Street: Cite, State Zip: storic District: Yes -.\0 sidentialCommercial Change of Use '!NIo%-e Title: Resident of property? : Contractor Information Name l` II` ;r± 't ' I ! ` G '+i1 i l - t.Phone: Street: c " 1' _ Fax: Cit•. State Zip: 'll 1—C, 1 ')% / i State License No.: Name: Street: City. St. Zip: Bonding Company: address: Architect/Engineer Information Phone: Fax: E-mail: Iortr a:e Lender: address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N 1.OL•R PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPEwr)'• A NOTICE OF COMMENCEMENT ML'ST BE RECORDED AXD POSTED ON THE JOB, SITE BEFORL' THE FIRST INSPECTION. IF YOU INTEND TO OB'r.alN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C0 I IENC1:NIL7NT. j1i!C(iiloa !i he.eb\' r. -.ode to Gi+t°_:l a ^ermi; is do iae Woii znz' 1i:5: h as -•-'d. I certi-v ihat no 1 Gri: or 11l>i^_1 9ilOi:!13> i1Q:li w I:1 1_., r' and:11--.: 'C ' da'#: of re: i.„tlr: Cl+:ii.t l:. 1f!riJr toil?: I:_tea:iCC Q Pe:%iiE ..!l, .+1=. a!! \c'O:n \tial ie r +.Ji"i.iei+ iJ %1•.'ei Sig' ::ll la'.\-' _ I _+ '-i •! l ihli jurisdiction. I midc•rstand that a separate permit must be secured for electrical \\urk, plumbing. signs. wel!s. pools. furnaces. boilers. heaters. tanks. and air conditioners. etc. F1;(' 111:.3 Shall br inscribrd „illi ilii• date of application and the code in cruel as of !hat date: '" Lclitiun 1?QI,1 rlur ida 4'uiltlim, Code Pr.: -:d I,^_ ;o .+.;; Penta: A-.,n:r_a:+-,r• I + NOTICE: In addition to the requiremcnts of this permit, there may be additional restrictions applicable to this propcny 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 manavemeni districts, state auencies. or federal auencies. Acceptance of pennil is xerification that I will notify the owner of the property of tete requirements of Florida. Lien Lstt•, FS 71', The City of Sanford requires payment of a plan review fee ai 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 thr estimated construction value of the job at the time of submittal. The actual construction valuc will be figured based on the current ICC Valuation Table in effect at the time the pertuii is issued, in accordance with local ordinance. Should calculated char_es fisured off the executed contract exceed the actual consmuction t•ahue. credit Mill be applied to your permit fres when the permit is issued. 0NN1ERIS AFFfDA\'1'I': I certify that all of the fore;oin- information is accurate and that all Ncork will be done in compliance with all applicable laws regulating construction a ,onino. r:: clf O'amc..a:: D:.. St3.^. ];7:' of \ )I:i.-sme of rionda D];t Otrner/Agent is Personally Known to Me or Produced FD Type of ID iiia; Co clor•?.cen:' X:m: Snih-ad oror 5 oI37n_ : o' rt •'' STEPHANIE RALLO Commission # FF 175017 r Expires November 9, 2018 P,,.., 0,,"TtwTmyFinlnur !Da]AS•JOIi Contractor'.-kS:ni is Personally Known to NI-, or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building- Electrical \Mechanical PlUmbinn Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Alin. Occupancy load: of Stories: New Construction: Electric - _ of Antps Plumbina - _ of Fixtures Fire Sprinkler Permit: Yes \o = of Henn -s Fire :Marra Permit: ties \o APPROVALS: ZONING: UTILITIES: \VASTE WATER: E'\GF'\EERf.NG: FIU: BUILDING: C0 I- LF\TS: l • r it i A DIVISION OF PARK SQUARE ENTERPRISES I.I_C Ml ford Fre Prevention Division k Ave 32771 It May Concern: advised that Edmonson Electric has been released from the following permits: 3962 Saltmarsh Loop 3860 Saltmarsh Loop 2631 Flycatcher Way 3830 Loon Lane 2614 Green Swallow 3767 Saltmarsh Loop ntractor is Strada Electric. Please let me know if you need anything else to rE an be reached at 407-529-3163 or tpickering(&Darksquarehomes.com . for assistance with this matter. ring Coordinator, Park Square Homes ECFIVE JUL 18 2018 BY. -.A01 113' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6289.00 Job Address: 3860 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0260 Lot 26 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3 -ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park_ FL 32792 State License No.: CAC 032444 Architect/Engineer 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of 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 foreoing information is accurate and that all work will be done in compliance with all applicable laws regulati g 96nstructipn and zoning. Signature of Owner/Agent Date Si atm- of Print Owner/Agent's Name Signator, or Notary -State of Florida Date i - Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public - Sltte of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A eI 1 Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Revisal: Jmrc 30, 2015 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Pennit Application